DESCRIPTION
605-1.1 This item will consist of providing and installing a resilient and adhesive joint sealing material capable of effectively sealing joints in pavement; joints between different types of pavements; and cracks in existing pavement.
MATERIALS
605-2.1 Joint sealants. Joint sealant materials must meet the requirements of ASTM D6690 Standard Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements, Type II.
Each lot or batch of sealant must be delivered to the jobsite in the manufacturer’s original sealed container.
Each container must be marked with the manufacturer’s name, batch or lot number, the safe heating temperature, and must be accompanied by the manufacturer’s certification stating that the sealant meets the requirements of this specification.
605-2.2 Backer rod. The material furnished must be a compressible, non-shrinking, non-staining, nonabsorbing material that is non-reactive with the joint sealant in accordance with ASTM D5249. The backerrod material must be 25% ± 5 % larger in diameter than the nominal width of the joint. 605-2.3 Bond breaking tapes. Not applicable.
CONSTRUCTION METHODS
605-3.1 Time of application. Joints must be sealed as soon after completion of the curing period as feasible and before the pavement is opened to traffic, including construction equipment. The pavement temperature must be 50°F (10°C) and rising at the time of application of the poured joint sealing material. Do not apply sealant if moisture is observed in the joint.
605-3.2 Equipment. Machines, tools, and equipment used in the performance of the work required by this section must be approved before the work is started and maintained in satisfactory condition at all times.
Submit a list of proposed equipment to be used in performance of construction work including descriptive data, seven (7) days prior to use on the project.
a. Tractor-Mounted Routing Tool. Not Used
b. Concrete saw. Provide a self-propelled power saw, with water-cooled diamond or abrasive saw blades, for cutting joints to the depths and widths specified. c. Sandblasting Equipment. Not Used
d. Waterblasting equipment. The Contractor must demonstrate waterblasting equipment including the pumps, hose, guide and nozzle size, under job conditions, before approval in accordance with paragraph 605-3.3. The Contractor must demonstrate, in the presence of the RPR, that the method cleans the joint and does not damage the joint.
e. Hand tools. Hand tools may be used, when approved, for removing defective sealant from a crack and repairing or cleaning the crack faces. Hand tools should be carefully evaluated for potential spalling effects prior to approval for use.
f. Hot-poured sealing equipment. The unit applicators used for heating and installing ASTM D6690 joint sealant materials must be mobile and must be equipped with a double-boiler, agitator-type kettle with Division V Technical Provisions
Page P-605-2
an oil medium in the outer space for heat transfer; a direct-connected pressure-type extruding device with a nozzle shaped for inserting in the joint to be filled; positive temperature devices for controlling the temperature of the transfer oil and sealant; and a recording type thermometer for indicating the temperature of the sealant. The applicator unit must be designed so that the sealant will circulate through the delivery hose and return to the inner kettle when not in use.
g. Hot-poured sealing equipment. Not Used
605-3.3 Preparation of joints. Pavement joints for application of material in this specification must be dry, clean of all scale, dirt, dust, curing compound, and other foreign matter. The Contractor must demonstrate, in the presence of the RPR, that the method cleans the joint and does not damage the joint. a. Sawing. All joints shall be sawed, if necessary, in accordance with specifications and plan details.
Immediately after sawing the joint, the resulting slurry shall be completely removed from joint and adjacent area by flushing with a jet of water, and by use of other tools as necessary. b. Sealing. Immediately before sealing, the joints must be thoroughly cleaned of all remaining laitance, curing compound, filler, protrusions of hardened concrete, old sealant and other foreign material from the sides and upper edges of the joint space to be sealed. Cleaning must be accomplished by waterblaster as specified in paragraph 605-3.2. The newly exposed concrete joint faces and the pavement surface extending a minimum of 1/2 inch (12 mm) from the joint edge must be waterblasted clean. Waterblasting must be accomplished in a minimum of two passes. One pass per joint face with the nozzle held at an angle directly toward the joint face and not more than 3 inches (75 mm) from it. After final cleaning and immediately prior to sealing, blow out the joints with compressed air and leave them completely free of debris and water.
Only air compressors with operable oil and water traps must be used. The joint faces must be surface dry when the seal is applied.
c. Backer Rod. When the joint opening is of a greater depth than indicated for the sealant depth, plug or seal off the lower portion of the joint opening using a backer rod in accordance with paragraph 605-2.2 to prevent the entrance of the sealant below the specified depth. The backer rod must be installed such that the depth to width ratio of the void above the backer rods is 1.0. Take care to ensure that the backer rod is placed at the specified depth and is not stretched or twisted during installation. d. Bond-breaking tape. Not applicable.
605-3.4 Installation of sealants. Joints and cracks must be inspected for proper width, depth, alignment, and preparation, and must be approved by the RPR before sealing is allowed. Sealants must be installed in accordance with the following requirements:
Immediately preceding, but not more than 50 feet (15 m) ahead of the joint sealing operations, perform a final cleaning with compressed air. Fill the joints and cracks from the bottom up to the top of pavement surface. No depression of the joint sealant over the joint or crack will be allowed. If the sealant subsides, leaving a depression in the top of the sealant, additional sealant must be applied within one week of original sealing operations to fill the depression. This additional sealant, if required must be included in the unit price bid for the crack or joint seal item. Remove and discard excess or spilled sealant from the pavement by approved methods. Install the sealant in such a manner as to prevent the formation of voids and entrapped air. In no case must gravity methods or pouring pots be used to install the sealant material. Traffic must not be permitted over newly sealed pavement until authorized by the RPR. When a primer is recommended by the manufacturer, apply it evenly to the joint faces in accordance with the manufacturer’s instructions.
Check the joints frequently to ensure that the newly installed sealant is cured to a tack-free condition within the time specified.
605-3.5 Inspection. The Contractor must inspect the joint sealant for proper rate of cure and set, bonding to the joint walls, cohesive separation within the sealant, reversion to liquid, entrapped air and voids.
Division V Technical Provisions
Page P-605-3
Sealants exhibiting any of these deficiencies at any time prior to the final acceptance of the project must be removed from the joint, wasted, and replaced as specified at no additional cost to the airport. 605-3.6 Clean-up. Upon completion of the project, remove all unused materials from the site and leave the pavement in a clean condition.
METHOD OF MEASUREMENT
605-4.1 Joint sealing material will be measured by the linear foot of sealant in place, completed, and accepted.
BASIS OF PAYMENT
605-5.1 Payment for joint sealing material will be made at the contract unit price per linear foot. The price will be full compensation for furnishing all materials, for all preparation, delivering, and placing of these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item.
Payment will be made under:
Item P-605-5.1 Joint Sealing Filler, per linear foot
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.
ASTM International (ASTM)
ASTM D789 Standard Test Method for Determination of Relative Viscosity of Polyamide (PA)
ASTM D5249 Standard Specification for Backer Material for Use with Cold- and HotApplied Joint Sealants in Portland-Cement Concrete and Asphalt Joints ASTM D6690 Standard Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt
Advisory Circulars (AC)
AC 150/5340-30 Design and Installation Details for Airport Visual Aids END ITEM P-605
Division V Technical Provisions
Page P-605-4
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Division V Technical Provisions
Page P-610-1
Item P-610 Concrete for Miscellaneous Structures
DESCRIPTION
610-1.1 This item shall consist of concrete and reinforcement, as shown on the plans, prepared and constructed in accordance with these specifications. This specification shall be used for all concrete which are cast-in-place.
MATERIALS
610-2.1 General. Only approved materials, conforming to the requirements of these specifications, shall be used in the work. Materials may be subject to inspection and tests at any time during their preparation or use. The source of all materials shall be approved by the Resident Project Representative (RPR) before delivery or use in the work. Representative preliminary samples of the materials shall be submitted by the Contractor, when required, for examination and test. Materials shall be stored and handled to ensure preservation of their quality and fitness for use and shall be located to facilitate prompt inspection. All equipment for handling and transporting materials and concrete must be clean before any material or concrete is placed in them.
The use of pit-run aggregates shall not be permitted unless the pit-run aggregate has been screened and washed, and all fine and coarse aggregates stored separately and kept clean. The mixing of different aggregates from different sources in one storage stockpile or alternating batches of different aggregates shall not be permitted.
a. Reactivity. Fine aggregate and coarse aggregates to be used in all concrete shall have been tested separately within six months of the project in accordance with ASTM C1260. Test results shall be submitted to the RPR. The aggregate shall be considered innocuous if the expansion of test specimens, tested in accordance with ASTM C1260, does not exceed 0.08% at 14 days (16 days from casting). If the expansion either or both test specimen is greater than 0.08% at 14 days, but less than 0.20%, a minimum of 25% of Type F fly ash, or between 40% and 55% of slag cement shall be used in the concrete mix.
If the expansion is greater than 0.20% the aggregates shall not be used, and test results for other aggregates must be submitted for evaluation.
610-2.2 Coarse aggregate. The coarse aggregate for concrete shall meet the requirements of ASTM C33 and the requirements of Table 4, Class Designation 5S; and the grading requirements shown below, as required for the project.
Coarse Aggregate Grading Requirements
Maximum Aggregate Size ASTM C33, Table 3 Grading
Requirements (Size No.)
1 inch (25 mm) 57
610-2.2.1 Coarse Aggregate susceptibility to durability (D) cracking. Not used. 610-2.3 Fine aggregate. The fine aggregate for concrete shall meet all fine aggregate requirements of ASTM C33.
610-2.4 Cement. Cement shall conform to the requirements of ASTM C 150, Type II or ASTM C 595, Type IP.
Division V Technical Provisions
Page P-610-2
610-2.5 Cementitious materials.
a. Fly ash. Fly ash shall meet the requirements of ASTM C618, with the exception of loss of ignition, where the maximum shall be less than 6%. Fly ash shall have a Calcium Oxide (CaO) content of less than 13% and a total available alkali content less than 3% per ASTM C311. Fly ash produced in furnace operations using liming materials or soda ash (sodium carbonate) as an additive shall not be acceptable.
The Contractor shall furnish the previous three most recent, consecutive ASTM C618 reports for each source of fly ash proposed in the concrete mix, and shall furnish each additional report as they become available during the project. The reports can be used for acceptance or the material may be tested independently by the RPR.
b. Slag cement (ground granulated blast furnace (GGBF)). Slag cement shall conform to ASTM C989, Grade 100 or Grade 120. Slag cement shall be used only at a rate between 25% and 55% of the total cementitious material by mass.
610-2.6 Water. Water used in mixing or curing shall be from potable water sources. Other sources shall be tested in accordance with ASTM C1602 prior to use.
610-2.7 Admixtures. The Contractor shall submit certificates indicating that the material to be furnished meets all of the requirements indicated below. In addition, the RPR may require the Contractor to submit complete test data from an approved laboratory showing that the material to be furnished meets all of the requirements of the cited specifications. Subsequent tests may be made of samples taken by the RPR from the supply of the material being furnished or proposed for use on the work to determine whether the admixture is uniform in quality with that approved.
a. Air-entraining admixtures. Air-entraining admixtures shall meet the requirements of ASTM C260 and shall consistently entrain the air content in the specified ranges under field conditions. The airentrainment agent and any water reducer admixture shall be compatible. b. Water-reducing admixtures. Water-reducing admixture shall meet the requirements of ASTM C494, Type A, B, or D. ASTM C494, Type F and G high range water reducing admixtures and ASTM C1017 flowable admixtures shall not be used.
c. Other chemical admixtures. The use of set retarding, and set-accelerating admixtures shall be approved by the RPR. Retarding shall meet the requirements of ASTM C494, Type A, B, or D and setaccelerating shall meet the requirements of ASTM C494, Type C. Calcium chloride and admixtures containing calcium chloride shall not be used.
610-2.8 Premolded joint material. Premolded joint material for expansion joints shall meet the requirements of ASTM D1751 or D1752.
610-2.9 Joint filler. The filler for joints shall meet the requirements of Item P-605, unless otherwise specified.
610-2.10 Steel reinforcement. Reinforcing shall consist of reinforcing steel conforming to the requirements of ASTM A615.
610-2.11 Materials for curing concrete. Curing materials shall conform to ASTM C309 for WhitePigmented Liquid Membrane-Forming Compound, Type 2, Class B.
CONSTRUCTION METHODS
610-3.1 General. The Contractor shall furnish all labor, materials, and services necessary for, and incidental to, the completion of all work as shown on the drawings and specified here. All machinery and equipment used by the Contractor on the work, shall be of sufficient size to meet the requirements of the work. All work shall be subject to the inspection and approval of the RPR.
Division V Technical Provisions
Page P-610-3
610-3.2 Concrete Mixture. The concrete shall develop a compressive strength of 4,000 psi in 28 days as determined by test cylinders made in accordance with ASTM C31 and tested in accordance with ASTM C39. The concrete shall contain not less than 470 pounds of cementitious material per cubic yard (280 kg per cubic meter). The water cementitious ratio shall not exceed 0.45 by weight. The air content of the concrete shall be 5% +/- 1.2% as determined by ASTM C231 and shall have a slump of not more than 4 inches (100 mm) as determined by ASTM C143.
610-3.3 Mixing. Concrete may be mixed at the construction site, at a central point, or wholly or in part in truck mixers. The concrete shall be mixed and delivered in accordance with the requirements of ASTM C94 or ASTM C685.
The concrete shall be mixed only in quantities required for immediate use. Concrete shall not be mixed while the air temperature is below 40°F (4°C) without the RPRs approval. If approval is granted for mixing under such conditions, aggregates or water, or both, shall be heated and the concrete shall be placed at a temperature not less than 50°F (10°C) nor more than 100°F (38°C). The Contractor shall be held responsible for any defective work, resulting from freezing or injury in any manner during placing and curing, and shall replace such work at his expense.
Retempering of concrete by adding water or any other material is not permitted.
The rate of delivery of concrete to the job shall be sufficient to allow uninterrupted placement of the concrete.
610-3.4 Forms. Concrete shall not be placed until all the forms and reinforcements have been inspected and approved by the RPR. Forms shall be of suitable material and shall be of the type, size, shape, quality, and strength to build the structure as shown on the plans. The forms shall be true to line and grade and shall be mortar-tight and sufficiently rigid to prevent displacement and sagging between supports. The surfaces of forms shall be smooth and free from irregularities, dents, sags, and holes. The Contractor shall be responsible for their adequacy.
The internal form ties shall be arranged so no metal will show in the concrete surface or discolor the surface when exposed to weathering when the forms are removed. All forms shall be wetted with water or with a non-staining mineral oil, which shall be applied immediately before the concrete is placed. Forms shall be constructed so they can be removed without injuring the concrete or concrete surface. 610-3.5 Placing reinforcement. All reinforcement shall be accurately placed, as shown on the plans, and shall be firmly held in position during concrete placement. Bars shall be fastened together at intersections.
The reinforcement shall be supported by approved metal chairs. Shop drawings, lists, and bending details shall be supplied by the Contractor when required.
610-3.6 Embedded items. Before placing concrete, all embedded items shall be firmly and securely fastened in place as indicated. All embedded items shall be clean and free from coating, rust, scale, oil, or any foreign matter. The concrete shall be spaded and consolidated around and against embedded items. The embedding of wood shall not be allowed.
610-3.7 Concrete Consistency. The Contractor shall monitor the consistency of the concrete delivered to the project site; collect each batch ticket; check temperature; and perform slump tests on each truck at the project site in accordance with ASTM C143.
610-3.8 Placing concrete. All concrete shall be placed during daylight hours, unless otherwise approved.
The concrete shall not be placed until the depth and condition of foundations, the adequacy of forms and falsework, and the placing of the steel reinforcing have been approved by the RPR. Concrete shall be placed as soon as practical after mixing, but in no case later than one (1) hour after water has been added to the mix. The method and manner of placing shall avoid segregation and displacement of the reinforcement.
Troughs, pipes, and chutes shall be used as an aid in placing concrete when necessary. The concrete shall not be dropped from a height of more than 5 feet (1.5 m). Concrete shall be deposited as nearly as practical in its final position to avoid segregation due to rehandling or flowing. Do not subject concrete to procedures Division V Technical Provisions
Page P-610-4
which cause segregation. Concrete shall be placed on clean, damp surfaces, free from running water, or on a properly consolidated soil foundation.
610-3.9 Vibration. Vibration shall follow the guidelines in American Concrete Institute (ACI) Committee 309R, Guide for Consolidation of Concrete.
610-3.10 Joints. Joints shall be constructed as indicated on the plans. 610-3.11 Finishing. All exposed concrete surfaces shall be true, smooth, and free from open or rough areas, depressions, or projections. All concrete horizontal plane surfaces shall be brought flush to the proper elevation with the finished top surface struck-off with a straightedge and floated. 610-3.12 Curing and protection. All concrete shall be properly cured in accordance with the recommendations in American Concrete Institute (ACI) 308R, Guide to External Curing of Concrete. The concrete shall be protected from damage until project acceptance. 610-3.13 Cold weather placing. When concrete is placed at temperatures below 40°F (4°C), follow the cold weather concreting recommendations found in ACI 306R, Cold Weather Concreting. 610-3.14 Hot weather placing. When concrete is placed in hot weather greater than 85ºF (30 ºC), follow the hot weather concreting recommendations found in ACI 305R, Hot Weather Concreting.
QUALITY ASSURANCE (QA)
610-4.1 Quality Assurance sampling and testing. Concrete for each day’s placement will be accepted on the basis of the compressive strength specified in paragraph 610-3.2. The RPR will sample the concrete in accordance with ASTM C172; test the slump in accordance with ASTM C143; test air content in accordance with ASTM C231; make and cure compressive strength specimens in accordance with ASTM C31; and test in accordance with ASTM C39. The QA testing agency will meet the requirements of ASTM C1077.
The Contractor shall provide adequate facilities for the initial curing of cylinders. 610-4.2 Defective work. Any defective work that cannot be satisfactorily repaired as determined by the RPR, shall be removed and replaced at the Contractor’s expense. Defective work includes, but is not limited to, uneven dimensions, honeycombing and other voids on the surface or edges of the concrete.
METHOD OF MEASUREMENT
610-5.1 Concrete shall be considered incidental to all items unless specified herein and no separate measurement shall be made.
610-5.2 Concrete cap for existing utilities shall be measured by the number of linear feet of concrete cap installed.
BASIS OF PAYMENT
610-6.1 Concrete shall be considered incidental to all items unless specified herein and no separate payment shall be made.
610-6.2 Payment shall be made at the contract price by the number or linear feet of concrete cap existing utilities.
These prices shall be full compensation for furnishing all materials including reinforcement and embedded items and for all preparation, delivery, installation, and curing of these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item.
Division V Technical Provisions
Page P-610-5
Payment will be made under:
Item P-610-6.1 Concrete Cap Existing Utilities – per linear foot
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.
ASTM International (ASTM)
ASTM A184 Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement
ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
ASTM A704 Standard Specification for Welded Steel Plain Bar or Rod Mats for Concrete Reinforcement
ASTM A706 Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
ASTM A775 Standard Specification for Epoxy-Coated Steel Reinforcing Bars ASTM A884 Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement
ASTM A934 Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars
ASTM A1064 Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
ASTM C31 Standard Practice for Making and Curing Concrete Test Specimens in the Field
ASTM C33 Standard Specification for Concrete Aggregates ASTM C39 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
ASTM C94 Standard Specification for Ready-Mixed Concrete ASTM C136 Standard Test Method for Sieve or Screen Analysis of Fine and Coarse Aggregates
ASTM C114 Standard Test Methods for Chemical Analysis of Hydraulic Cement ASTM C136 Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates ASTM C143 Standard Test Method for Slump of Hydraulic-Cement Concrete ASTM C150 Standard Specification for Portland Cement
ASTM C171 Standard Specification for Sheet Materials for Curing Concrete ASTM C172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Division V Technical Provisions
Page P-610-6
ASTM C260 Standard Specification for Air-Entraining Admixtures for Concrete ASTM C309 Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete
ASTM C311 Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland-Cement Concrete
ASTM C494 Standard Specification for Chemical Admixtures for Concrete ASTM C618 Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
ASTM C666 Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing
ASTM C685 Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing
ASTM C989 Standard Specification for Slag Cement for Use in Concrete and Mortars ASTM C1017 Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete
ASTM C1077 Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation
ASTM C1157 Standard Performance Specification for Hydraulic Cement ASTM C1260 Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)
ASTM C1365 Standard Test Method for Determination of the Proportion of Phases in Portland Cement and Portland-Cement Clinker Using X-Ray Powder Diffraction Analysis
ASTM C1602 Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
ASTM D1751 Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Asphalt Types)
ASTM D1752 Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction
American Concrete Institute (ACI)
ACI 305R Hot Weather Concreting
ACI 306R Cold Weather Concreting
ACI 308R Guide to External Curing of Concrete
ACI 309R Guide for Consolidation of Concrete
END OF ITEM P-610
Division V Technical Provisions
Page P-620-1
Item P-620 Runway and Taxiway Marking
DESCRIPTION
620-1.1 This item shall consist of the preparation and painting of markings and stripes on the surface of taxiways and aprons, in accordance with these specifications and at the locations shown on the plans, or as directed by the Resident Project Representative (RPR). The terms “paint” and “marking material” as well as “painting” and “application of markings” are interchangeable throughout this specification.
MATERIALS
620-2.1 Materials acceptance. The Contractor shall furnish manufacturer’s certified test reports, for materials shipped to the project. The certified test reports shall include a statement that the materials meet the specification requirements. This certification along with a copy of the paint manufacturer’s surface preparation; marking materials, including adhesion, flow promoting and/or floatation additive; and application requirements must be submitted and approved by the Resident Project Representative (RPR) prior to the initial application of markings. The reports can be used for material acceptance or the RPR may perform verification testing. The reports shall not be interpreted as a basis for payment. The Contractor shall notify the RPR upon arrival of a shipment of materials to the site. All material shall arrive in sealed containers that are easily quantifiable for inspection by the RPR. 620-2.2 Marking materials.
Table 1. Marking Materials
Paint1 Glass Beads2
Type Color Fed Std. 595
Number
Application Rate
Maximum
Type Application Rate
Minimum
I White 37925 115 ft2
/gal. max. III 10 lb./gal. min.
I Yellow 33538 or 33655 115 ft2
/gal. max. III 10 lb./gal. min.
1 See paragraph 620-2.2a
2 See paragraph 620-2.2b
a. Paint. Paint shall be waterborne in accordance with the requirements of this paragraph. Paint colors shall comply with Federal Standard No. 595.
Waterborne. Paint shall meet the requirements of Federal Specification TT-P-1952F, Type I or II. The non-volatile portion of the vehicle for all paint types shall be composed of a 100% acrylic polymer as determined by infrared spectral analysis.
b. Reflective media. Glass beads for white and yellow paint shall meet the requirements for Federal Specification TT-B-1325D Type III.
Glass beads shall be treated with all compatible coupling agents recommended by the manufacturers of the paint and reflective media to ensure adhesion and embedment.
Glass beads shall not be used in black paint.
Division V Technical Provisions
Page P-620-2
CONSTRUCTION METHODS
620-3.1 Weather limitations. Painting shall only be performed when the surface is dry, and the ambient temperature and the pavement surface temperature meet the manufacturer’s recommendations in accordance with paragraph 620-2.1. Painting operations shall be discontinued when the ambient or surface temperatures does not meet the manufacturer’s recommendations. Markings shall not be applied when the wind speed exceeds 10 mph unless windscreens are used to shroud the material guns. Markings shall not be applied when weather conditions are forecasts to not be within the manufacturers’ recommendations for application and dry time.
620-3.2 Equipment. Equipment shall include the apparatus necessary to properly clean the existing surface, a mechanical marking machine, a bead dispensing machine, and such auxiliary hand-painting equipment as may be necessary to satisfactorily complete the job.
The mechanical marker shall be an atomizing spray-type or airless type marking machine with automatic glass bead dispensers suitable for application of traffic paint. It shall produce an even and uniform film thickness and appearance of both paint and glass beads at the required coverage and shall apply markings of uniform cross-sections and clear-cut edges without running or spattering and without over spray. The marking equipment for both paint and beads shall be calibrated daily. 620-3.3 Preparation of surfaces. Immediately before application of the paint, the surface shall be dry and free from dirt, grease, oil, laitance, or other contaminates that would reduce the bond between the paint and the pavement. Use of any chemicals or impact abrasives during surface preparation shall be approved in advance by the RPR. After the cleaning operations, sweeping, blowing, or rinsing with pressurized water shall be performed to ensure the surface is clean and free of grit or other debris left from the cleaning process.
a. Preparation of new pavement surfaces. The area to be painted shall be cleaned by broom, blower, water blasting, or by other methods approved by the RPR to remove all contaminants, including PCC curing compounds, minimizing damage to the pavement surface.
b. Preparation of pavement to remove existing markings. Existing pavement markings shall be removed by rotary grinding, water blasting, or by other methods approved by the RPR minimizing damage to the pavement surface. The removal area may need to be larger than the area of the markings to eliminate ghost markings. After removal of markings on asphalt pavements, apply a fog seal or seal coat to ‘block out’ the removal area to eliminate ‘ghost’ markings.
c. Preparation of pavement markings prior to remarking. Prior to remarking existing markings, loose existing markings must be removed minimizing damage to the pavement surface, with a method approved by the RPR. After removal, the surface shall be cleaned of all residue or debris.
Prior to the application of markings, the Contractor shall certify in writing that the surface is dry and free from dirt, grease, oil, laitance, or other foreign material that would prevent the bond of the paint to the pavement or existing markings. This certification along with a copy of the paint manufactures application and surface preparation requirements must be submitted to the RPR prior to the initial application of markings.
620-3.4 Layout of markings. The proposed markings shall be laid out in advance of the paint application.
The locations of markings to receive glass beads shall be as shown on the plans. 620-3.5 Application. A period of 1 week shall elapse between placement of surface course and application of the paint and reflective media for all permanent paint markings. Paint shall be applied at the locations and to the dimensions and spacing shown on the plans. Paint shall not be applied until the layout and condition of the surface has been approved by the RPR.
Division V Technical Provisions
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The edges of the markings shall not vary from a straight line more than 1/2 inch in 50 feet, and marking dimensions and spacing shall be within the following tolerances:
Dimension and Spacing Tolerance
36 inches or less ± ½ inch
greater than 36 inches to 6 feet ± 1 inch
greater than 6 feet to 60 feet ± 2 inch
The paint shall be mixed in accordance with the manufacturer’s instructions and applied to the pavement with a marking machine at the rate shown in Table 1. The addition of thinner will not be permitted.
Glass beads shall be distributed upon the marked areas at the locations shown on the plans to receive glass beads immediately after application of the paint. A dispenser shall be furnished that is properly designed for attachment to the marking machine and suitable for dispensing glass beads. Glass beads shall be applied at the rate shown in Table 1. Glass beads shall not be applied to black paint or green paint. Glass beads shall adhere to the cured paint or all marking operations shall cease until corrections are made. Different bead types shall not be mixed. Regular monitoring of glass bead embedment and distribution should be performed.
620-3.6 Application--preformed thermoplastic airport pavement markings. Not applicable. 620-3.7 Control strip. Prior to the full application of airfield markings, the Contractor shall prepare a control strip in the presence of the RPR. The Contractor shall demonstrate the surface preparation method and all striping equipment to be used on the project. The marking equipment must achieve the prescribed application rate of paint and population of glass beads (per Table 1) that are properly embedded and evenly distributed across the full width of the marking. Prior to acceptance of the control strip, markings must be evaluated during darkness to ensure a uniform appearance. 620-3.8 Retro-reflectance. Not used.
620-3.9 Protection and cleanup. After application of the markings, all markings shall be protected from damage until dry. All surfaces shall be protected from excess moisture and/or rain and from disfiguration by spatter, splashes, spillage, or drippings. The Contractor shall remove from the work area all debris, waste, loose reflective media, and by-products generated by the surface preparation and application operations to the satisfaction of the RPR. The Contractor shall dispose of these wastes in strict compliance with all applicable state, local, and federal environmental statutes and regulations.
Method of Measurement
620-4.1b The quantity of markings shall be paid for shall be measured by the number of square feet of painting.
620-4.1c The quantity of reflective media shall be paid for by the number of pounds of reflective media.
Basis of Payment
620-5.1 This price shall be full compensation for furnishing all materials and for all labor, equipment, tools, and incidentals necessary to complete the item complete in place and accepted by the RPR in accordance with these specifications.
620-5.2 Payment for markings shall be made at the contract price for the number of square feet of painting, this payment shall include all surface preparation required prior to the application of markings.
Division V Technical Provisions
Page P-620-4
620-5.3 Payment for reflective media shall be made at the contract unit price for the number of pounds of reflective media.
Payment will be made under:
Item P-620-5.2 Marking - per square foot
Item P-620-5.3 Reflective Media - per Pound
Division V Technical Provisions
Page P-620-5
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.
ASTM International (ASTM)
ASTM D476 Standard Classification for Dry Pigmentary Titanium Dioxide Products ASTM D968 Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive
ASTM D1652 Standard Test Method for Epoxy Content of Epoxy Resins ASTM D2074 Standard Test Method for Total, Primary, Secondary, and Tertiary Amine Values of Fatty Amines by Alternative Indicator Method ASTM D2240 Standard Test Method for Rubber Property - Durometer Hardness ASTM D7585 Standard Practice for Evaluating Retroreflective Pavement Markings Using Portable Hand-Operated Instruments
ASTM E303 Standard Test Method for Measuring Surface Frictional Properties Using the British Pendulum Tester
ASTM E1710 Standard Test Method for Measurement of Retroreflective Pavement Marking Materials with CEN-Prescribed Geometry Using a Portable Retroreflectometer
ASTM E2302 Standard Test Method for Measurement of the Luminance Coefficient Under Diffuse Illumination of Pavement Marking Materials Using a Portable Reflectometer
ASTM G154 Standard Practice for Operating Fluorescent Ultraviolet (UV) Lamp Apparatus for Exposure of Nonmetallic Materials
Code of Federal Regulations (CFR)
40 CFR Part 60, Appendix A-7, Method 24
Determination of volatile matter content, water content, density, volume solids, and weight solids of surface coatings
29 CFR Part 1910.1200 Hazard Communication
Federal Specifications (FED SPEC)
FED SPEC TT-B-1325D Beads (Glass Spheres) Retro-Reflective FED SPEC TT-P-1952F Paint, Traffic and Airfield Marking, Waterborne FED STD 595 Colors used in Government Procurement
Commercial Item Description
A-A-2886B Paint, Traffic, Solvent Based
Advisory Circulars (AC)
AC 150/5340-1 Standards for Airport Markings
AC 150/5320-12 Measurement, Construction, and Maintenance of Skid Resistant Airport Pavement Surfaces
Division V Technical Provisions
Page P-620-6
END OF ITEM P-620
APPENDIX A
CONSTRUCTION SAFETY AND PHASING PLAN (CSPP)
APPENDIX A
MADERA MUNICIPAL AIRPORT
MADERA, CALIFORNIA
REHABILITATE APRON A2 AND HANGAR TAXILANES
AIP NO. 3-06-0144-___-2025
CONSTRUCTION SAFETY AND PHASING PLAN (CSPP)
Prepared by:
Brandley Engineering, Inc.
6125 King Road, Suite 201
Loomis, CA 95650
Telephone (916) 652-4725
Fax (916) 652-9029
September 25, 2024
(Revised January 2, 2025)
12/13/2017 AC 150/5370-2G
Appendix C
C-1
APPENDIX C. SAFETY AND PHASING PLAN CHECKLIST
This appendix is keyed to Chapter 2. In the electronic version of this AC, clicking on the paragraph designation in the Reference column will access the applicable paragraph. There may be instances where the CSPP requires provisions that are not covered by the list in this appendix.
This checklist is intended as an aid, not a required submittal.
Table C-1. CSPP Checklist
Coordination Reference Addressed? Remarks
Yes No NA
General Considerations
Requirements for predesign, prebid,
and preconstruction conferences to
introduce the subject of airport
operational safety during construction
are specified.
2.5 Operational safety is a standing
agenda item for construction progress
meetings.
2.5 Scheduling of the construction phases
is properly addressed.
2.6 Any formal agreements are
established.
2.5.3 Areas and Operations Affected by Construction Activity Drawings showing affected areas are
included.
2.7.1 Closed or partially closed runways,
taxiways, and aprons are depicted on
drawings.
2.7.1.1 Access routes used by ARFF vehicles
affected by the project are addressed.
2.7.1.2 Access routes used by airport and
airline support vehicles affected by
the project are addressed.
2.7.1.3 Underground utilities, including
water supplies for firefighting and
drainage.
2.7.1.4 X
X
X
X
X
X
X
X
X
12/13/2017 AC 150/5370-2G
Appendix C
C-2
Coordination Reference Addressed? Remarks
Yes No NA
Approach/departure surfaces affected
by heights of temporary objects are
addressed.
2.7.1.5 Construction areas, storage areas, and
access routes near runways, taxiways,
aprons, or helipads are properly
depicted on drawings.
2.7.1 Temporary changes to taxi operations
are addressed.
2.7.2.1 Detours for ARFF and other airport
vehicles are identified.
2.7.2.2 Maintenance of essential utilities and
underground infrastructure is
addressed.
2.7.2.3 Temporary changes to air traffic
control procedures are addressed.
2.7.2.4 NAVAIDs
Critical areas for NAVAIDs are
depicted on drawings.
2.8 Effects of construction activity on the
performance of NAVAIDS, including
unanticipated power outages, are
addressed.
2.8 Protection of NAVAID facilities is
addressed.
2.8 The required distance and direction
from each NAVAID to any
construction activity is depicted on
drawings.
2.8 Procedures for coordination with
FAA ATO/Technical Operations,
including identification of points of
contact, are included.
2.8, 2.13.1,
2.13.5.3.1,
2.18.1 Contractor Access
The CSPP addresses areas to which
contractor will have access and how
2.9 X
X
X
X
X
X
X
X
X
X
X
X
12/13/2017 AC 150/5370-2G
Appendix C
C-3
Coordination Reference Addressed? Remarks
Yes No NA
the areas will be accessed.
The application of 49 CFR Part 1542
Airport Security, where appropriate,
is addressed.
2.9 The location of stockpiled
construction materials is depicted on
drawings.
2.9.1 The requirement for stockpiles in the
ROFA to be approved by FAA is
included.
2.9.1 Requirements for proper stockpiling
of materials are included.
2.9.1 Construction site parking is
addressed.
2.9.2.1 Construction equipment parking is
addressed.
2.9.2.2 Access and haul roads are addressed. 2.9.2.3
A requirement for marking and
lighting of vehicles to comply with
AC 150/5210-5, Painting, Marking
and Lighting of Vehicles Used on an
Airport, is included.
2.9.2.4 Proper vehicle operations, including
requirements for escorts, are
described.
2.9.2.5, 2.9.2.6
Training requirements for vehicle
drivers are addressed.
2.9.2.7 Two-way radio communications
procedures are described.
2.9.2.9 Maintenance of the secured area of
the airport is addressed.
2.9.2.10 Wildlife Management
The airport operator’s wildlife
management procedures are
addressed.
2.10 X
X
X
X
X
X
X
X
X
X
X
X
X
12/13/2017 AC 150/5370-2G
Appendix C
C-4
Coordination Reference Addressed? Remarks
Yes No NA
Foreign Object Debris Management
The airport operator’s FOD
management procedures are
addressed.
2.11 Hazardous Materials Management
The airport operator’s hazardous
materials management procedures are
addressed.
2.12 Notification of Construction Activities
Procedures for the immediate
notification of airport user and local
FAA of any conditions adversely
affecting the operational safety of the
airport are detailed.
2.13 Maintenance of a list by the airport
operator of the responsible
representatives/points of contact for
all involved parties and procedures
for contacting them 24 hours a day,
seven days a week is specified.
2.13.1 A list of local ATO/Technical
Operations personnel is included.
2.13.1 A list of ATCT managers on duty is
included.
2.13.1 A list of authorized representatives to
the OCC is included.
2.13.2 Procedures for coordinating, issuing,
maintaining and cancelling by the
airport operator of NOTAMS about
airport conditions resulting from
construction are included.
2.8, 2.13.2,
2.18.3.3.9 Provision of information on closed or
hazardous conditions on airport
movement areas by the airport
operator to the OCC is specified.
2.13.2 Emergency notification procedures
for medical, fire fighting, and police
2.13.3 X
X
X
X
X
X
X
X
X
X
12/13/2017 AC 150/5370-2G
Appendix C
C-5
Coordination Reference Addressed? Remarks
Yes No NA
response are addressed.
Coordination with ARFF personnel
for non-emergency issues is
addressed.
2.13.4 Notification to the FAA under 14
CFR parts 77 and 157 is addressed.
2.13.5 Reimbursable agreements for flight
checks and/or design and
construction for FAA owned
NAVAIDs are addressed.
2.13.5.3.2 Inspection Requirements
Daily and interim inspections by both
the airport operator and contractor are
specified.
2.14.1, 2.14.2
Final inspections at certificated
airports are specified when required.
2.14.3 Underground Utilities
Procedures for protecting existing
underground facilities in excavation
areas are described.
2.15 Penalties
Penalty provisions for noncompliance
with airport rules and regulations and
the safety plans are detailed.
2.16 Special Conditions
Any special conditions that affect the
operation of the airport or require the
activation of any special procedures
are addressed.
2.17 Runway and Taxiway Visual Aids - Marking, Lighting, Signs, and Visual NAVAIDs The proper securing of temporary
airport markings, lighting, signs, and
visual NAVAIDs is addressed.
2.18.1 Frangibility of airport markings,
lighting, signs, and visual NAVAIDs
is specified.
2.18.1, 2.18.3,
2.18.4.2,
2.20.2.4 X
X
X
X
X
X
X
X
X
X
12/13/2017 AC 150/5370-2G
Appendix C
C-6
Coordination Reference Addressed? Remarks
Yes No NA
The requirement for markings to be
in compliance with AC 150/5340-1,
Standards for Airport Markings, is
specified.
2.18.2 Detailed specifications for materials
and methods for temporary markings
are provided.
2.18.2 The requirement for lighting to
conform to AC 150/5340-30, Design
and Installation Details for Airport
Visual Aids; AC 150/5345-50,
Specification for Portable Runway
and Taxiway Lights; and AC
150/5345-53, Airport Lighting
Certification Program, is specified.
2.18.3 The use of a lighted X is specified
where appropriate.
2.18.2.1.2,
2.18.3.2 The requirement for signs to conform
to AC 150/5345-44, Specification for
Runway and Taxiway Signs; AC
50/5340-18, Standards for Airport
Sign Systems; and AC 150/5345-53,
Airport Lighting Certification
Program, is specified.
2.18.4 Marking and Signs For Access Routes
The CSPP specifies that pavement
markings and signs intended for
construction personnel should
conform to AC 150/5340-18 and, to
the extent practicable, with the
MUTCD and/or State highway
specifications.
2.18.4.2 Hazard Marking and Lighting
Prominent, comprehensible warning
indicators for any area affected by
construction that is normally
accessible to aircraft, personnel, or
vehicles are specified.
2.20.1 X
X
X
X
X
X
X
12/13/2017 AC 150/5370-2G
Appendix C
C-7
Coordination Reference Addressed? Remarks
Yes No NA
Hazard marking and lighting are
specified to identify open manholes,
small areas under repair, stockpiled
material, and waste areas.
2.20.1 The CSPP considers less obvious
construction-related hazards.
2.20.1 Equipment that poses the least danger
to aircraft but is sturdy enough to
remain in place when subjected to
typical winds, prop wash and jet blast
is specified.
2.20.2.1 The spacing of barricades is specified
such that a breach is physically
prevented barring a deliberate act.
2.20.2.1 Red lights meeting the luminance
requirements of the State Highway
Department are specified.
2.20.2.2 Barricades, temporary markers, and
other objects placed and left in areas
adjacent to any open runway,
taxiway, taxi lane, or apron are
specified to be as low as possible to
the ground, and no more than 18 inch
high.
2.20.2.3 Barricades are specified to indicate
construction locations in which no
part of an aircraft may enter.
2.20.2.3 Highly reflective barriers with lights
are specified to barricade taxiways
leading to closed runways.
2.20.2.5 Markings for temporary closures are
specified.
2.20.2.5 The provision of a contractor’s
representative on call 24 hours a day
for emergency maintenance of airport
hazard lighting and barricades is
specified.
2.20.2.7 X
X
X
X
X
X
X
X
X
X
12/13/2017 AC 150/5370-2G
Appendix C
C-8
Coordination Reference Addressed? Remarks
Yes No NA
Work Zone Lighting for Nighttime Construction
If work is to be conducted at night,
the CSPP identifies construction
lighting units and their general
locations and aiming in relationship
to the ATCT and active runways and
taxiways.
2.21 Protection of Runway and Taxiway Safety Areas
The CSPP clearly states that no
construction may occur within a
safety area while the associated
runway or taxiway is open for aircraft
operations.
2.22.1.1,
2.22.3.1 The CSPP specifies that the airport
operator coordinates the adjustment
of RSA or TSA dimensions with the
ATCT and the appropriate FAA
Airports Regional or District Office
and issues a local NOTAM.
2.22.1.2,
2.22.3.2 Procedures for ensuring adequate
distance for protection from blasting
operations, if required by operational
considerations, are detailed.
2.22.3.3 The CSPP specifies that open
trenches or excavations are not
permitted within a safety area while
the associated runway or taxiway is
open, subject to approved exceptions.
2.22.1.4 Appropriate covering of excavations
in the RSA or TSA that cannot be
backfilled before the associated
runway or taxiway is open is detailed.
2.22.1.4 The CSPP includes provisions for
prominent marking of open trenches
and excavations at the construction
site.
2.22.1.4 Grading and soil erosion control to
maintain RSA/TSA standards are
2.22.3.5 X
X
X
X
X
X
X
X
12/13/2017 AC 150/5370-2G
Appendix C
C-9
Coordination Reference Addressed? Remarks
Yes No NA
addressed.
The CSPP specifies that equipment is
to be removed from the ROFA when
not in use.
2.22.2 The CSPP clearly states that no
construction may occur within a
taxiway safety area while the taxiway
is open for aircraft operations.
2.22.3 Appropriate details are specified for
any construction work to be
accomplished in a taxiway object free
area.
2.22.4 Measures to ensure that personnel,
material, and/or equipment do not
penetrate the OFZ or threshold siting
surfaces while the runway is open for
aircraft operations are included.
2.22.4.3.6 Provisions for protection of runway
approach/departure areas and
clearways are included.
2.22.6 Other Limitations on Construction
The CSPP prohibits the use of open
flame welding or torches unless
adequate fire safety precautions are
provided and the airport operator has
approved their use.
2.23.1.2 The CSPP prohibits the use of
electrical blasting caps on or within
1,000 ft (300 m) of the airport
property.
2.23.1.3 X
X
X
X
X
X
X
MADERA MUNICIPAL AIRPORT
MADERA, CALIFORNIA
REHABILITATE APRON A2 AND HANGAR TAXILANES
AIP NO. 3-06-0144-___-2025
CONSTRUCTION SAFETY AND PHASING PLAN
TABLE OF CONTENTS
INTRODUCTION ............................................................................................................... 1
1. COORDINATION ............................................................................................................... 1
2. PHASING ............................................................................................................................ 2
3. AREAS AND OPERATIONS AFFECTED BY THE CONSTRUCTION ACTIVITY .... 4
4. NAVIGATION AND PROTECTION ................................................................................ 6
5. CONTRACTOR ACCESS .................................................................................................. 7
6. WILDLIFE MANAGEMENT ........................................................................................... 10
7. FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT .................................................. 10
8. HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT ........................................ 11
9. NOTIFICATION OF CONSTRUCTION ACTIVITIES .................................................. 11
10. INSPECTION REQUIREMENTS .................................................................................... 13
11. UNDERGROUND UTILITIES ......................................................................................... 13
12. PENALTIES ...................................................................................................................... 14
13. SPECIAL CONDITIONS .................................................................................................. 14
14. RUNWAY AND TAXIWAY VISUAL AIDS .................................................................. 14
15. MARKING AND SIGNS FOR ACCESS ROUTES......................................................... 15
16. HAZARD MARKING AND LIGHTING ......................................................................... 15
17. PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS ............................. 15
18. OTHER LIMITATIONS ON CONSTRUCTION............................................................. 17 EXHIBIT 1 CONSTRUCTION SAFETY AND PHASING PLAN
EXHIBIT 2 CONSTRUCTION PROJECT DAILY SAFETY INSPECTION CHECKLIST
1 MADERA MUNICIPAL AIRPORT
MADERA, CALIFORNIA
REHABILITATE APRON A2 AND HANGAR TAXILANES
AIP NO. 3-06-0144-___-2025
CONSTRUCTION SAFETY AND PHASING PLAN
INTRODUCTION
The City of Madera, with Federal assistance from the Federal Aviation Administration under the Airport Improvement Program (AIP), proposes the Rehabilitation of Apron A2 and Hangar Taxilanes at Madera Municipal Airport, Madera, California. The Sponsor will comply and will require all parties involved with this project to comply with the Federal Aviation Administration (F.A.A.) requirements regarding safety and phasing of construction projects on airports.
The purpose of this Construction Safety and Phasing Plan (CSPP) is to provide the contractor and project manager guidance for compliance with Federal Aviation Administration (FAA) rules and regulations, and associated requirements of the City of Madera, with regards to access onto air operations areas of Madera Municipal Airport, Madera, California, during the construction of the subject project.
Prior to issuance of Notice to Proceed, the Contractor will prepare a Safety Plan Compliance Document (SPCD) specifically for this project, furnish the SPCD to the Engineer, and obtain Engineer’s approval of the document.
This Construction Safety and Phasing Plan is based on the guidance of FAA Advisory Circular 150/5370-2G, “Operational Safety on Airports During Construction.” The Checklist for FAA CSPP Review is included in this CSPP. The contractor will address all items checked on this list in his/her Safety Plan Compliance Document (SPCD) submitted prior to beginning work on this project.
1. COORDINATION
(a) Progress Meetings
The Sponsor will conduct predesign meetings, prebid meetings, preconstruction conferences, and weekly construction meetings to introduce and maintain the subject of airport operational safety during construction, as follows:
• Predesign Conference: This meeting will be held as soon as sufficient preliminary design work has been completed and prior to preparation of the 2 final plans and specifications. This meeting will be attended by the Design Engineer, Airport Management, Air Transport Association regional representatives, Airline Pilots Association representatives, fixed base operators, airline representatives, FAA airport certification inspector, and the Program Manager of the FAA Airports District Office, as appropriate for the airport. • Prebid Conference: This meeting will be held a minimum of 10 days prior to the bid opening date. The participants in this meeting will include prospective bidders, subcontractors, material suppliers, the Design Engineer, and Airport Management.
• Preconstruction Conference: This conference will be conducted as soon as practicable after the contract has been awarded and before issuance of notice to proceed. The participants will include the Design Engineer, Resident Project Representative (RPR), Airport Management, testing laboratory representative, Contractor and subcontractors, Contractor’s project superintendent, airport users, utility companies affected by the proposed construction, Federal, State or local agencies affected by the proposed construction, and the Program Manager of the FAA Airports District Office, as applicable.
• Weekly Meetings: Weekly progress meetings will be held at the airport.
Operational safety will be a standing agenda item for discussion during weekly progress meetings throughout the construction of this project. The Contractor will present an updated progress report for the total work and a two-week lookahead schedule. The participants will include the RPR, Airport Management, testing laboratory representative, Contractor’s project superintendent, subcontractors, airport users, and the Program Manager of the FAA Airports District Office, as applicable.
(b) Scope or Schedule Changes – Changes in the scope or duration of the project may necessitate revisions to the CSPP. These revisions will be submitted for review and approval by the airport operator and the FAA.
(c) FAA ATO Coordination: There are MALS, PAPIs, and REILs at the Madera Municipal Airport. These facilities will not be shut down during the construction of this project. Coordination with FAA ATO will not be required.
2. PHASING
The scope of work included in this project is as follows:
Rehabilitate Apron A2 and Hangar Taxilanes- Removal of the existing asphalt surface course and aggregate base course, recompaction of the existing aggregate base course, and the placement of new asphalt surface course. New airfield markings will be installed. This project is being bid with a Base Bid and two alternates, as shown on the Construction Safety and Phasing Plan, Exhibit 1.
3 (a) Phasing Elements - The details of the staging are shown on the Construction Safety and Phasing Plan Drawings,
Construction of this project will consist of the Base Bid only or the Base Bid plus Alternate 1 or the Base Bid plus Alternate 1 plus Alternate 2. The boundaries of each portion are as shown on the Construction Safety and Phasing Plan, Exhibit 1.
There are vehicle and aircraft restrictions to the hangars in the project areas as shown on Exhibit 1 and as follows:
Hangar Area Restrictions:
Hangar 1 – No vehicle or aircraft access to north side of hangar.
Hangar 2 – No vehicle, pedestrian, or aircraft access to hangar.
Hangar 3 – Access by vehicle, pedestrian, or aircraft tow limited to before 7:00 a.m. and after 5:00 p.m. on designated route.
Hangar 4 – Access by vehicle, pedestrian, or aircraft tow limited to before 7:00 a.m. and after 5:00 p.m. on designated route.
Hangar 5 – Vehicle access to hangar limited to using Gate G4.
Hangar 6 – No vehicle or aircraft access to south side of hangar. Use Gate G4.
Hangar 7 – No vehicle or aircraft access to south side of hangar. Use Gate G4.
Fuel truck access limited to designated route shown on Exhibit 1.
Hangar 8 – Aircraft access by towing limited to maximum of 5 times per day during hours of 7:00 a.m. to 5:00 p.m. Hangar owner will provide minimum one (1) vehicle flagger and one (1) wing walker during tow.
No vehicle or aircraft access to Hangars 2-4 and 6-8 for two weeks during final AC removal, AB preparation, prime coat, and new AC paving. Access route to Hangars 3 and 4 dependent on award of Alternate 1. Toe route shown is for Base Bid only. Hangar 5 will continue to have aircraft access.
NOTE: Hangar tenants from Hangars 3, 4, and 8 will attend safety meetings with RPR and Contractor prior to start of construction to review aircraft towing protocols.
Work Area 2 is the portion of the Base Bid and Alternate 2 located within the Taxiway P Object Free Area (TOFA), which extends to 62 feet from the taxiway centerline. Work Area 1 includes all other portions of the project designated to be rehabilitated.
When construction activity is scheduled to occur within the TOFA of Taxiway P, Contractor will be required to submit a detailed schedule a minimum of one week in advance of such activity and verify closure of the taxiway 48 hours prior to placing barricades. Contractor will furnish, install, and maintain barricades to close that portion of the taxiway in which the Contractor is working. 4 Barricades will be placed closing Taxiway C and the portion of Taxiway P adjacent to Work Area 2 while personnel or equipment are operating within that area.
Daytime closure of Taxiways C and P will be limited to a total of 10 days. Work may occur concurrently in Work Areas 1 and 2.
Following pavement demolition in Work Area 2, Contractor will construct shoulder backing graded to 5% adjacent to the open taxiway. Five percent (5%) shoulder backing will be in place and maintained at all times Taxiway P is open to air traffic and until paving operations in Work Area 2 are complete. Five percent (5%) shoulder backing will be in place on a daily basis in order to open Taxiway P at the end of the Contractor’s working day of 7:00 a.m. to 5:00 p.m.
No work will be performed on Saturday or Sunday.
At the preconstruction conference or two weeks prior to start of work (whichever is greater), the Contractor will provide a detailed schedule showing limits of proposed work and the locations of barricades. All schedules will be updated and coordinated with the Airport Manager and the RPR in order to NOTAM areas of closure. Contractor will notify Airport Manager and RPR 30 days prior to closure of the project site and installing barricades.
At each weekly meeting the Contractor will provide a detailed two week look ahead schedule showing limits of proposed work and the locations of barricades. (b) Construction Safety Drawings - The scope of the project and details of the phasing are shown on the following drawing:
Exhibit 1 – Construction Safety and Phasing Plan
3. AREAS AND OPERATIONS AFFECTED BY THE CONSTRUCTION ACTIVITY (a) Identification of Affected Areas. All areas affected by the construction activity in this project are shown on the Construction Safety and Phasing Plan, Exhibit 1.
Identified on this drawing are closures of air operations areas; Fire Department access routes; and access routes used by airport support vehicles and the Contractor.
The underground utilities affected by this contract are shown on this drawing. Also shown are approach/departure surfaces affected by heights of construction equipment and other temporary objects. Construction areas, storage areas, and access routes are also depicted on this drawing.
(b) Mitigation of Effects. It is necessary to maintain the safety and efficiency of airport operations during construction operations. The establishment of the following procedures will be required:
5 (1) Temporary Changes to Runway and/or Taxiway Operations:
Portions of Taxiway P, Taxiway C, Apron A2, and Hangar Taxilanes will be closed at various times during the construction of this project as described in Section 2(a) of this CSPP and shown on Exhibit 1, Construction Safety and Phasing Plan.
Construction will be limited to no closer than 150 feet from the runway centerline or 62 feet from the taxiway centerline, unless the runway and/or taxiway is closed or restricted to aircraft operations. The runway safety area from the runway threshold will be maintained at 300 feet, unless the runway is closed or restricted to aircraft operations.
Barricades will be placed closing Taxiway C and the portion of Taxiway P adjacent to Work Area 2 while personnel or equipment are operating within that area. Daytime closure of Taxiways C and P will be limited to a total of 10 days. Work may occur concurrently in Work Areas 1 and 2. Following pavement demolition in Work Area 2, Contractor will construct shoulder backing graded to 5% adjacent to the open taxiway. Five percent (5%) shoulder backing will be maintained at all times Taxiway P is open to air traffic and until paving operations in Work Area 2 are complete.
Aircraft operations on the airport must be maintained at all times in all areas except those that are specifically designated for closure. Any areas that are closed during the time work is performed will be marked with lighted barricades as shown on the Construction Safety and Phasing Plan and as directed by the Engineer.
Work within the RSA of Runways 12-30 and/or the TSAs and TOFA of Taxiway P and the cross taxiways will be done with these surfaces closed and proper NOTAMs will be filed by the airport operator.
Pull back operations are not allowed. If the contractor is working on a runway/taxiway or in the RSA/TSA/TOFA, the surface will be closed.
During the construction of the project, the Contractor will provide a qualified flagger to monitor Airport frequency 122.800 MHz and observe aircraft operations when Contractor is moving equipment and materials across Taxiway P.
(2) Modifications to Aircraft Operation:
When work is being performed in the Taxiway P TOFA, all aircraft will back taxi on Runway 12-30. For details of the aircraft routes for this phase see Exhibit 1.
6 (3) Detours for Fire Department and Other Airport Vehicles:
All Fire Department and other airport vehicles will have access to all areas on the airport during construction of this project except those areas of the airport that are closed for construction operations. The detour route for these vehicles is shown in blue on Exhibit 1.
(4) Maintenance of Essential Utilities and Underground Infrastructure:
Underground infrastructure that will be affected by this project will be the electrical cable and duct. It will be necessary during this project to protect all utilities and underground infrastructure.
There will be no temporary utilities installed. If one of the existing utility lines is damaged, specifications require the Contractor to immediately repair it at his/her cost and to reimburse the Airport for damages due to shut down. If these damaged utilities cannot be immediately repaired, the Airport will immediately issue required NOTAMs.
(5) Temporary Changes to Air Traffic Control Procedures.
Madera Municipal Airport does not have an Air Traffic Control Tower.
Prior to any construction, a NOTAM will be issued identifying areas of closure and times of closures. The RPR, who will be on site during construction, will be equipped with a two-way radio and will monitor Unicom frequency and notify aircraft operating in the area of facility closures, or other safety related items.
4. NAVIGATION AND PROTECTION
There are navigational aids (NAVAIDs) existing on this airport including PAPIs on Runways 2 and 20, REIL on Runway 12, and a MALSF for Runway 30. These NAVAIDs and corresponding critical areas are shown on the Construction Safety and Phasing Plan Drawing, Exhibit 1. Such facilities must be fully protected during the entire construction time period. (a) NAVAIDs Affected by Construction
No NAVAIDs will be affected by the construction of this project. (b) NAVAIDs Placed out of Service
No NAVAIDs will be placed out of service during the construction of this project. 7 (c) Protection of NAVAIDs Remaining in Service
The Contractor will be limited to no closer than 500 feet from the NAVAID facilities as shown on the CSPP drawing. Work under this contract can be accomplished in the vicinity of these facilities only at approved periods of time. Approval will be subject to withdrawal at any time because of changes in weather, emergency conditions on the existing airfield areas, anticipation of emergency conditions, and for any other reason determined by the RPR acting under the orders and instructions of the airport management. Any instructions to the Contractor to clear any given area, at any time, by the Engineer or Airport Management (by radio or other means) shall be immediately executed. Construction work will be commenced in the cleared area only when additional instructions are issued by the proper authorities. (d) NOTAMs
When NAVAIDs are shut down during construction, experience an unexpected power outage, or are otherwise affected by construction activities, the Airport will issue a Notice to Airmen (NOTAM) as outlined in Article 9 of this CSPP. (e) Protection of Underground Cable
There are underground ducts, cable, water lines and sewer lines in the construction area to serve the hangars. These facilities will not be affected by the construction of this project.
(f) Temporary NAVAIDs
No temporary NAVAIDs will be required during the construction of this project.
5. CONTRACTOR ACCESS
(a) Stockpiled Construction Materials
The contractor will be allowed to temporarily stockpile construction materials in the Contractor’s Storage and Staging Area as shown on the CSPP Drawing, Exhibit
1. Contractor will coordinate with the RPR and Airport Manager for control access to the designated Contractor’s entrance gate for the Storage and Staging Area. The perimeter will be marked by approved barricades or fencing. All stockpiled materials will be removed prior to completion of the project and any damage to the pavements caused by the Contractor will be repaired at the Contractor’s expense.
Contractor will clear and grade the area for storage. No separate payment will be made for clearing and grading. Area will be restored to its original condition once the project is complete.
8 Stockpiled materials will not be permitted within the Runway Safety Area (RSA) and Object Free Zone (OFZ). If it becomes necessary to stockpile materials in the Runway Object Free Area (ROFA), the Sponsor will submit a 7460-1 form to the FAA Airports District Office in Walnut Creek, California.
Stockpiles will be limited to a height of 3 feet, will be graded to drain, and will be clearly marked and lighted during hours of restricted visibility or darkness in accordance with Article 16 of this CSPP. The Contractor will determine and verify that stockpiled materials are stabilized and stored at the approved location shown on the CSPP drawing so as not to be a hazard to aircraft operations and to prevent attraction of wildlife (see Article 6) and foreign object damage (see Article 7).
Contractor will be responsible for maintaining the security, safety, and cleanliness of the Contractor’s Storage and Staging Areas at all times. (b) Vehicle and Pedestrian Operations
It is critical that all pedestrians and vehicles are prevented from unauthorized entry to the Air Operations Area (AOA). The Construction Safety and Phasing Plan, Exhibit 1 clearly delineates the designated access and haul routes for each stage, employee parking areas, and construction equipment parking areas. Contractor’s personnel and equipment will be limited to the construction areas, parking areas, and haul routes shown on the CSPP Drawing.
Vehicle parking areas will not impact NAVAID signals or penetrate FAR Part 77 imaginary surfaces.
Employee parking and construction vehicle parking will be restricted to the Contractor’s Storage and Staging Areas as shown on the CSPP drawing, Exhibit 1.
Vehicle and construction traffic will be held off from all active paved areas and in no case allowed to cross the active runway unescorted. Access to the construction site will be off Airport Drive as shown on the CSPP drawing. All haul roads will be kept broom clean. Haul routes are indicated in red on the CSPP drawing, Exhibit
1. Contractor will maintain haul road and paved surfaces clear of debris at all times.
Apron and taxiways will be maintained broom clean.
Contractor will use Gate G4 to access the site, and this gate will remain closed at all times except when authorized equipment is actually entering the airport. During continuous use of a gate for delivery of equipment or materials, Contractor will request that the Airport place the gate in a locked open state and Contractor will provide a flatter, trained by the Airport, and place the flagger at the open gate to keep unauthorized personnel and wildlife from entering the airport.
Gate G3 will be closed to all vehicle traffic for the duration of the project. Airport will place gate in a locked closed state. Contractor will erect a “DO NOT ENTER” sign and a directional “DETOUR” sign pointing toward Gate G4. 9 Contractor’s vehicles and equipment will include a flag on a staff attached to the vehicle so that the flag will be readily visible. The flag will be at least a 3-foot by 3-foot square having a checkered pattern of international orange and white squares at least 1 foot on each side. During periods of low visibility Contractor vehicles and equipment will be equipped with an amber flashing light mounted on the uppermost part of the vehicle structure.
All vehicle/equipment operators driving on the airport must have an appropriate level of knowledge of airport rules and regulations. The Contractor will be required to submit a list of authorized vehicle operators to the Airport. The vehicle operators will be required to maintain a current drivers’ license. Driver training will be limited to designating areas to be avoided and areas where free access will be available. No vehicle will be allowed to cross an active pavement without an escort.
All vehicle operators will be trained on airport procedures, safety, work area limits, security, and communications. All personnel with movement area driving privileges will be trained on pedestrian and ground vehicle procedures, including consequences of noncompliance, prior to moving on foot, or operating a ground vehicle, in movement areas or safety areas.
(c) Radio Communications
Vehicular traffic located in or crossing an active movement area will have a working two-way radio tuned to Unicom frequency 122.800 MHz or be escorted by an Airport-Furnished flag person. The driver, through personal observation, will confirm that no aircraft is approaching the vehicle position. Construction personnel may operate in a movement area without two-way radio communication provided a NOTAM is issued closing the area and that the area is properly marked to prevent incursions and the Airport-furnished flagger is present to control operations. Twoway radio communications are required on Unicom frequency 122.800 MHz.
Continuous monitoring is required. The Airport’s flagger will be the project engineer’s specialist. These flaggers will be trained on all movement area procedures.
Contractor will provide a qualified flagger with a radio to monitor Airport Frequency 122.800 MHz and observe aircraft operations when Contractor is working near active runways, taxiways, and restricted areas. (d) Airport Security
There is a security fence and gates around the property of this airport. The gate used by the Contractor will be the gate located as shown on Exhibit 1 and will be kept locked except for entrance of approved personnel and equipment or will be manned by Contractor-furnished trained flaggers to control entrance to the airport.
During continuous use of a gate for delivery of equipment or materials, Contractor 10 will be required to request that the Airport place the gate in a locked open state.
Contractor will provide a flagger, trained by the Airport, and place the flagger at the open gate to keep unauthorized personnel and wildlife from entering the airport.
The security fence, designated Contractor gates, and secure areas on the airport are shown on the CSPP Drawing. All contractor’s flaggers will be trained by the Airport.
In accordance with the requirements of the Federal Aviation Administration as set forth in FAR 107.11(F), the Contractor will take all steps necessary to assure Owner that the backgrounds of all employees have been checked to the extent necessary to assure that permitting them unescorted access to any area on the airport controlled for security reasons is appropriate. This background check, to the extent allowable by law, will include at a minimum references and prior employment histories to the extent necessary to verify representations made by the employee relating to employment in the preceding 5 years.
6. WILDLIFE MANAGEMENT
The airport is fenced with 6-foot chain link perimeter fence and security gates. All gates will remain closed at all times except when vehicles are entering or exiting them or they are guarded by a Contractor-furnished flagger as stated in Article 5 of this CSPP.
Care will be taken to prevent inadvertent incidents of wildlife hazards by ensuring access gates are properly secured to prevent wildlife entry.
The Contractor will carefully control and continuously remove waste or loose materials that might attract wildlife and be aware of and avoid construction activities that might attract wildlife such as:
• Trash – Food scraps will be collected from construction personnel activity. • Standing water
• Disruption of existing wildlife habitat.
• Open trenches, excavation, and stockpile materials.
• Poorly maintained fencing and gates.
Should the Contractor encounter wildlife on the airport, he/she will immediately notify Airport Management.
All trash will be placed in waste containers to prevent the attraction of wildlife. Waste containers will be equipped with lids and secured at all times. No trash or debris will be left on site by the Contractor.
7. FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT
The Contractor will not be allowed to leave or place foreign object debris (FOD) on or near active aircraft movement areas and will be required to control and monitor FOD. Materials tracked 11 onto these areas will be continuously removed during the construction project by broom sweeping.
Ground vehicle tires will be inspected daily to ensure they are not tracking FOD onto the airfield pavements. Daily inspections of these aircraft movement areas will be made by the RPR as discussed in Article 10 of this CSPP.
8. HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT
The Contractor will be required to manage and contain any hazardous materials (HAZMAT) on the airport. Contractors operating construction vehicles and equipment on the airport must be prepared to expeditiously contain and clean up spills resulting from fuel or hydraulic fluid leaks. The Contractor will refrain from topping off vehicle fuel tanks and have sorbent materials available in the fueling area for when small spills occur.
It is not anticipated that there will be any hazardous materials used or encountered during the construction of this project. The Contractor will be required to keep Material Safety Data Sheets (MSDS) available for inspection for all materials delivered to the airport.
9. NOTIFICATION OF CONSTRUCTION ACTIVITIES
(a) List of Responsible Representatives. It will be necessary to keep the following people totally informed of the operations that the contractor proposes to perform at Madera Municipal Airport.
Sponsor:
Ismael Hernandez, Public Works Operations Director............(559) 661-5466 David Austin, Administrative Analyst.....................................(559) 662-4951 F.A.A.
Barry Franklin, Civil Engineer/Program Manager ..................(925) ဨ3 Resident Project Representative (RPR)
Melissa Brandley, Project Manager............................. (916) 652-4725 Office ..........................................................................................(916) 316-1415 Cell David Baltazar, RPR.................................................... (916) 652-4725 Office ..................................................................................................(916) 600-2418 At the start of construction, the Contractor will be required to provide the RPR with the names, telephone numbers, cell phone numbers, and e-mail addresses of all Contractor personnel that are responsible for on-call 24/7 services if necessary. (b) NOTAMs
The Airport Management will issue Notices to Airmen (NOTAMs) as required accurately describing current airport conditions and contractor operations. This will be coordinated with tenants of the airport. Ismael Hernandez, Public Works Operations Director, and David Austin, Administrative Analyst, will be the primary 12 contacts responsible for issuing, maintaining, and canceling NOTAMs. The Airport Management has provided a list of airport employees who are authorized to issue NOTAMs to the FSS air traffic manager.
NOTAMs will be issued clearly identifying where the construction work is being performed and during which periods.
(c) Emergency Notifications:
In case of emergency during the construction of this project, Contractor will notify one or more of the following:
Fire/Police/Ambulance - Emergency..................................................Call 911 Airport Radio Communication (Article 5 of CSPP) ...................... 122.8 Mhz Madera City Fire Department – Non Emergency....................(559) 675-7799 Madera Police Department – Non Emergency ........................(559) 675-4200 Madera Community Hospital...................................................(559) 675-5555 Poison Control .........................................................................(800) 222-1222 (d) Coordination with Fire Department Personnel:
The Contractor will be required to notify Airport and/or Fire Department personnel if any water lines or fire hydrants are damaged or deactivated. The Contractor will also notify Airport and/or Fire Department personnel if there are any blocked or rerouted emergency access routes or if hazardous materials will be used on the airfield. The non-emergency telephone number for the Fire Department is (559) 675-7799 and the contact person is Dispatcher on Duty. Contractor will confirm in writing the date and time Fire Department was notified and the contact person. (e) Notification to the FAA:
Part 77. The Contractor will coordinate with the RPR who will file a 7460-1 form with the F.A.A. Airports District Office in Walnut Creek if any construction equipment (i.e. cranes, graders, other equipment) affects navigable airspace as defined in FAR Part 77.
NAVAIDS. For emergency notification about impacts to both airport owned and FAA owned NAVAIDs Airport Management will contact the Operations Control Center at (866) 432-2622.
If construction operations require a shutdown of more than 24 hours, or more than 4 hours daily on consecutive days, of a NAVAID owned by the airport but maintained by the FAA, FAA ATO/Technical Operations will be provided a 45- day minimum notice prior to facility shutdown.
13 If construction operations will cause impacts to NAVAIDs, the Airport Management will contact FAA ATO Service Area Planning and Requirements Groups a minimum of 45 days prior to implementing these operations and coordinate the shutdown with the local FAA ATO/Technical Operations office, including necessary reimbursable agreements and flight checks. A 7-day notice will be given to FAA ATO to schedule the actual NAVAID shutdown.
10. INSPECTION REQUIREMENTS
The Airport will provide an inspector to ensure that all Contractor operations comply with all requirements of the plans, specifications, and this Safety Plan. It will be his/her duty to inspect materials and workmanship of the work under instructions of the Airport or Engineer and to report any and all deviations from the Drawings, Specifications, and other Contract provisions that may come to his/her notice. The inspector will have the right to order the work entrusted to his/her supervision immediately stopped, if in his/her opinion such action becomes necessary, until the Owner or Engineer is notified and has determined and ordered that the work may proceed in due fulfillment of all Contract requirements.
(a) Daily Inspections. Daily inspections will be conducted to ensure conformance with the CSPP. Exhibit 2 of this CSPP includes a Construction Project Daily Safety Inspection Checklist for this purpose.
(b) Final Inspections. Whenever an area on the airport is reopened for aircraft operations, an inspection will be conducted to assure compliance with the plans, specifications, and CSPP. At the end of the project a final inspection will be held by the RPR, the Airport Management, and the Federal Aviation Administration to assure all components of the project comply with the plans, specifications, and CSPP.
11. UNDERGROUND UTILITIES
Not less than two full working days prior to performing any excavation, the Contractor will be required to notify Underground Service Alert (USA) by calling 811 and request that utility owners mark or otherwise indicate the location of their facilities in the work site. The Contractor will take all necessary measures to protect all utilities and all structures found at the site. It is the Contractor’s responsibility to verify the exact location and depth of all utilities prior to construction. Utilities shown on Exhibit 1 are from available records and field measurements.
In case of accidental utility disruption, utilities owners’ contacts and telephone numbers are included below:
Electrical/Gas – Pacific Gas and Electric........................................... (559) 675-2258 Sewer, Water and Storm Drain Services – City of Madera ..................(559) 661-5466 Water – Madera Irrigation District..................................................... (559) 673-3514 Telephone – AT&T...........................................................................(800) 222-0400 Cable – Media One................................................................................(559) 455-4231 14 Refer to Article 9 of this CSPP for procedures for contacting the Fire Department and FAA in case of interruption of water service and NAVAIDs, respectively.
12. PENALTIES
If in the opinion of Airport Management or the RPR, the Contractor’s employees or subcontractors are in violation of the airport’s rules and regulations, including this CSPP, is of sufficient magnitude as to cause danger to life and property, the RPR shall have the right to stop all work on this contract for a period of forty-eight (48) hours as a contractual penalty.
Any vehicle operator who willfully violates the CSPP will be required to leave the job site.
13. SPECIAL CONDITIONS
Some special conditions may trigger specific safety mitigation actions outlined in this CSPP. These may include low visibility operations, aircraft in distress, aircraft accident, security breach, Vehicle/Pedestrian Deviations (VPD), and other activities requiring construction suspension/resumption. In order to be advised of these special conditions and actions to be taken, the Contractor shall at all times maintain radio contact as specified in Article 5 of this CSPP.
Should an aircraft emergency occur anyplace on the airport, the Contractor will be required to move all personnel and equipment beyond the safety area of the runway and taxiways and to refrain from moving out of these areas to resume work until specifically authorized by Airport personnel. The area around the downed aircraft shall be evacuated and not reentered by the Contractor until given permission, except for lifesaving activities.
Contractor will be responsible for dust and erosion control during the duration of the project. Contractor will acquire water permits as required prior to start of any work on the airport.
Contractor will protect all survey markers, property corner markers, and benchmarks from damage. Contractor will verify project benchmark prior to start of work.
14. RUNWAY AND TAXIWAY VISUAL AIDS
There exist on the airport runway and taxiway marking, runway and taxiway lights and signs, and visual NAVAIDs. These facilities are shown on the attached Construction Safety and Phasing Plan Drawing, Exhibit 1. Areas where aircraft will be operating will be clearly and visibly separated from construction areas. Throughout the duration of the construction project, these areas will remain clearly marked and visible at all times and all marking, lighting, signs, and visual NAVAIDs will remain in place and operational.
It will not be necessary to install temporary marking, lights, signs, or visual NAVAIDS during the construction of this project.
15 Lights, markings, signs, and visual NAVAIDs adjacent to areas used by aircraft will comply with the frangibility requirements of Advisory Circular 150/5220-23, Frangible Connections.
For a visaid service outage greater than 24 hours or for less time, but over consecutive days, a scheduled facility service outage NLT will be requested 30 days in advance using FAA Form 6000- 26, “Airport Sponsor Strategic Event Submissions Form and emailed to [email protected].
15. MARKING AND SIGNING FOR ACCESS ROUTES
The marking and signing for access routes to the construction site is shown on the Construction Safety and Phasing Plan. Signs will conform to Advisory Circular 150/5340-18F, Standards for Airport Sign Systems. To the extent possible, signs will be in conformance with the Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD) and/or State highway specifications and will not be hand lettered.
16. HAZARD MARKING AND LIGHTING
The airport will be open during construction of the work on this project. The Contractor will erect and maintain hazard marking and lighting at the boundary of the work area to keep aircraft from entering the Contractor’s work areas and to keep the Contractor’s personnel and equipment from occupying any of the areas open for aircraft operations. Hazard marking and lighting will also be placed to identify small areas under repair, stockpiled material, waste areas, and areas subject to jet blast. The locations and details of barricades to be placed in this project are shown on the Construction Safety and Phasing Plan, Exhibit 1.
The barricades will be plastic water-filled lighted barricades as shown on the Construction Safety and Phasing Plan, Exhibit 1. Each barricade will have two solar-powered lights with red lenses each controlled by photocells such that they are on continuous at night and off by day. Maximum spacing between barricades will be four (4) feet. Spacing will be such that a breach is physically prevented barring a deliberate act. Barricades will have alternate orange and white diagonal striping.
The barricades will be supplemented with signs such as “No Entry” and/or “No Vehicles,” as necessary. All barricades will be removed at the completion of the contract.
All barricades will be placed 20 feet back from the edge of an active runway, taxiway, or apron.
The Contractor will supply the names and telephone numbers of persons responsible for the emergency maintenance of the hazard marking and lighting during construction of this project who will be available 24 hours a day.
17. PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS
No construction may occur within a runway safety area (RSA) or taxiway safety area (TSA) while the associated runway or taxiway is open for aircraft operations. These safety areas, 16 along with the runway object free zone (OFZ) and object free area (OFA), taxiway OFA, and runway approach surfaces, are shown on the Construction Safety and Phasing Plan, Exhibit 1.
No blasting operations will be required or allowed during the construction of this project.
Open trenches or excavations will not be permitted within the RSA while the runway is open for aircraft operations. The Contractor will furnish, erect, and maintain red or orange flags, as approved by the airport operator, and red lights during hours of restricted visibility or darkness, around open trenches, excavations, temporary stockpiles, and his/her parked construction equipment that may be hazardous to the operation of aircraft, emergency fire-rescue, or maintenance vehicles on the airport. See Article 16 of this CSPP for details of Hazard Marking and Lighting.
No drop-off greater than 3 inches will be allowed to exist within the RSA (250 feet of the centerline of Runway 9-27) or TSA (62 feet of the centerline of taxiways) for runways and taxiways that are open for aircraft operations at night, weekends, or during periods when the Contractor is not working in these areas. If excavation occurs within the RSA or TSA that leaves a depression greater than 3 inches, the Contractor will fill the excavated area such as to maintain a maximum 3 inch drop off at the edge of pavement and extend at a maximum slope of 5 percent from the edge of pavement. This embankment will be rolled a sufficient amount such that it will withstand truck traffic without rutting. The backfill will be removed from this area or spread out and used as the specified segment of the pavement section when work resumes in the area.
The RSA and TSA will be:
a. Cleared and graded and have no potentially hazardous ruts, humps, depressions, or other surface variations.
b. Drained by grading or storm sewers to prevent water accumulation. c. Capable under dry conditions of supporting construction and maintenance equipment, aircraft rescue, fire-fighting equipment, and the occasional passage of aircraft without causing structural damage to the aircraft. d. Free of objects, except for objects that need to be located in the RSA because of their functions. These objects will be constructed on low impact resistant supports (frangible mounted structures) to the lowest practical height with the frangible point no higher than 3 inches above finished grade.
During all times that Contractor’s personnel and equipment are not working on the project, they will be located to a point greater than 250 feet from the centerline of Runway 12-30. All equipment will be stored in the Contractor’s Storage and Staging Area at night and during the weekends.
Construction may be permitted in the runway OFA. However, equipment must be removed from the runway OFA when not in use, and material will not be stockpiled in the runway OFA. 17 Stockpiling material in the OFA requires submittal of a 7460-1 and justification provided to the FAA Airports District Office for approval.
No construction may occur within a taxiway OFA while the taxiway is open for aircraft operations.
No construction equipment or personnel may penetrate the OFZ while the runway is open for aircraft operations.
All personnel, materials, and/or equipment must remain clear of the applicable runway approach/departure areas and clearways as shown on the Construction Safety and Phasing Plan.
During construction an experienced flagger furnished by the Airport will have a two-way radio tuned to Unicom frequency 122.800 MHz and will control Contractor’s personnel and equipment operations in these secure areas. He/she will also by visual observation identify any aircraft operation at the airport as detailed in Article 5 of this CSPP. NOTAMs will be issued to alert pilots of this condition. During all times when Contractor’s equipment and personnel are not working on the project, equipment shall be moved back to a point 250 feet from the centerline of Runway 12-30. At night and weekends all Contractor’s equipment shall be moved to the Contractor’s Storage Staging Areas as shown on the Construction Safety and Phasing Plan.
If it is necessary to use construction equipment (cranes, concrete pumps, etc.) that is higher than 25 feet, a 7460-1 determination will be issued for such equipment as outlined in Article 18 of this CSPP.
18. OTHER LIMITATIONS ON CONSTRUCTION
Additional limitations on construction include, but are not limited to:
a. No use of equipment taller than 25 feet (cranes, concrete pumps, and so on) unless a 7460-1 determination letter is issued for each piece of equipment. Contractor must allow for up to 50 working days after the request to use equipment taller than 25 feet to allow for FAA to make a determination on a 7460-1. b. No use of open flame welding or torches unless fire safety precautions are provided and the airport operator has approved their use.
c. No use of electrical blasting caps on or within 1,000 feet of the airport property. d. No use of flare pots within the air operations area.
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8323.02.Safety
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G:\83 MADERA\23 TAXILANES\BID SET\8323.02.SAFETY.DWG PLOTTED BY Kevin Currey 11/20/2024 11:11 AM 6125 KING ROAD, SUITE 201 ∙ LOOMIS, CALIFORNIA 95650 ∙ (916) 652-4725 11/19/2024
83.23 MSB
CONSTRUCTION SAFETY & PHASING PLAN
MADERA MUNICIPAL AIRPORT MADERA CALIFORNIA
REHABILITATE APRON A2 & HANGAR TAXILANES BARRICADE NOTES: 1. CONTRACTOR WILL FURNISH, INSTALL, AND MAINTAIN PLASTIC WATER-FILLED LIGHTED BARRICADES.
AIRPORT TO PROVIDE 50 BARRICADES.
2. EACH BARRICADE SHALL HAVE 2 SOLAR-POWERED LIGHTS WITH RED LENSES EACH CONTROLLED BY PHOTOCELLS SUCH THAT THEY ARE ON CONTINUOUS AT NIGHT AND OFF BY DAY.
3. BARRICADES SHALL BE SECURED IF NECESSARY TO RESIST MOVEMENT FROM JET BLASTS OR PROP BLAST.
4. LOCATE BARRICADES AS SHOWN ON THE PLAN AND DIRECTED BY RESIDENT PROJECT REPRESENTATIVE.
WHERE SPACING BETWEEN BARRICADES IS PERMITTED, SPACING SHALL NOT EXCEED 4 FEET. SEE THISSHEET FOR LOCATIONS.
5. AT THE COMPLETION OF THE CONSTRUCTION, ALL BARRICADES SHALL BE DRAINED OF WATER AND REMOVED FROM THE AIRPORT. FIFTY(50) AIRPORT BARRICADES SHALL BE RETURNED TO AIRPORT STORAGE YARD.
96" (84" WHEN CONNECTED)
SAFETY ORANGE PRISMATIC REFLECTOR
WHITE PRISMATIC REFLECTOR SOLAR WARNING LIGHT
FORK LIFT GROOVE SAFETY ORANGE WATER RELEASE PLUG
10" WATER-FILLED BARRICADE
NOT TO SCALE
TAXIWAY P
TAXIWAY B
AVIATION DRIVE
TAXIWAY D
RUNWAY 12-30
TAXIWAY C
TAXIWAY E
AIRPORT
DRIVE
X X X
SAFETY PLAN NOTES:
1. CONSTRUCTION OF THIS PROJECT WILL BE PERFORMED AS EITHER THE BASE BID ONLY, THE BASE BID AND ALTERNATE 1, OR THE BASE BID AND ALTERNATE 1 AND ALTERNATE 2. THEDIVISION OF EACH PORTION IS AS SHOWN ON THIS SHEET. WORK AREA BOUNDARIES ANDBARRICADE PLACEMENT SHALL BE AS SHOWN ON THIS SHEET AND DESCRIBED IN THESE NOTES.FOR VEHICLE AND AIRCRAFT RESTRICTIONS TO HANGARS IN PROJECT AREA SEE HANGAR ACCESS RESTRICTION TABLE THIS SHEET.
2. WORK AREA 2 IS THE PORTION OF THE BASE BID AND ALTERNATE 2 WITHIN THE TAXIWAY P OBJECT FREE AREA (TOFA), WHICH EXTENDS TO 62' FEET FROM THE TAXIWAY P CENTERLINE.
WORK AREA 1 IS ALL OTHER PORTIONS OF THE PROJECT DESIGNATED TO BE REHABILITATED.
3. CONTRACTOR'S STORAGE AREA SHALL BE DESIGNATED IN THE AREA SHOWN ON THE PLANS AND THE PERIMETER MARKED BY APPROVED BARRICADES OR FENCING. NO SEPARATE PAYMENT FOR CLEARING & GRADING.
4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SECURITY AND CLEANLINESS OF THE WORK SITE AND CONTRACTOR'S STORAGE AREA AT ALL TIMES. CONTRACTOR SHALL MAINTAIN HAUL ROAD AND PAVED SURFACES CLEAN OF DEBRIS AT ALL TIMES. APRON AND TAXIWAYS SHALL BE MAINTAINED BROOM CLEAN.
5. CONTRACTOR SHALL LIMIT ALL CONSTRUCTION VEHICLE ACTIVITY TO THE LIMITS OF THE PROJECT AND THE HAUL ROAD SHOWN ON THE PLANS. NO CONSTRUCTION TRAFFIC WILL BE ALLOWED BEYOND THE LIMITS OF THE WORK AREA AND DESIGNATED HAUL ROUTES.
6. CONTRACTOR SHALL NOTIFY AIRPORT MANAGER AND RPR 30 DAYS PRIOR TO CLOSURE OF THE PROJECT SITE AND INSTALLING BARRICADES. CONTRACTOR SHALL FURNISH, ERECT & MAINTAINLIGHTED BARRICADES AT THE BOUNDARY OF THE WORK AREA TO KEEP VEHICLES AND AIRCRAFT FROM ENTERING THE CONTRACTOR'S WORK AREAS.
7. WHEN CONSTRUCTION ACTIVITY IS WITHIN THE TAXIWAY OBJECT FREE AREA, CONTRACTOR
SHALL SUBMIT A DETAILED SCHEDULE, A MINIMUM OF ONE WEEK IN ADVANCE OF SUCH ACTIVITY AND VERIFY CLOSURE OF TAXIWAY 48 HOURS PRIOR TO PLACING BARRICADES.
CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN BARRICADES TO CLOSE THAT PORTIONOF TAXIWAY IN WHICH THE CONTRACTOR IS WORKING
8. CONTRACTOR WILL PROVIDE A QUALIFIED FLAGGER WITH RADIO TO MONITOR AIRPORT FREQUENCY, 122.80 MHZ AND OBSERVE AIRCRAFT OPERATIONS WHEN CONTRACTOR IS WORKING NEAR ACTIVE RUNWAYS, TAXIWAYS AND RESTRICTED AREAS.
9. BARRICADES SHALL BE PLACED CLOSING TAXIWAY C AND THE PORTION OF TAXIWAY P ADJACENT TO WORK AREA 2 WHILE PERSONNEL OR EQUIPMENT ARE OPERATING WITHIN THATAREA. DAYTIME CLOSURE OF TAXIWAYS C & P SHALL BE LIMITED TO A TOTAL OF 10 DAYS.
WORK MAY OCCUR CONCURRENTLY IN WORK AREAS 1 AND 2.
FOLLOWING PAVEMENT DEMOLITION IN WORK AREA 2, CONTRACTOR SHALL CONSTRUCT SHOULDER BACKING GRADED TO 5% ADJACENT TO THE OPEN TAXIWAY. 5% SHOULDER
BACKING SHALL BE IN PLACE AND MAINTAINED AT ALL TIMES TAXIWAY P IS OPEN TO AIR TRAFFIC, AND UNTIL PAVING OPERATIONS IN WORK AREA 2 ARE COMPLETE. 5% SHOULDER
BACKING SHALL BE IN PLACE ON A DAILY BASIS IN ORDER TO OPEN TAXIWAYS C & P AT THE END OF THE CONTRACTOR'S WORKING DAY OF 7AM TO 5PM.
10. CONTRACTOR SHALL PROTECT ALL SURVEY MARKERS, PROPERTY CORNER MARKERS, AND BENCH MARKS FROM DAMAGE.
11. AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT U.S.A. - UNDERGROUND SERVICE ALERT - AT (811) AND REQUEST THAT UTILITY
OWNERS MARK OR OTHERWISE INDICATE THE LOCATION OF THEIR FACILITIES IN THE WORK SITE. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL UTILITIES AND ALL STRUCTURES FOUND AT THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION. UTILITIES SHOWN ARE FROM AVAILABLE RECORDS AND FIELD MEASUREMENTS.
12. SHOULD CONTRACTOR ENCOUNTER AND DAMAGE A WATERLINE ON THE AIRPORT THEY SHALL IMMEDIATELY NOTIFY THE LOCAL FIRE DEPARTMENT AND THE AIRPORT.
13. IN CASE OF AN AIRCRAFT EMERGENCY THE AREA AROUND THE AIRCRAFT SHALL BE EVACUATED
AND NOT REENTERED BY THE CONTRACTOR WITHOUT GIVEN PERMISSION EXCEPT FOR LIFESAVING ACTIVITIES.
14. CONTRACTOR SHALL USE GATE G4 AND THIS GATE SHALL REMAIN CLOSED AT ALL TIMES EXCEPT WHEN AUTHORIZED EQUIPMENT IS ACTUALLY ENTERING THE AIRPORT. DURING CONTINUOUS
USE OF A GATE FOR DELIVERY OF EQUIPMENT OR MATERIALS, CONTRACTOR SHALL REQUEST THAT THE AIRPORT PLACE THE GATE IN A LOCKED OPEN STATE; CONTRACTOR SHALL PROVIDE A FLAGGER, TRAINED BY THE AIRPORT AND PLACE THE FLAGGER AT THE OPEN GATE TO KEEPUNAUTHORIZED PERSONNEL AND WILDLIFE FROM ENTERING THE AIRPORT.
15. GATE G3 SHALL BE CLOSED TO ALL VEHICLE TRAFFIC FOR DURATION OF THE PROJECT. AIRPORT WILL PLACE GATE IN A LOCKED CLOSED STATE. CONTRACTOR SHALL ERECT A "DO NOT ENTER"SIGN AND A DIRECTIONAL "DETOUR' SIGN POINTING TOWARDS GATE G4.
16. DETAILED CONSTRUCTION SCHEDULES SHALL BE UPDATED AND COORDINATED WITH THE AIRPORT MANAGER AND RPR.
17. ALL EQUIPMENT OPERATING DURING DAYLIGHT HOURS SHALL BE EQUIPPED WITH AN ORANGE AND WHITE CHECKERED FLAG OR FLASHING AMBER BEACON. EQUIPMENT OPERATING IN LOWVISIBILITY CONDITIONS, DAWN OR DUSK HOURS SHALL BE EQUIPPED AND USE AN AMBER FLASHING BEACON.
18. CONTRACTOR'S STORAGE AND STAGING AREA LOCATION SHALL BE DESIGNATED BY THE AIRPORT MANAGER. CONTRACTOR SHALL CLEAR & GRADE AREA FOR STORAGE. NO SEPARATE PAYMENT FOR CLEARING & GRADING. AREA SHALL BE BE RESTORED TO ITS ORIGINAL CONDITION ONCE PROJECT IS COMPLETE.
19. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST AND EROSION CONTROL DURING THE DURATION OF THE PROJECT. CONTRACTOR SHALL ACQUIRE WATER PERMITS AS REQUIREDPRIOR TO START OF ANY WORK ON THE AIRPORT.
20. ALL TRASH SHALL BE PLACED IN WASTE CONTAINERS TO PREVENT FOREIGN OBJECT DEBRIS AND THE ATTRACTION OF WILDLIFE. WASTE CONTAINERS SHALL BE EQUIPPED WITH LIDS AND SECURED AT ALL TIMES. NO TRASH OR DEBRIS SHALL BE LEFT ON SITE BY THE CONTRACTOR.
GRID NORTH
45°
TO TRUE NORTH
TRUE NORTH
200 0 100 200
SCALE: 1"=200'
MADERA CTAF: 122.8
RUNWAY OBJECT FREE AREA
LEGEND
RUNWAY SAFETY AREAPROJECT WORK AREA - BASE BID
CONTRACTOR'S STORAGE AREA
EXISTING BUILDINGEXISTING PAVEMENTHAUL ROAD
ARFF ACCESS ROUTE
LOW PROFILE BARRICADE W/ 4' SPACING ALLOWED WITH WORK ZONE IDEXISTING FENCE
AIRCRAFT ROUTE
X X X
62'
WORK AREA 2
BASE BID
ALTERNATE 1
ALTERNATE 2
PROJECT WORK AREA - ALTERNATE NO. 2PROJECT WORK AREA - ALTERNATE NO. 1 2 2
1 1 2
1 2
X X X X X X X X X CONTINUOUS LOW PROFILE BARRICADE WITH WORK ZONE ID X X X
X X X X X X
X X X X X X X X X X X X X X X X X X X X X
X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TAXIWAY P ALTERNATE 2 ALTERNATE 1 BASE BID
X X X X X X
1 1 2
2 2
1 2
1 2
1 2
1 2
1 2
X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X
ALTERNATE 2
HGR 4 HGR 3 HGR 2 HGR 1
HGR 8 HGR 7 HGR 6
HGR 5
HGR 4 HGR 3 HGR 2 HGR 1
HGR 8 HGR 7 HGR 6
FUEL
G1
G2
G3
G4
FUEL FUEL FUEL
2 1
FUEL FUEL TRUCK ROUTE
SEE NOTE 1
G3
X X X
ELEC.
VAULT
OFFICE
X X X
X X X
X X X X X X X X X X X X
ERECT "DO NOTENTER" ANDDIRECTIONAL
"DETOUR" SIGN
EXISTING SWING GATE AND MAN
GATE TO BE CLOSED AND LOCKED
FOR DURATION OF PROJECT
SEE NOTE 15
TW C
X X X X X X X X X X X X
X X X X X X X X X
X X X X X X X X X
X X X X X X X X X
X X X X X X X X X
SEE HANGAR ACCESS
RESTRICTION NOTES
SEE HANGAR ACCESS
RESTRICTION NOTES
50 0 25 50
SCALE: 1"=50'
HANGAR ACCESS RESTRICTIONSHANGAR 1 - NO VEHICLE OR AIRCRAFT ACCESS TO NORTH SIDE OF HANGARHANGAR 2 - NO VEHICLE, PEDESTRIAN OR AIRCRAFT ACCESS TO HANGAR.HANGAR 3 - ACCESS BY VEHICLE, PEDESTRIAN OR AIRCRAFT TOW LIMITED TO BEFORE 7AM AND AFTER 5PM ON DESIGNATED ROUTE.
HANGAR 4 - ACCESS BY VEHICLE, PEDESTRIAN OR AIRCRAFT TOW LIMITED TO BEFORE 7AM AND AFTER 5PM ON DESIGNATED ROUTE.
HANGAR 5 - VEHICLE ACCESS TO HANGAR LIMITED TO USING GATE G4.HANGAR 6 - NO VEHICLE OR AIRCRAFT ACCESS TO SOUTH SIDE OF HANGAR. USE GATE G4.HANGAR 7 - NO VEHICLE OR AIRCRAFT ACCESS TO SOUTH SIDE OF HANGAR. USE GATE G4.
FUEL TRUCK ACCESS LIMITED TO DESIGNATED ROUTE.
HANGAR 8 - AIRCRAFT ACCESS BY TOWING LIMITED TO MAXIMUM OF 5 TIMES PER DAY DURING HOURS OF 7AM TO 5PM. HANGAR OWNER WILL PROVIDE MINIMUM (1)VEHICLE FLAGGER AND (1) WING WALKER DURING TOW.
HANGARS 2-4, 6-8 - NO VEHICLE OR AIRCRAFT ACCESS FOR TWO WEEKS DURING FINAL AC REMOVAL, AB PREPARATION, PRIME COAT AND NEW AC PAVING. ACCESS ROUTE TO HANGAR 3 AND 4DEPENDANT ON AWARD OF ALTERNATE 1. TOW ROUTE SHOWN IS FOR BASE BID ONLY.
NOTE: HANGAR TENANTS FROM HANGARS 3, 4, & 8 SHALL ATTEND SAFETY MEETING WITH RPR AND CONTRACTOR PRIOR TO START OF CONSTRUCTION TO REVIEW AIRCRAFT TOWING PROTOCOLS.
X X X X X X X X X
X X X
2 X X X
X X X
X X X
X X X X X X X X X X X X X X X X X X
X X X
X X X X X X X X X X X X
X X X
X X X
X X X
X X X
X X XX X X
1 1
ALTERNATE 1
EXHIBIT 1
12/13/2017 AC 150/5370-2G
Appendix D
D-1
APPENDIX D. CONSTRUCTION PROJECT DAILY SAFETY INSPECTION CHECKLIST The situations identified below are potentially hazardous conditions that may occur during airport construction projects. Safety area encroachments, unauthorized and improper ground vehicle operations, and unmarked or uncovered holes and trenches near aircraft operating surfaces pose the most prevalent threats to airport operational safety during airport construction projects. The list below is one tool that the airport operator or contractor may use to aid in identifying and correcting potentially hazardous conditions. It should be customized as appropriate for each project including information such as the date, time and name of the person conducting the inspection.
Table D-1. Potentially Hazardous Conditions
Item Action Required (Describe)
No Action
Required
(Check)
Excavation adjacent to runways, taxiways,
and aprons improperly backfilled.
Mounds of earth, construction materials,
temporary structures, and other obstacles
near any open runway, taxiway, or taxi
lane; in the related Object Free area and
aircraft approach or departure areas/zones;
or obstructing any sign or marking.
Runway resurfacing projects resulting in
lips exceeding 3 inch (7.6 cm) from
pavement edges and ends.
Heavy equipment (stationary or mobile)
operating or idle near AOA, in runway
approaches and departures areas, or in
OFZ.
Equipment or material near NAVAIDs that
may degrade or impair radiated signals
and/or the monitoring of navigation and
visual aids. Unauthorized or improper
vehicle operations in localizer or glide
slope critical areas, resulting in electronic
interference and/or facility shutdown.
Tall and especially relatively low visibility
units (that is, equipment with slim profiles)
— cranes, drills, and similar objects —
located in critical areas, such as OFZ and
EXHIBIT 2
12/13/2017 AC 150/5370-2G
Appendix D
D-2
Item Action Required (Describe)
No Action
Required
(Check)
approach zones.
Improperly positioned or malfunctioning
lights or unlighted airport hazards, such as
holes or excavations, on any apron, open
taxiway, or open taxi lane or in a related
safety, approach, or departure area.
Obstacles, loose pavement, trash, and other
debris on or near AOA. Construction debris
(gravel, sand, mud, paving materials) on
airport pavements may result in aircraft
propeller, turbine engine, or tire damage.
Also, loose materials may blow about,
potentially causing personal injury or
equipment damage.
Inappropriate or poorly maintained fencing
during construction intended to deter
human and animal intrusions into the AOA.
Fencing and other markings that are
inadequate to separate construction areas
from open AOA create aviation hazards.
Improper or inadequate marking or lighting
of runways (especially thresholds that have
been displaced or runways that have been
closed) and taxiways that could cause pilot
confusion and provide a potential for a
runway incursion. Inadequate or improper
methods of marking, barricading, and
lighting of temporarily closed portions of
AOA create aviation hazards.
Wildlife attractants — such as trash (food
scraps not collected from construction
personnel activity), grass seeds, tall grass,
or standing water — on or near airports.
Obliterated or faded temporary markings
on active operational areas.
Misleading or malfunctioning obstruction
lights. Unlighted or unmarked obstructions
in the approach to any open runway pose
aviation hazards.
12/13/2017 AC 150/5370-2G
Appendix D
D-3
Item Action Required (Describe)
No Action
Required
(Check)
Failure to issue, update, or cancel
NOTAMs about airport or runway closures
or other construction related airport
conditions.
Failure to mark and identify utilities or
power cables. Damage to utilities and
power cables during construction activity
can result in the loss of runway / taxiway
lighting; loss of navigation, visual, or
approach aids; disruption of weather
reporting services; and/or loss of
communications.
Restrictions on ARFF access from fire
stations to the runway / taxiway system or
airport buildings.
Lack of radio communications with
construction vehicles in airport movement
areas.
Objects, regardless of whether they are
marked or flagged, or activities anywhere
on or near an airport that could be
distracting, confusing, or alarming to pilots
during aircraft operations.
Water, snow, dirt, debris, or other
contaminants that temporarily obscure or
derogate the visibility of runway/taxiway
marking, lighting, and pavement edges.
Any condition or factor that obscures or
diminishes the visibility of areas under
construction.
Spillage from vehicles (gasoline, diesel
fuel, oil) on active pavement areas, such as
runways, taxiways, aprons, and airport
roadways.
Failure to maintain drainage system
integrity during construction (for example,
no temporary drainage provided when
working on a drainage system).
12/13/2017 AC 150/5370-2G
Appendix D
D-4
Item Action Required (Describe)
No Action
Required
(Check)
Failure to provide for proper electrical
lockout and tagging procedures. At larger
airports with multiple maintenance
shifts/workers, construction contractors
should make provisions for coordinating
work on circuits.
Failure to control dust. Consider limiting
the amount of area from which the
contractor is allowed to strip turf.
Exposed wiring that creates an
electrocution or fire ignition hazard.
Identify and secure wiring, and place it in
conduit or bury it.
Site burning, which can cause possible
obscuration.
Construction work taking place outside of
designated work areas and out of phase.
APPENDIX B
CONSTRUCTION MANAGEMENT PLAN
APPENDIX B
MADERA MUNICIPAL AIRPORT
MADERA, CALIFORNIA
REHABILITATE APRON A2 AND HANGAR TAXILANES
AIP NO. 3-06-0144-___-2025
CONSTRUCTION MANAGEMENT PLAN
Prepared by:
Brandley Engineering
6125 King Road, Suite 201
Loomis, CA 95650
Telephone (916) 652-4725
Fax (916) 652-9029
March 13, 2025
-iMADERA MUNICIPAL AIRPORT
MADERA, CALIFORNIA
REHABILITATE APRON A2 AND HANGAR TAXILANES
AIP NO. 3-06-0144-___-2025
CONSTRUCTION MANAGEMENT PLAN
TABLE OF CONTENTS
I. Introduction..........................................................................................................................I-1 II. Construction Management Personnel .................................................................................II-1 III. Resumes of Brandley Engineering Personnel................................................................... III-1 IV. Resumes of Contractor’s Quality Control Personnel........................................................IV-1 V. Inspection Procedures and Frequencies............................................................................. V-1 VI. Submittal Process..............................................................................................................VI-1 VII. Quality Control Testing ...................................................................................................VII-1 VIII. Quality Assurance Testing............................................................................................. VIII-1 IX. Test Result Documentation...............................................................................................IX-1 X. Final Test and Quality Control Report............................................................................... X-1 I. INTRODUCTION
I - 1
INTRODUCTION
The City of Madera, with Federal assistance from the Federal Aviation Administration under the Airport Improvement Program (AIP), proposes the following work at Madera Municipal Airport, Madera, Madera County, California:
Rehabilitation of Apron A2 and Hangar Taxilanes - Removal of the existing asphalt surface course and aggregate base course, recompaction of the existing aggregate base course, and the placement of new asphalt surface course. New airfield markings will be installed. This project is being bid with a Base Bid and two alternates, as shown on Sheet No. 2 of the Construction Drawings.
The pavements on Apron A2 and the taxilane serving the corporate hangars in this area are exhibiting significant cracking, which is creating considerable FOD. A Pavement Maintenance Management Plan (PMMP) was completed in 2015 which documented a PCI of 60 for this area.
A new PMMP is currently being prepared for the Madera Municipal Airport which indicates a PCI of 40. It is considered important to rehabilitate these pavements as soon as possible so that the surface does not deteriorate further and create further FOD and surface failure.
Under Grant Assurance #17 all sponsors are required to provide and maintain competent technical supervision at the construction site throughout the project to assure conformance with the approved plans and specifications. A grant condition is incorporated requiring the preparation and submittal of a Construction Management Plan to detail the measures and procedures that are required to assure compliance with the Quality Control (QC) provisions of the construction contract. The Contractor is responsible for all Quality Control (QC) testing and inspection. The Sponsor is responsible for Quality Assurance (QA) to confirm that all work has been performed in accordance with the plans and specifications. This report details the Construction Management Plan for this project.
II. CONSTRUCTION MANAGEMENT PERSONNEL
II - 1
CONSTRUCTION MANAGEMENT PERSONNEL
Quality Assurance (QA) Program – Sponsor Responsible
Sponsor: City of Madera, Department of Public Works, 1030 South Gateway, Madera, CA 93637, Telephone (559) 662-4951, email [email protected]
Administrative Analyst .......................................................................................... David Austin Responsibility and authority for contract administration Consulting Engineer: Brandley Engineering, 6125 King Road, Suite 201, Loomis, CA 95650, Telephone (916) 652-4725, Fax (916) 652-9029, email [email protected] Project Manager .................................................................................... Melissa Brandley, P.E. • Advise and consult with Sponsor. All Sponsor’s instructions shall be issued through the Project Manager. The Project Manager shall interpret the requirements of the contract documents and judge the performance thereunder by both the Sponsor and the Contractor. • Decide any and all questions which may arise as to the quality and acceptability of materials furnished, work performed, and as to the manner of performance and rate of progress of the work.
• Determine the amount and quality of the several kinds of work performed and materials furnished which are to be paid for under the contract.
• Make periodic visits to the job site to familiarize herself generally with the progress and quality of the work and to determine in general whether such work is proceeding in accordance with the contract documents.
• Approve applications for progress payments made by Contractor. • Review asphalt mix design submitted by the Contractor. • Review and approve all shop drawings.
• Review all materials, equipment and performance tests for compliance with plans and specifications.
Resident Project Representative (RPR)/Quality Assurance (QA) Manager .......................................................................... David Baltazar, E.I.T., Brandley Engineering • Provide complete construction management services, including providing all resident engineering, testing, and inspection services and all required reports to the Sponsor and F.A.A.
• Notify the Contractor or his/her representative of any failure of the work or materials to conform to the requirements of the contract, plans, or specifications and to reject such nonconforming materials in question until such issues can be referred to the Project Manager for her decision.
• Attend weekly construction meetings.
• Evaluate materials and methods of construction.
• Perform field and/or construction surveys if required. • Prepare and assist in negotiating any required change orders.
II - 2
• Perform and/or supervise all testing and inspection services required for Quality Assurance. Depending on circumstances in the field, tests and inspections will be performed by RPR, Brandley Engineering inspector, or qualified outside testing laboratory.
• Review all Contractor Quality Control testing and test results. • Prepare or review weekly and final summary test reports.
Inspector....................................................................................................... To Be Determined • Assist the RPR in all aspects of construction management including but not limited to testing and inspection services, evaluation of materials and methods of construction, and performing field and/or construction surveys if required.
Quality Control (QC) Program – Contractor Responsible
Contractor:
Project Superintendent ................................................................................ To Be Determined • Monitor quality control plan.
• Prepare asphalt mix design based on test results from an ASTM certified laboratory. • Analyze test results.
• Prepare daily and weekly summary and final summary of test reports. • Transmit test results to home office with copies to RPR. • Make and implement corrective decisions.
• Supervise all employees and subcontractors.
• Prepare and transmit to RPR all required submittals.
Quality Control Manager............................................................................. To Be Determined • Administer quality control plan.
• Prepare and submit Quality Control Program.
• Perform quality control tests on trench backfill, aggregate base course, bituminous surface course and structural Portland cement concrete. • Obtain random sample locations.
• Assemble and review test data, make statistical and trend analysis, provide corrective recommendations to Project Superintendent.
• Provide daily inspection reports and daily testing reports to RPR. • Provide weekly typewritten summaries of all test results for each material tested to RPR.
• Provide linear control charts on aggregate base course and asphalt gradation each week. • At the end of the project provide final summary tables showing all test results in chronological order conducted for each product.
II - 3
Plant Foreman ................................................................................................... To Be Determined • Control gradation, cement content, and temperature of the mix. • Report all test data plus mix and cement quantities at least twice daily to Project Superintendent and/or Quality Control Manager.
Paving Foreman................................................................................................. To Be Determined • Control grade, thickness, joints, density, and surface tolerance. • Monitor yield.
Testing Laboratory:
Testing Technician....................................................................................... To Be Determined • Perform quality control tests on all materials submitted by Contractor. • Provide test results to Quality Control Manager.
• Analyze results and provide analysis and corrective recommendations to Quality Control Manager.
Manufactured Materials – Contractor shall obtain and submit to RPR vendors’ certificates of compliance with specification requirements. Vendors’ certificates will be required for the following items:
• Mineral Filler and Asphalt Cement Binder
• Emulsified Asphalt Prime Coat
• Emulsified Asphalt Tack Coat
• Joint Sealing Filler and Backer Rod
• Portland Cement
• Structural Steel
• Concrete Admixtures
• Paint and Reflective Beads
Resident Project Representative’s Field Office and Laboratory – All inspection and Quality Assurance testing will be performed by the Sponsor’s Consulting Engineer’s staff (Brandley Engineering).
An office and laboratory space will be furnished on site by the Sponsor for the use of the RPR.
Required laboratory test equipment will be brought to the site to allow testing of most materials.
Some specialized tests will be conducted in the home office laboratory of Brandley Engineering or in the testing laboratory. Contractor shall provide laboratory facilities and equipment for RPR to perform QA testing in the QC laboratory for asphalt testing.
Most tests will be performed in the field laboratory so that the Contractor can have immediate access to all Quality Assurance test results.
CONSTRUCTION MANAGEMENT PLAN – ORGANIZATION CHART
F.A.A.
Sponsor
City of
Madera
Project Manager
Melissa Brandley
Resident Project
Representative
David Baltazar, E.I.T.
Inspectors
____________
____________
Contractor
Superintendent
______________
Plant Operations
_______________
Testing Laboratory:
• Field Inspector
• Plant Inspector
• Laboratory
Technician
Testing Laboratory
As Required
Field______________
Lab. ______________
Plant______________
Tech._____________
Submittals
_______________
Paving Superintendent
_______________
III. RESUMES OF BRANDLEY ENGINEERING PERSONNEL
(QUALITY ASSURANCE CONSULTANT)
III - 1
MELISSA BRANDLEY, P.E.
PROJECT MANAGER/PRINCIPAL ENGINEER
EDUCATION:
Master of Engineering in Civil Engineering, Texas A&M University, August 2004.
B. Sc. in Civil Engineering, Texas A&M University, May 2003.
PROFESSIONAL REGISTRATION
State of California - Civil Engineer - No. 71139
PROFESSIONAL EXPERIENCE:
Ms. Brandley is a major partner in Brandley Engineering. She was actively involved in airport and airfield pavement design for six summers during her high school and University attendance. She has been on staff since 2004. She is experienced in the planning and design of runways, taxiways, and roads, including paving, grading, drainage, lighting, utilities, etc. She operates the AutoCAD system and has conducted construction management, testing, and inspection on airports since 2004.
REPRESENTATIVE PROJECTS:
Resident Engineer:
Chico Municipal Airport - Rehabilitate Aircraft Parking Apron Phase 1 – 2005 Lincoln Regional Airport – Crack Seal, Slurry Seal, and Remark Airfield Pavements - 2007 Chico Municipal Airport – Rehabilitate Airfield Lighting and Signage - 2007 Stockton Metropolitan Airport – General Aviation Apron and Tee Hangar Taxiway Reconstruction Phase I – 2008
Beckwourth-Nervino Airport – Runway Safety Area Grading – 2009 Placerville Airport – Crack Repair and Slurry Seal West Hangar and Apron Area, Remark Runway Blast Pads, Construct Runway Exit Taxiway – 2011 Tulelake Airport – Rehabilitation of Aircraft Parking Apron – 2012 Rogers Field, Chester, California – Reconstruct Tee Hangar Taxilanes – 2012 Visalia Municipal Airport – East Side Drainage Upgrade – 2013 Oroville Municipal Airport – North Side Apron Rehabilitation – 2013 Watsonville Municipal Airport – Reconstruct Taxiway C & GA Apron Phase 1 – 2014 Stockton Metropolitan Airport – Rehabilitate Runway & Taxiway Lighting and Signage – 2014
Tracy Municipal Airport – Reconstruct Runways and Taxiways – 2015 Madera Municipal Airport – Reconstruct General Aviation Apron Phase 2 – 2016 Tracy Municipal Airport – Reconstruct General Aviation Tie Down Apron – 2017 Oroville Municipal Airport – Construct Taxiway K – 2018 Visalia Municipal Airport – Hangar Buildings and Site – 2019 Visalia Municipal Airport – Crack Seal Airfield Pavements - 2020 III - 2
DAVID BALTAZAR, E.I.T. - RESIDENT INSPECTOR/TESTING TECHNICIAN Education: B. Sc. in Mechanical Engineering, California State University, Sacramento 2007 PROFESSIONAL EXPERIENCE:
Mr. Baltazar has been involved in airfield pavement testing and inspection on airports in the Western United States since 2004. He has 19 years of progressive field and laboratory experience in testing and inspection of airfield projects in our office. He is experienced in the inspection of runways, taxiways, aprons, and roads, including paving, grading, drainage, lighting, utilities, etc.
Mr. Baltazar has been responsible for field and laboratory testing and inspection on several airports over the past few years.
REPRESENTATIVE PROJECTS:
Field Inspection and Testing/Resident Project Representative (RPR):
Gansner Field – Rehabilitate Taxiways and Aircraft Parking Apron – 2004 Cedarville Municipal Airport – Construct Tee Hangar Taxiways – 2005 Georgetown Airport - Reconstruct and Light Runway 16-34 – 2005 Gansner Field – Reconstruct Aircraft Parking Apron Phase 2 – 2005 Lincoln Regional Airport - Reconstruct S. T/W, Replace VASI with PAPI – 2007 Stockton Metropolitan Airport - Rehabilitate Runway 11R-29L – 2007 Madera Municipal Airport – Reconstruct Runway 9-27 & Taxiways – 2008 Lake Tahoe Airport – Reconstruct Runway 18-36 – 2008
Lake Tahoe Airport – Reconstruct Terminal Ramp Phases 1 and 2 – 2009 Chico Municipal Airport – Rehabilitation of Aircraft Parking Aprons – 2008 through 2010 Oroville Municipal Airport – Rehabilitate Airfield Pavements – Crack Seal, Remark Airfield Markings – 2011
Tulelake Airport – Rehabilitation of Aircraft Parking Apron – 2012 Truckee Tahoe Airport t – Reconstruct Runway 10-28 – 2012 Rogers Field – Joint Seal Airfield Pavements – 2013
Rogers Field- Reconstruct Tie Down Apron - 2015
Alturas Municipal Airport – Helicopter Parking Apron - November 2016 Truckee Tahoe Airport – Reconstruct Hangar Taxilanes CD and DE (East) – August 2017 Madera Municipal Airport – Crack Seal Airfield Pavements – 2018 Chowchilla Municipal Airport – Crack Seal and Slurry Seal Taxiway A and Apron – 2018 Truckee Tahoe Airport – Reconstruct Taxilane R – 2019
Truckee Tahoe Airport - Reconstruct Med Services Apron and Runway Blast Pad, Construct Wash Rack – 2020
Truckee Tahoe Airport – Reconstruct Taxiway A West and Cross Taxiways – 2021 University Airport – Runway 7-25 Rehabilitation and Widening, Exit Pavements, and Airfield Lighting - 2023
IV. RESUMES OF CONTRACTOR’S QUALITY CONTROL PERSONNEL
Project Superintendent
(To be added once Contractor has been selected)
Quality Control Manager
(To be added once Contractor has been selected)
Testing Laboratory
(To be added once Contractor has been selected)
V. INSPECTION PROCEDURES AND FREQUENCIES
V - 1
INSPECTION PROCEDURES AND FREQUENCIES
A. Surveying and Grade Control
The surveying to be included in this program will be provided by the Contractor and shall be limited to that required for construction of the project. All field notes and data collected during construction shall be made available to the RPR. The survey party shall consist of a qualified party chief and survey crew. All survey equipment shall be verified for proper working operation prior to use. All required horizontal and vertical control is in place and was established in design surveys.
For horizontal control, the referenced datum is NAD83. For vertical control, the referenced datum is NAVD88. The construction monuments shall be adequately protected throughout the duration of the project.
The Contractor shall accomplish construction layout and staking by using horizontal and vertical control monuments established by the Sponsor’s surveyor. The responsibility and risk associated with the construction layout shall be borne by the Contractor. The RPR will review Contractor’s layouts and final grades.
During the course of the project work, the RPR will make spot checks on alignment, verify proper cross sections of the completed pavement layers, and verify final cross sections for computing final pay quantities as required. Where applicable, RPR will observe and verify Contractor’s final grade surveys and utilize these data for calculating pay quantities. A copy of all Contractor’s survey notes shall be given to the RPR.
B. Quality Control By Contractor - Inspection and Testing Responsibility The Contractor is responsible for Quality Control on this project. All definable features of work will be inspected on a daily basis to ensure continuing compliance with contract requirements until completion of the particular item of work. The following inspections will be addressed:
1. The Contractor will prepare the asphalt mix design for the HMA proposed for use on the project. The laboratory will be accredited in accordance with ASTM D3666. The laboratory accreditation must be current and listed on the accrediting authority’s website. A copy of the laboratory’s current accreditation and accredited test methods shall be submitted to the RPR prior to start of construction.
2. The Contractor will prepare the concrete mix design for the concrete proposed for use on the project.
3. During plant operation for material production, quality control test results and periodic inspections will be utilized to ensure the quality of aggregates and other mix components, and to adjust and control mix proportioning to meet the approved mix design and other requirements of the specifications. All equipment utilized in proportioning and mixing will be inspected to ensure its proper operating condition.
V - 2
All necessary inspections will be performed by certified technicians on a daily basis and documented.
4. During field operations, quality control test results and periodic inspections shall be utilized to ensure the quality of all materials and workmanship. All equipment utilized in placing, finishing and compacting shall be inspected to ensure its proper operating condition and to ensure that all such operations and in conformance with the specifications and are within the plan dimensions, lines, grades, and tolerances specified. All necessary inspections will be performed by certified technicians on a daily basis and documented.
5. Any test results that do not meet specification requirements will be immediately reported to the Contractor’s Superintendent and the RPR. Corrective measures will be implemented, and new tests and inspections performed to demonstrate that corrections have been made.
6. Test reports will be prepared and transmitted to the RPR, as follows:
a. Daily
b. Weekly Summary in typewritten Electronic format
c. Final Summary in typewritten Electronic format
Failing test results will be highlighted and corrective action noted.
If the daily and weekly summary reports are not received by the Engineer by Monday morning of each week during construction, the work will be shut down and Contractor shall not be allowed to proceed with the work until the reports have been submitted.
7. Submittals – All required submittals will be prepared, reviewed and submitted to the RPR. Only Contractor reviewed submittals will be accepted.
C. Quality Assurance By RPR – Inspection and Testing Responsibility The RPR is responsible for Quality Assurance on this project. All definable features of work will be inspected on a daily basis to ensure continuing compliance with contract requirements until completion of the particular item of work. The following inspections will be addressed:
a. Compaction
b. Grade and alignment
c. Suitability test results
d. Surface tolerance
e. Rideability
f. Finish grading and revegetation if necessary
g. Pavement marking
V - 3
A daily inspection report will be completed as shown in this section of the Construction Management Plan. Weekly reports (FAA Form 5370-1), along with a weekly statement of working days, will be submitted to the Sponsor, the Contractor, and the Federal Aviation Administration.
D. Quality Control Test Program
The Quality Control Test Program performed by the Contractor and established for this project is shown on the Quality Control Testing Schedule included on Page VII-2.
Reports of all testing by the Contractor and RPR will be prepared daily and summarized weekly as required. Samples of the proposed report forms are included on the following pages.
V - 4
BRANDLEY ENGINEERING Report No. ________
LOOMIS, CALIFORNIA
INSPECTION REPORT
{X} Daily
{ } Weekly
{ } Monthly
AIRPORT: Madera Municipal Airport, Madera, California
DATE: _______________________
PROJECT: Rehabilitate Apron A2 and Hangar Taxilanes
WEATHER: _____________
AIP NO.: 3-06-0144-___-2025 TEMPERATURE: min max____
CONTRACTOR:
WORKING DAY: yes { } no { }
Contract Working Days – Base Bid 25
Alternate 1 6
Alternate 2 6
A. EARTHWORK
1. { } Muck Excavation (P-152) ___________________________________________________________________________
2. { } Subbase Course (P-154) ____________________________________________________________________________
3. { } Geogrid (P-154)___________________________________________________________________________________
4. { } ________________________________________________________________________________________________ B. FLEXIBLE BASE COURSES
5. { } In-Place FDR Asphalt Aggregate Subbase (P-207) _______________________________________________________
6. { } Crushed Aggregate Base Course (P-209) _______________________________________________________________
7. { } Scarify and Recompact Existing Aggregate Base Course (P-209)_____________________________________________
8. { } ________________________________________________________________________________________________ C. FLEXIBLE SURFACE COURSE
7. { } Asphalt Mix Surface Course (P-401)___________________________________________________________________
8. { } ________________________________________________________________________________________________ D. MISCELLANEOUS PAVING
9. { } Emulsified Asphalt Prime Coat (P-602)_________________________________________________________________
10. { } Emulsified Asphalt Tack Coat (P-603) _________________________________________________________________
11. { } Joint Sealing Filler (P-605) __________________________________________________________________________
12. { } Concrete Encase Existing Utilities (P-610) ______________________________________________________________
13. { } ________________________________________________________________________________________________ E. MARKING
14. { } Marking (P-620)___________________________________________________________________________________
15. { } Reflective Media (P-620)____________________________________________________________________________
16. { } ________________________________________________________________________________________________ F. MISCELLANEOUS PROJECT
17. { } Gate Loop (Plan Sheet 8) ____________________________________________________________________________
18. { }
V - 5
MADERA MUNICIPAL AIRPORT
REHABILITATE APRON A2 AND HANGAR TAXILANES
AIP NO. 3-06-0144-___-2025
INSPECTION REPORT (Continued) Page No. 2
Dated: _______________________________
REMARKS:
__________________________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________________________ CONTRACTOR’S PERSONNEL/EQUIPMENT ON SITE
EQUIPMENT PERSONNEL
Visitors: Personnel:__________________________________
Date: By: _______________________________________
V - 6
V - 7
AIRPORT: Madera Municipal Airport DATE:
PROJECT: Rehabilitate Apron A2 and AIP NO: 3-06-0144-___-2025 The following statement shows the number of working days charged to your contract for the week ending .
0 0%
0%
#DIV/0!
Note: The Contractor will be allowed 15 days to protest in writing the correctness of this statement; otherwise, the statement shall be deemed to have been accepted by Contractor.
TO: (Contractor)
Date Contractor Began Work
Working Days Specified in Contract
-
-
Time Extensions by Approved Change Order
Total Authorized Working Days
Date Job Shutdown due to Weather Conditions
Date Job Resumed
Total Authorized Calendar Days
WEEKLY STATEMENT OF WORKING DAYS
Date Contract Approved
Date of First Chargeable Working Day
Hangar Taxilanes
Thursday
WEATHER OR
DAY CONDITIONS
Monday
Sunday
Working Days Remaining to Complete Contract
Days this Week
Days Previously Reported
Total Days to Date
Saturday
Friday
RESIDENT PROJECT REPRESENTATIVE
* Remarks:
Project Completion this Week
Project Completion to Date
Contract Time Elapsed
6125 King Road, Suite 201 * Loomis, California 95650-8004 * (916) 652-4725 0 0
WORKING DAY
CHARGED
Nonworking Day Caused by
Weather or *Other Conditions
-
DATE
Tuesday
Wednesday
VI. SUBMITTAL PROCESS
VI - 1
SUBMITTAL PROCESS
At the Preconstruction Conference, the Contractor will provide a listing of all submittals required for the project for approval by the RPR. The listing can be developed in a spreadsheet format and shall include:
a. Specification item number
b. Item description
c. Description of submittal
d. Specification paragraph requiring submittal
e. Scheduled data of submittal
After approval of this list, individual submittals will be submitted to the RPR for approval a minimum of 10 calendar days before use, installation, or construction. Contractor shall review and approve all submittals prior to submittal to RPR. Any submittal that does not include Contractor’s review and approval signature will not be accepted. The RPR will review submittals and return them to the Contractor either approved or rejected. No materials will be delivered to the project until submittals are approved.
Certificates of compliance for all manufactured or prefabricated materials shall be delivered to the RPR.
Upon delivery to the site, the RPR will inspect each item to assure that it is the same as the approved submittal.
The Submittal Schedule and review path are shown on the following pages.
VI - 2
Base
Bid Type Project Material
Item Item Description Submittal Spec. Specification Title -- Construction Schedule CMP -- N/A N/A
-- List of Materials/Schedule of Values List SC (18)b&d N/A N/A -- Safety Plan Compliance Document Manual SC (17)a N/A N/A -- Contractor Quality Control Program Manual C-100 N/A N/A 1 Storm Water Pollution Prevention Plan Plan/Permit C-103 N/A N/A Suitability Tests ASTM D1883 California Bearing Ratio (CBR) Gradation C 136 & C 117 Sieve Analysis
6 Geogrid (P-154) Product Data 154-2.4 N/A N/A
ASTM C131 LA Rattler
ASTM C88 Sodium Sulfate Soundness
ASTM D5821 Fractured Particles
ASTM D4791 Flat or Elongated Particles
ASTM C142 Clay Lumps and Friable Particles
ASTM D4318 Liquid Limit and Plasticity Index
Gradation 209-2.2 C 136 & C 117 Sieve Analysis
ASTM C 88 Sodium Sulfate Soundness
ASTM D5821 Fractured Particles
ASTM C 131 LA Rattler
ASTM C142 Clay Lumps and Friable Particles
ASTM D4791 Flat or Elongated Particles
ASTM D4318 Liquid Limit and Plasticity Index
ASTM C88 Sodium Sulfate Soundness
ASTM D2419 Sand Equivalent
ASTM D1073 Natural Sand
ASTM D242 Mineral Filler
ASTM D4318 Plasticity Index
Asphalt Binder -
Certificate 401-2.3 ASTM D6373 Asphalt Binder
Anti-Strip Agent 401-2.4 N/A N/A
JMF Laboratory 401-3.2 ASTM D3666 Agencies Testing & Inpsection Road & Paving Materials Air Voids ASTM D3203 Air Voids
Percent VMA ASTM D6995 Percent Voids in Mineral Aggregate (VMA) Tensile Strength ASTM D4867 Effect of Moisture on AC Mixtures Gradation C 136 & C 117 Sieve Analysis
Job Mix Formula N/A N/A
Marshall Tests Asphalt Institute MS-2 Marshall Method of Mix Design Asphalt Pavement Analyzer AASHTO T340 Rutting Susceptibility of HMA Using APA or Hamburg Wheel Test AASHTO T324 Hamburg-Wheel-Track Testing of Compacted AC 13 Emulsified Asphalt Prime Coat (P-602) Certificate 602-2.1 ASTM D977 Emulsified Asphalts 14 Emulsified Asphalt Tack Coat (P-603) Certificate 603-2.1 ASTM D977 Emulsified Asphalts Joint Sealing Filler (P-605) Certificate 605-2.1 ASTM D6690 Joint & Crack Sealants, Hot Applied Backer Rod (P-605) Certificate 605-2.2 ASTM D5249 Backer Materials for Use with Joint Sealants Alkali-Silica Reaction 610-2.1 ASTM C 1260 Alkali Reactivity Aggregate - Coarse ASTM C33 Concrete Aggregates
Gradation - Coarse ASTM C 136 Sieve Analysis
Aggregate - Fine 610-2.3 ASTM C33 Concrete Aggregates
Cement - Certificate 610-2.4 ASTM C 150 Portland Cement ASTM C618 Fly Ash
ASTM C989 Slag Cement
ASTM C260 Air-entraining Admixtures
ASTM C 494 Water-reducing Admixtures
ASTM C494 Chemical Admixtures
ASTM D 1751 Preformed Expansion Joint Filler
ASTM D 1752 Preformed Sponge Rubber & Cork Joint Filler Steel Reinforcement 610-2.10 ASTM A615 Deformed Bars
Concrete Curing -
Certificates 610-2.11 ASTM C 309 Liquid Membrane Forming Compounds 17 Marking Materials (P-620) Certificate 620-2.2a Fed Spec TT-P-1952 Paint, Traffic, and Airfield Marking 18 Reflective Media (P-620) Certificate 620-2.2b Fed Spec TT-B-1325 Beads (Glass Spheres) Retroreflective -- Gate Loop Product Data Plans N/A N/A
MADERA MUNICIPAL AIRPORT - REHABILITATE APRON A2 AND HANGAR TAXILANES - AIP 3-06-0144-___-2025
SUBMITTAL SCHEDULE
5 Subbase Course (P-154) 154-2.1
209-2.1
401-3.3
401-2.2
401-3.3
401-2.1b
401-2.1a
10 Crushed Aggregate Base Course (P-209)
Aggregate Suitability
Tests - Fine Aggregate
Aggregate Suitability
Tests - Coarse Aggregate
Asphalt Surface Course (P-401)
Mineral Filler
12 Suitability Tests
15 16 Concrete (P-610)
610-2.2
Cementitious Materials 610-2.5
Admixtures 610-2.7
Premolded Joint Material 610-2.8
VI - 3
MADERA MUNICIPAL AIRPORT
REHABILITATE APRON A2 AND HANGAR TAXILANES
AIP 3-06-0144-___-2025
PATH FOR REVIEW AND APPROVAL OF SUBMITTALS
Contractor
Melissa Brandley, P.E.
Project Manager
Subcontractors Approved Rejected/Need More
Information
Sponsor
Contractor
F.A.A.
RPR –
David Baltazar, E.I.T.
VII. QUALITY CONTROL TESTING
VII - 1
QUALITY CONTROL TESTING
Quality Control Testing will be performed under the direction of the Contractor and will be reviewed by the Resident Engineer.
A Quality Control (QC)/Quality Assurance (QA) workshop with the Engineer, Resident Project Representative (RPR), Contractor, subcontractors, testing laboratories, and Owner’s representative must be held prior to start of construction. The QC/QA workshop will be facilitated by the Contractor. The Contractor shall coordinate with the Airport and the RPR on time and location of the QC/QA workshop. Items to be addressed, at a minimum, will include:
a. Review of the CQCP including submittals, QC Testing, Action & Suspension Limits for Production, Corrective Action Plans, Distribution of QC reports, and Control Charts. b. Discussion of the QA program.
c. Discussion of the QC and QA Organization and authority including coordination and information exchange between QC and QA.
d. Establish regular meetings to discuss control of materials, methods and testing. e. Establishment of the overall QC culture.
The Quality Control Testing Schedule, flow path, and corrective action plan proposed for this project are shown on the following pages.
VII - 2
Spec. Min
No. Material Frequency Testing ASTM Title
Laboratory Compaction Test
D1556 In-Place Density - Sand Cone
D 6938 In-Place Density - Nuclear
D1556 In-Place Density - Sand Cone
P-152 D6938 In-Place Density - Nuclear
50-foot grid Field Surface Tolerance N/A N/A
1/day Control Gradation (Production) C 136 Sieve Analysis - Fine & Coarse Aggregates
2/1,200 SY Laboratory Compaction Test D 1557 Laboratory Compaction 50-foot grid Surface Tolerances - Smoothness/Grade N/A N/A D1556 In-Place Density - Sand Cone
D 6938 In-Place Density - Nuclear
2/1,200 SY Thickness N/A N/A
2/1,200 SY Laboratory Compaction Test D 1557 Laboratory Compaction 2/day Control Gradation (Production) C 136
Aggregates
Optimum Moisture Content D 2216 Water (Moisture) Soil & Rock As Needed California Bearing Ratio D 1883 California Bearing Ratio 50-foot grid Surface Tolerances - Smoothness/Grade N/A N/A D1556 In-Place Density - Sand Cone
D 6938 In-Place Density - Nuclear
2/1,200 SY Thickness N/A N/A
Aggregate Suitability Tests*
2/day Control Gradation (Production) C 136 Sieve Analysis - Fine & Coarse Aggregates
25-foot grid Field Surface Tolerance N/A N/A
2/1,200 SY Laboratory Compaction Test D 1557 Laboratory Compaction D1556 In-Place Density - Sand Cone
D 6938 In-Place Density - Nuclear
2/1,200 SY Thickness N/A N/A
D1556 In-Place Density - Sand Cone
D1557 Laboratory Compaction
P-209 D6938 In-Place Density - Nuclear
50-foot grid Field Surface Tolerance N/A N/A
Job Mix Formula (Item 401-3.2) -- --
As
Necessary
Asphalt Pavement Analyzer or
Hamburg Wheel Test
T340 or
T324 --
2/Day Control Gradation (Production)
C117/C136/
D544 Sieve Analysis
D6307 AC Content - Ignition Method
D2172 Extraction of Bitumen from Mixtures
1/Day Moisture Content of Aggregates C 566 Moisture Content of Aggregate 1/Day Moisture Content of Asphalt D 1461 Moisture Distillates in Mixture 4/Day Temperatures N/A N/A
1/Sublot Field Test Cores D 3665 Random Sampling of Materials As
Necessary Field Density Test - Nuclear (Control) D 2950 Density of Bituminous Concrete Daily Smoothness N/A N/A
Daily Grade N/A N/A
P-610 Structural PCC Aggregate Suitability Tests* -- -- P-207
Scarify and Field Density Test - Nuclear (Control)
Recompact
Subgrade
P-154 Subbase Course
1/1,000 SY
2/1,200 SY Field Density Test - Nuclear (Control)
2/1,200 SY Field Density Test - Nuclear (Control)
FDR Recycled
Asphalt - Subbase
Course
MADERA MUNICIPAL AIRPORT
REHABILITATE APRON A2 AND HANGAR TAXILANES
QUALITY CONTROL TESTING SCHEDULE
1/1,000 SY Field Density Test - Nuclear (Control)
P-152 Excavation
AIP 3-06-0144-___-2025
2/1,200 SY Field Density Test - Nuclear (Control)
2/Day Asphalt Content
P-209 Aggregate Base
Course
Scarify and
Recompact
Existing Aggregate
Base Course
1/1,000 SY Field Density Test - Nuclear (Control)
*See Submittal Schedule
P-401 Asphalt Surface
Course
VII - 3
MADERA MUNICIPAL AIRPORT
REHABILITATE APRON A2 AND HANGAR TAXILANES
AIP 3-06-0144-___-2025
FLOW CHART – QUALITY CONTROL RESPONSIBILITIES
(Between Testing Laboratory, Contractor, and RPR)
Contractor
Testing Laboratory
Survey Firm
RPR
David Baltazar, E.I.T.
Brandley Engineering
Approved Rejected
Sponsor
F.A.A.
VII - 4
QUALITY CONTROL CORRECTIVE ACTION PLAN
In the event that inspection or test results indicate unsatisfactory production or construction processes, immediate action will be taken. Corrective actions may range from a minor process adjustment to temporary termination of production. Correction action options are contained in this section of the Construction Management Plan.
Corrective actions will be taken each time that inspection or testing results show a material quality or process to be out of compliance. When any tests fall outside tolerance levels, an appropriate investigation will be set up to determine the cause and bring the material back into tolerance.
Where two consecutive tests are outside tolerance levels, then Contractor will take immediate corrective action. This corrective action will occur regardless of its impact upon production. If three consecutive tests are out of specification, then production will immediately be halted and will not resume until it is demonstrated that all requirements can be met. Production will recommence only upon approval of the RPR.
Item Description Corrective Action
SUBGRADE – ITEM P-152:
Density If test results are outside the tolerances set forth in Item P-152 of the specifications, the entire lot shall be reworked and/or re-compacted and additional random tests made. This
procedure shall be followed until the specified density is reached.
Surface Tolerances Any portion lacking the required smoothness or failing in accuracy of grade or crown shall be scarified to a depth of at least 3 inches, reshaped and re-compacted to grade until the required smoothness and accuracy are obtained and approved by the RPR. Subbase course will not be placed until the corrections have been made and the RPR has inspected and approved.
SUBBASE COURSE – ITEM P-154/ ITEM P-207:
Density If the specified density is not attained, the area represented by the failed test shall be reworked and/or recompacted and two additional random tests made. This procedure shall be
followed until the specified density is reached.
Gradation If test results are outside the tolerances set forth in Item P-154 and P-207 of the specifications, an immediate investigation will be conducted to determine the cause. Corrections will be made, and material will be tested immediately to assure that the correction has been effective.
Surface Tolerances Any portion lacking the required smoothness or failing in accuracy of grade or crown shall be scarified to a depth of at least 3 inches, reshaped and re-compacted to grade until the VII - 5
Item Description Corrective Action
required smoothness and accuracy are obtained and approved by the RPR
Thickness Where the thickness is deficient by more than 1/2-inch, the Contractor shall correct such areas at no additional cost by scarifying to a depth of at least 3 inches, adding new material of proper gradation, and the material shall be blended and recompacted to grade.
AGGREGATE BASE COURSE – ITEM P-209:
Gradation If test results are outside of the tolerances set forth in Item P-209 of the specifications, an immediate investigation will be conducted to determine the cause. Corrections will be made, and material will be tested immediately to assure that the correction has been effective.
Finished Grade If finished grade of aggregate base is outside limits, then the surface will be regraded before bituminous surface
course is placed. asphalt surface course will not be placed until the corrections have been made and the QC Manager has inspected and approved.
Percent Crushed If test results are outside the limits set forth in Item P-209 of the specifications, an immediate investigation will be conducted to determine the cause. Corrections will be
made, and material will be tested immediately to assure that the correction has been effective.
Density of AB in-Place If the field density of aggregate base in-place determination indicates that the aggregate base is not being placed to a minimum of the required maximum density of the lab
specimen, immediate action will be taken. Corrections will be made, and material will be tested immediately to assure that the correction has been effective.
ASPHALT SURFACE COURSE – P-401:
Surface Tolerance If the finished surface varies more than 1/4” when tested with a 12-foot straightedge, immediate action will be taken to bring finish surface within the specified tolerance. If the completed thickness is deficient by more than ¼” of the design thickness, corrective action will be taken by
excavating to the required depth and replacing with new material. If the completed thickness is thicker and/or surface straightedge tolerances are exceeded, RPR will evaluate suitability of finished product and Contractor may be
requested to grind the surface or remove and replace the AC pavement.
VII - 6
Item Description Corrective Action
Asphalt Content If one point falls outside the suspension limit of ±0.70%, or two consecutive points fall outside the action limit of ±0.45%, an immediate investigation will be conducted to determine the cause. Corrections will be made and material will be tested immediately to assure that the correction has been effective.
Aggregate Gradation If test results are outside of limits set forth in the control charts in paragraph 401-6.5 of the specifications, an immediate investigation will be conducted to determine the cause.
Corrections will be made, and material will be tested
immediately to assure that the correction has been effective.
Aggregate Moisture When individual or composite aggregate moisture values differ from those of the plant computer, the plant computer will be adjusted to reflect the most recent aggregate moisture.
Asphalt Temperature If the asphalt temperature is not sufficient to provide adequate coating of aggregate particles or the asphalt temperature exceeds 325º F (148º C) the plant operator will immediately take corrective action to raise or lower the temperature as needed. Temperature will be closely monitored to verify that the correction was adequate.
Aggregate Temperature If the aggregate and mineral filler temperature exceeds 347º F (175º C) when asphalt is added, the plant operator will immediately take corrective action to lower the temperature as needed. Temperature will be closely monitored to verify that the correction was adequate.
Mix Moisture Content If the mix moisture exceeds 0.5%, the plant operator will be notified, and corrective action will be taken to reduce the moisture in the mix. Aggregate piles may be spread to dry, aggregate time in the heater may be increased, etc.
Aggregate Base Preparation
(P-209)
If the inspection indicates that the aggregate base is not compacted to 100% maximum density under areas to be
paved, immediate action will be taken. Aggregate base
problems will be corrected – dried, cleaned, compacted, graded, etc. Asphalt concrete will not be placed until the corrections have been made and the QC and QA Managers
have inspected and approved.
Prime and Tack Coat
(P-602 and P-603)
If inspection indicates that the prime and/or tack coat material or application is not in accordance with the specifications, immediately action will be taken. Prime/Tack coat will be reapplied, changed, time for “break” will be lengthened, etc.
Bituminous surface course will not be placed until the
corrections have been made and the RPR has inspected and approved.
VII - 7
Item Description Corrective Action
Base Temperature If the surface temperature is less than specified in Table 4 of paragraph 401-4.1 of the specifications, bituminous mixture will not be placed unless approved by the RPR.
Mix Temperature If physical measurements indicate that the mix temperature is below the specified temperature, corrective action will be taken immediately. Cool mix will be returned to the plant and the operation will be changed to correct the situation that is causing the problem. AC will be held in tarped trucks and not windrowed until necessary.
In-Place Density If field density determination indicates that the bituminous surface course is not being placed to a minimum theoretical maximum density of the mat at 92.8% or joint of 90.5%,
immediate action will be taken. Roller operations will be investigated and may be changed, plant will be notified, and mix quality will be examined, temperature will be
determined, etc. Density will be tested immediately
following the corrective action to assure that the action has been effective. If a lot does not equal 90 percent within limits (PWL) of the compaction of both mat and joints, corrective action will be taken to increase the degree of compaction.
Air Voids If the lot does not have air voids within the limits (PWL) of Table 5 of paragraph 401-5.2 of the specifications, the reason shall be determined, and corrective action will be taken.
Surface Smoothness If the finished surface varies more than 3/8” for base course and ¼” of surface course using a 12-foot straightedge,
corrective action will be taken. If more than 15% of all measurements within a lot exceed these tolerances using methods set forth in the specifications, then corrective action will involve removing deficient material and replacing with new. High points will be ground off when required.
Re-sampling Pavement Corrective action for pavement items may include resampling of pavement.
STRUCTURAL PORTLAND CEMENT CONCRETE – (P-610):
Compressive Strength If the test specimens fail to conform to the requirements for strength, changes shall be made to the concrete mixture to increase the strength to meet the requirements. When a given lot of concrete fails to meet the minimum requirements, the entire lot shall be replaced at the Contractor’s expense.
VII - 8
Item Description Corrective Action
Defective Work Any defective work discovered after the forms have been removed, which in the opinion of the RPR cannot be repaired satisfactorily, shall be immediately removed and replaced at the expense of the Contractor. Defective work shall include deficient dimensions, or bulged, uneven, or honeycomb on the surface of the concrete.
VIII. QUALITY ASSURANCE TESTING
VIII - 1
QUALITY ASSURANCE TESTING
Quality Assurance Testing and Inspection will be performed by or under the direction of the RPR.
Quality Assurance Testing, as a minimum, will include all final acceptance testing to make sure the final product is within specification limits and to determine pay factors for each item.
The Quality Assurance Testing Schedule, flow path charts, and pay factors are included on the following pages.
VIII - 2
Spec. Min
No. Material Frequency Testing ASTM Title
2/1,200 SY Field Density Acceptance Test - Sand Cone D 1557 Laboratory Compaction 50-foot grid Field Surface Tolerance N/A N/A
2/day Field Gradation (Placement) C 136 Sieve Analysis
50-foot grid Field Surface Tolerance(1) N/A N/A
2/1,200 SF Field Density Moisture Content D 1557 Laboratory Compaction 2/1,200 SF Field Density Acceptance Test - Sand Cone D 1557 Laboratory Compaction 2/day Field Gradation (Delivery) C 136 Sieve Analysis
Field Percent Crushed
25-foot grid Field Surface Tolerance(1) N/A N/A
2/1,200 SF Field Density Moisture Content D 1557 Laboratory Compaction 2/1,200 SF Field Density Acceptance Test - Sand Cone D 1557 Laboratory Compaction P-209
Scarify &
Recompact
Existing Base
Course
1/1,000 SY Field Density Acceptance Test - Sand Cone D 1557 Laboratory Compaction 4/day Field Temperature N/A N/A
1/sublot Field Density, Voids, From Cores - Mat & Joint 1/sublot Bulk Specific Gravity D2726 Bluk Specific Gravity & Density 1/sublot Air Voids D3203 Percent Air Voids
Daily Grade N/A N/A
Daily Thickness N/A N/A
Daily Smoothness N/A N/A
P-602 Emulsified Asphalt
Prime Coat Spread N/A N/A
P-603 Emulsified Asphalt
Tack Coat Spread N/A N/A
Slump C143 Slump - Hydraulic Cement
Air Content C231 Air Content Freshly Mixed Concrete
Compressive Strength C39 Compressive Strength
P-620 Airfield Marking Check Layout and Coverage N/A N/A -- Gate Loop Check Layout and Installation N/A N/A
FDR Recycled
Asphalt - Subbase
Course
MADERA MUNICIPAL AIRPORT
AIP NO. 3-06-0144-___-2025
Excavation
QUALITY ASSURANCE TESTING SCHEDULE
REHABILITATE APRON A2 AND HANGAR TAXILANES
P-610 Concrete Each Day's
Placement
D 1557 Laboratory Compaction
P-154
P-152 1/1,000 SY Field Density Acceptance Test - Sand Cone Subbase Course
P-401 Asphalt Surface
Course
P-209 Aggregate Base
Course
P-207
VIII - 3
MADERA MUNICIPAL AIRPORT
REHABILITATE APRON A2 AND HANGAR TAXILANES
AIP 3-06-0144-___-2025
FLOW CHART – QUALITY ASSURANCE RESPONSIBILITIES
(Between Testing Laboratory, RPR, and Contractor)
RPR
David Baltazar, E.I.T.
Pass Fail
Inspector
Testing Technician
Sponsor
F.A.A.
Contractor Contractor
Corrective
Action
VIII - 4
PAY FACTORS
Subgrade, Subbase Course, Aggregate Base Course - If grade is high, the Contractor shall remove this excess material at no cost to the Owner. If grade is more than 1/2-inch low, the existing section shall be scarified, additional material added, and the total section recompacted.
Asphalt Surface Course – Basis of Adjusted Payment - The pay factor for each individual lot shall be calculated in accordance with the Price Adjustment Schedule shown below. A pay factor shall be calculated for both mat density and air voids. The lot pay factor shall be the higher of the two values when calculations for both mat density and air voids are 100% or higher. The lot pay factor shall be the product of the two values when only one of the calculations for either mat density or air voids is 100% or higher. The lot pay factor shall be the lower of the two values when calculations for both mat density and air voids are less than 100%. If PWL for joint density is less than 71% then the lot pay factor shall be reduced by 5% but be no higher than 95%.
PRICE ADJUSTMENT SCHEDULE
Percentage of Material Within
the Specification Limit (PWL)
Lot Pay Factor (Percent of Contract
Unit Price) 1
96-100 106
90-95 PWL + 10
75-89 0.5 PWL + 55
55-74 1.4 PWL – 12
Below 55 Reject2
1Although it is theoretically possible to achieve a pay factor of 106 percent for each lot, actual payment above 100 percent shall be subject to the total project payment limitation specified in paragraph 401-8.1.
2 The lot shall be removed and replaced. However, the RPR may decide to allow the rejected lot to remain. In that case, if the RPR and Contractor agree in writing that the lot shall not be removed, it shall be paid for at 50% of the contract unit price and the total project payment shall be reduced by the amount withheld for the rejected lot.
For each lot accepted, the adjusted contract unit price shall be the product of the lot pay factor for the lot and the contract unit price. The total project payment for plant mix asphalt pavement shall not exceed 106 percent of the product of the contract unit price and the total number of tons of asphalt used in the accepted work. Payment in excess of 100% for accepted lots of asphalt shall be used to offset payment for accepted lots of asphalt pavement that achieve a lot pay factor less than 100%.
Payment for sublots which do not meet grade in accordance with specification requirements after correction for over 25% of the sublot shall be reduced by 5%.
Other Materials – Payment for accepted other materials, such as prime coat, tack coat, paint, and beads will be measured in place and paid for at unit prices bid.
IX. TEST RESULT DOCUMENTATION
IX - 1
TEST RESULT DOCUMENTATION
A. Quality Control Tests and Inspections
The Contractor shall maintain current quality control records of all inspections and tests performed. These records shall include factual evidence that the required inspections or tests have been performed, including type and number of inspections or tests involved; results of inspections or tests; nature of defects, deviations, causes for rejection, etc.; proposed remedial action; and corrective actions taken.
All records must cover both conforming and defective or deficient features and must include a statement that all supplies and materials incorporated in the work are in full compliance with the terms of the contract. Legible copies of these records shall be furnished to the Engineer daily. The records shall cover all work placed subsequent to the previously furnished records and shall be verified and signed by the Contractor's Program Administrator.
The Contractor shall be responsible for establishing a system which will record all quality control test results. Daily test reports shall document the following information:
(1) Technical specification item number and description; (2) Test designation;
(3) Location;
(4) Date of test;
(5) Weather conditions;
(6) Control requirements;
(7) Test results;
(8) Causes for rejection;
(9) Recommended remedial actions; and
(10) Retests.
Test results from each day's work period shall be submitted to the RPR prior to the start of the next day's work period. The Contractor shall maintain statistical quality control charts. The daily test reports shall be signed by the responsible Quality Control Manager and the Contractor.
Each week the Contractor shall provide Summary Reports to the RPR for testing on each product.
Each Contractor Quality Control Manager shall maintain a daily log of all inspections performed for both Contractor and subcontractor operations on a form acceptable to the Project Engineer. These technician's daily reports shall provide factual evidence that continuous quality control inspections have been performed and shall, as a minimum, include the following:
IX - 2
(1) Technical specification item number and description; (2) Weather conditions;
(3) Compliance with approved submittals;
(4) Proper storage of materials and equipment;
(5) Proper operation of all equipment;
(6) Adherence to plans and technical specifications;
(7) Summary of any necessary corrective actions;
(8) Safety inspection; and
(9) Photographs and/or video
The daily inspection reports shall identify inspections conducted, results of inspections, location and nature of defects found, causes for rejection, and remedial or corrective actions taken or proposed.
The daily inspection reports shall be signed by the responsible Quality Control Manager and the Contractor. The RPR shall be provided at least one copy of each daily inspection report on the work day following the day of record.
B. Quality Assurance Tests and Inspections
The RPR shall maintain current quality assurance records of all inspections and tests performed. These records shall include factual evidence that the required inspections or tests have been performed, including type and number of inspections or tests involved; results of inspections or tests; nature of defects, deviations, causes for rejection, etc.; proposed remedial action; and corrective actions taken.
These records must cover both conforming and defective or deficient features, and must include a statement that all supplies and materials incorporated in the work are in full compliance with the terms of the contract.
Daily and weekly summary test reports will be prepared and furnished to Sponsor and Contractor.
The forms to be used for these records are included in this section of the Construction Management Plan.
C. Final Test Reports
After completion of the project and before final payment is made, all test data from the Contractor’s Quality Control Testing for each material used on the project shall be summarized in tabular form in electronic format and submitted to the RPR.
Copies of typical test reports for each item of work are attached.
Quality Assurance tests only shall be used in the determination of pay factors for any material or for acceptance or rejection of any portion of the work.
IX - 3
JOB NAME: DATE: DAY:
JOB NUMBER: SOIL CLASSIFICATION:
Test No.
Date of Test
Location (use back if needed)
Lift
Elevation
A Wet Soil - gm
B Sand, start - gm
C Sand, end - gm
D Vol. Ring - gm
E Sand, end + ring - gm (C + D)
F Sand in Hole - gm (B - E)
G Density Sand - lb/cu ft
H Wet Density - lb/cu ft (A/F) * G
Est. Moisture - %
Tare No.
I Wet Wt. + Tare
J Dry Wt. + Tare
K Wt. Water (I - J)
L Wt. Tare
M Wt. Dry Soil (J - L)
N Water - % (K/M)
O Dry Density - lb/cu ft [H/(1 + H)]
P Max Dry Density - lb/cu ft
Optimum Moisture - %
Relative Compaction - % [(O/P) x 100]
Depth of Fill Remaining REMARKS
Job Progress - % Completed
Inspector Time Mileage
FIELD DENSITY TESTS & COMPACTION CONTROL
IX - 4
Test
No. Date Station Offset Elevation
Moisture
Content
(Percent)
Dry
Density
(pcf)
Maximum
Dry Density
(pcf)
Relative
Compaction
(percent) Remarks
SPECIFICATION 100% Min.
MADERA MUNICIPAL AIRPORT
MADERA, CALIFORNIA
SUMMARY OF FIELD COMPACTION TEST RESULTS
(Contract Item: e.g. Aggregate Base Course)
AIP NO 3-06-0144-___-2025
REHABILITATE APRON A2 AND HANGAR TAXILANES
IX - 5
L 2.0% 92.8% 90.5%
U 5.0%
Date Lot-Sublot Load Sample Location Lift Stability Air Voids Mat Density Joint Density Average
Std. Dev.
QL
QU
PL
PU
PWL
% Pay
Total % Pay
Average
Std. Dev.
QL
QU
PL
PU
PWL
% Pay
Total % Pay
Average
Std. Dev.
QL
QU
PL
PU
PWL
% Pay
Total % Pay
Madera Municipal Airport
Rehabilitate Apron A2 and Hangar Taxilanes
Asphalt Surface Course Payment Schedule Calculations
IX - 6
Lot Sublot Max. Density % Air
Date Area Station Offset No. No. Tonnage (pcf) Mat Joint Voids
92.8 Min. 90.5 Min. 2-5
AIP NO. 3-06-0144-___-2025
MADERA MUNICIPAL AIRPORT
MADERA, CALIFORNIA
REHABILITATE APRON A2 AND HANGAR TAXILANES
ASPHALTIC CONCRETE TEST SUMMARY
Location Compaction (% TMD)
SPECIFICATION
IX - 7
Sample Date Slump Air
ID Location Cast (inch) Content 7-day 28-day
Specification 4 Max. 5% +/- 1.2% 4,000 Min.
MADERA MUNICIPAL AIRPORT
AIP NO. 3-06-0144-__-2025
Compressive Strength - psi
SUMMARY OF COMPRESSIVE STRENGTH TEST RESULTS -
STRUCTURAL PORTLAND CEMENT CONCRETE
MADERA, CALIFORNIA
REHABILITATE APRON A2 AND HANGAR TAXILANES
IX - 8
X. FINAL TEST AND QUALITY CONTROL REPORT
X - 1
FINAL TEST AND QUALITY CONTROL REPORT
At the end of the project the RPR shall submit a final test and quality control report documenting the results of all tests performed both by the Contractor’s Quality Control Program and the Sponsor’s Quality Assurance Program. Those tests that failed or did not meet the applicable test standard shall be highlighted and corrective action/retesting noted. The report shall include the pay reductions applied or bonuses paid and justification for accepting any out-of-tolerance materials.
At the completion of the project the RPR will submit a Final Engineer’s Report and Record Drawings. The summary test results of all Quality Control and Quality Assurance testing will be included in this report. Included in this final report will be the following:
• Brief Narrative of Work Accomplished
9 Include explanation for any deleted work items
9 Provide brief description of non-participating work items • Project Photographs
9 Include a representative number of photographs that depict major elements of the project prior to the improvement and after completion of construction • Summary of Key Milestone Dates
9 Receipt of Bids
9 Notice-To-Proceed
9 Substantial Completion
9 Contract
9 Final Inspection - Attach the final inspection record with any remaining punch list items as well
9 Final Acceptance
• Contract Time
9 Explanation of liquidated damages (if required)
9 Description of weather delays and winter shutdowns (Note: Calendar contracts require submittal of NWS data to support weather events exceeded the normal monthly events.)
• Labor Provisions
9 Statement of compliance with contract labor provisions (i.e. payroll reviews, etc.). 9 Summary of any complaints/findings and resolution.
• Environmental Requirements
9 Provide a statement if the environmental requirements were met and if not why.
X - 2
• Summary of DBE Utilization
9 Prepare and submit a summary of the actual DBE participation compared to the contract goal.
• Contract Change Orders and Quantity Adjustments
9 Provide a change order summary with a delineation of eligible and ineligible costs 9 Detail and justify the changes required to engineering agreements, contract times, final construction quantities
9 Summarize FAA eligibility determinations from previously communicated change orders
• Construction Material Testing and Acceptance
9 Provide a summary of all required acceptance tests per the project specifications and the approved construction observation plan (Grant obligation). 9 Sponsor/consultant does not need to submit actual test reports with close out report but must make such information available upon request by the FAA. 9 The summary must provide clear explanation of any price adjustments due to the application of Percent Within Limit (PWL) rules.
1 COVER SHEET & INDEX
2 CONSTRUCTION SAFETY & PHASING PLAN
3 COORDINATE LAYOUT PLAN
4 DEMOLITION PLAN
5A GRADING PLAN - BASE BID ONLY
5B GRADING PLAN - BASE BID + ALTERNATE 1
5C GRADING PLAN - BASE BID + ALTERNATES 1 & 2
6 TYPICAL SECTIONS
7 MARKING & GATE PLAN
8 MARKING & GATE DETAILS9 SOIL BORING LOGS
10 SOIL BORING LOGS
MARCH 2025
CONSTRUCTION PLANS FOR:
1 10
AIP NO. 3-06-0059-___-2025
APPROVED: DATE:
SHEET INDEX
REHABILITATE APRON A2 & HANGAR TAXILANES
DESIGNED BY:
6125 KING ROAD, SUITE 201 ∙ LOOMIS, CALIFORNIA 95650 ∙ (916) 652-4725
MADERA MUNICIPAL AIRPORT
MADERA, CALIFORNIA
MADERA MUNICIPAL AIRPORT
CI V I L
Exp. 6-30-2025
RNo. C 71139 EGISTERED PROFESSIONAL ENGINEER
STATE OF CAL I FORNIA
MELISSA S. BRANDLEY
X
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TOFA
TOFA
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HELO FUEL
RSA RSA RSA RSA RSA RSA RSA RSA
ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA
RSA RSA RSA RSA RSA RSA RSA RSA RSA
ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA
TOFA
TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA
TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA
TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA
TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA
C
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FUEL
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RSA
ROFA
X X X
TSA TSA TSA TSA TSA TSA TSA
TOFA TOFA TOFA TOFA TOFA TOFA TOFA
TSA TSA TSA TSA TSA TSA
C
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FUEL
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KDC
8323.02.Safety
AS SHOWN
DATEDRAWN
CHECKED
PROJECT No.
FILE
SCALE
No. REVISIONS BY APR DATE
SHEET No.
ENGINEER OF RECORD
G:\83 MADERA\23 TAXILANES\BID SET\8323.02.SAFETY.DWG PLOTTED BY Kevin Currey 3/13/2025 11:37 AM 6125 KING ROAD, SUITE 201 ∙ LOOMIS, CALIFORNIA 95650 ∙ (916) 652-4725 3/13/2025
83.23 MSB
CONSTRUCTION SAFETY & PHASING PLAN
MADERA MUNICIPAL AIRPORT
MADERA CALIFORNIA
REHABILITATE APRON A2 & HANGAR TAXILANES BARRICADE NOTES: 1. CONTRACTOR WILL FURNISH, INSTALL, AND MAINTAIN PLASTIC WATER-FILLED LIGHTED BARRICADES.
AIRPORT TO PROVIDE 50 BARRICADES.
2. EACH BARRICADE SHALL HAVE 2 SOLAR-POWERED LIGHTS WITH RED LENSES EACH CONTROLLED BY PHOTOCELLS SUCH THAT THEY ARE ON CONTINUOUS AT NIGHT AND OFF BY DAY.
3. BARRICADES SHALL BE SECURED IF NECESSARY TO RESIST MOVEMENT FROM JET BLASTS OR PROP BLAST.
4. LOCATE BARRICADES AS SHOWN ON THE PLAN AND DIRECTED BY RESIDENT PROJECT REPRESENTATIVE.
WHERE SPACING BETWEEN BARRICADES IS PERMITTED, SPACING SHALL NOT EXCEED 4 FEET. SEE THISSHEET FOR LOCATIONS.
5. AT THE COMPLETION OF THE CONSTRUCTION, ALL BARRICADES SHALL BE DRAINED OF WATER AND REMOVED FROM THE AIRPORT. FIFTY(50) AIRPORT BARRICADES SHALL BE RETURNED TO AIRPORT STORAGE YARD.
96" (84" WHEN CONNECTED)
SAFETY ORANGE PRISMATIC REFLECTOR
WHITE PRISMATIC REFLECTOR SOLAR WARNING LIGHT
FORK LIFT GROOVE SAFETY ORANGE WATER RELEASE PLUG
10" WATER-FILLED BARRICADE
NOT TO SCALE
TAXIWAY P
TAXIWAY B
AVIATION DRIVE
TAXIWAY D
RUNWAY 12-30
TAXIWAY C
TAXIWAY E
AIRPORT
DRIVE
X X X
SAFETY PLAN NOTES:
1. CONSTRUCTION OF THIS PROJECT WILL BE PERFORMED AS EITHER THE BASE BID ONLY, THE BASE BID AND ALTERNATE 1, OR THE BASE BID AND ALTERNATE 1 AND ALTERNATE 2. THEDIVISION OF EACH PORTION IS AS SHOWN ON THIS SHEET. WORK AREA BOUNDARIES ANDBARRICADE PLACEMENT SHALL BE AS SHOWN ON THIS SHEET AND DESCRIBED IN THESE NOTES.FOR VEHICLE AND AIRCRAFT RESTRICTIONS TO HANGARS IN PROJECT AREA SEE HANGAR ACCESS RESTRICTION TABLE THIS SHEET.
2. WORK AREA 2 IS THE PORTION OF THE BASE BID AND ALTERNATE 2 WITHIN THE TAXIWAY P OBJECT FREE AREA (TOFA), WHICH EXTENDS TO 62' FEET FROM THE TAXIWAY P CENTERLINE.
WORK AREA 1 IS ALL OTHER PORTIONS OF THE PROJECT DESIGNATED TO BE REHABILITATED.
3. CONTRACTOR'S STORAGE AREA SHALL BE DESIGNATED IN THE AREA SHOWN ON THE PLANS AND THE PERIMETER MARKED BY APPROVED BARRICADES OR FENCING. NO SEPARATE PAYMENT FOR CLEARING & GRADING.
4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SECURITY AND CLEANLINESS OF THE WORK SITE AND CONTRACTOR'S STORAGE AREA AT ALL TIMES. CONTRACTOR SHALL MAINTAIN HAUL ROAD AND PAVED SURFACES CLEAN OF DEBRIS AT ALL TIMES. APRON AND TAXIWAYS SHALL BE MAINTAINED BROOM CLEAN.
5. CONTRACTOR SHALL LIMIT ALL CONSTRUCTION VEHICLE ACTIVITY TO THE LIMITS OF THE PROJECT AND THE HAUL ROAD SHOWN ON THE PLANS. NO CONSTRUCTION TRAFFIC WILL BE ALLOWED BEYOND THE LIMITS OF THE WORK AREA AND DESIGNATED HAUL ROUTES.
6. CONTRACTOR SHALL NOTIFY AIRPORT MANAGER AND RPR 30 DAYS PRIOR TO CLOSURE OF THE PROJECT SITE AND INSTALLING BARRICADES. CONTRACTOR SHALL FURNISH, ERECT & MAINTAINLIGHTED BARRICADES AT THE BOUNDARY OF THE WORK AREA TO KEEP VEHICLES AND AIRCRAFT FROM ENTERING THE CONTRACTOR'S WORK AREAS.
7. WHEN CONSTRUCTION ACTIVITY IS WITHIN THE TAXIWAY OBJECT FREE AREA, CONTRACTOR
SHALL SUBMIT A DETAILED SCHEDULE, A MINIMUM OF ONE WEEK IN ADVANCE OF SUCH ACTIVITY AND VERIFY CLOSURE OF TAXIWAY 48 HOURS PRIOR TO PLACING BARRICADES.
CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN BARRICADES TO CLOSE THAT PORTION
OF TAXIWAY IN WHICH THE CONTRACTOR IS WORKING
8. CONTRACTOR WILL PROVIDE A QUALIFIED FLAGGER WITH RADIO TO MONITOR AIRPORT FREQUENCY, 122.80 MHZ AND OBSERVE AIRCRAFT OPERATIONS WHEN CONTRACTOR IS WORKING NEAR ACTIVE RUNWAYS, TAXIWAYS AND RESTRICTED AREAS.
9. BARRICADES SHALL BE PLACED CLOSING TAXIWAY C AND THE PORTION OF TAXIWAY P ADJACENT TO WORK AREA 2 WHILE PERSONNEL OR EQUIPMENT ARE OPERATING WITHIN THATAREA. DAYTIME CLOSURE OF TAXIWAYS C & P SHALL BE LIMITED TO A TOTAL OF 10 DAYS.
WORK MAY OCCUR CONCURRENTLY IN WORK AREAS 1 AND 2.
FOLLOWING PAVEMENT DEMOLITION IN WORK AREA 2, CONTRACTOR SHALL CONSTRUCT SHOULDER BACKING GRADED TO 5% ADJACENT TO THE OPEN TAXIWAY. 5% SHOULDER
BACKING SHALL BE IN PLACE AND MAINTAINED AT ALL TIMES TAXIWAY P IS OPEN TO AIR TRAFFIC, AND UNTIL PAVING OPERATIONS IN WORK AREA 2 ARE COMPLETE. 5% SHOULDER
BACKING SHALL BE IN PLACE ON A DAILY BASIS IN ORDER TO OPEN TAXIWAYS C & P AT THE END OF THE CONTRACTOR'S WORKING DAY OF 7AM TO 5PM.
10. CONTRACTOR SHALL PROTECT ALL SURVEY MARKERS, PROPERTY CORNER MARKERS, AND BENCH MARKS FROM DAMAGE.
11. AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT U.S.A. - UNDERGROUND SERVICE ALERT - AT (811) AND REQUEST THAT UTILITY
OWNERS MARK OR OTHERWISE INDICATE THE LOCATION OF THEIR FACILITIES IN THE WORK SITE. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL UTILITIES AND ALL STRUCTURES FOUND AT THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION. UTILITIES SHOWN ARE FROM AVAILABLE RECORDS AND FIELD MEASUREMENTS.
12. SHOULD CONTRACTOR ENCOUNTER AND DAMAGE A WATERLINE ON THE AIRPORT THEY SHALL IMMEDIATELY NOTIFY THE LOCAL FIRE DEPARTMENT AND THE AIRPORT.
13. IN CASE OF AN AIRCRAFT EMERGENCY THE AREA AROUND THE AIRCRAFT SHALL BE EVACUATED
AND NOT REENTERED BY THE CONTRACTOR WITHOUT GIVEN PERMISSION EXCEPT FOR LIFESAVING ACTIVITIES.
14. CONTRACTOR SHALL USE GATE G4 AND THIS GATE SHALL REMAIN CLOSED AT ALL TIMES EXCEPT WHEN AUTHORIZED EQUIPMENT IS ACTUALLY ENTERING THE AIRPORT. DURING CONTINUOUS
USE OF A GATE FOR DELIVERY OF EQUIPMENT OR MATERIALS, CONTRACTOR SHALL REQUEST THAT THE AIRPORT PLACE THE GATE IN A LOCKED OPEN STATE; CONTRACTOR SHALL PROVIDE A FLAGGER, TRAINED BY THE AIRPORT AND PLACE THE FLAGGER AT THE OPEN GATE TO KEEPUNAUTHORIZED PERSONNEL AND WILDLIFE FROM ENTERING THE AIRPORT.
15. GATE G3 SHALL BE CLOSED TO ALL VEHICLE TRAFFIC FOR DURATION OF THE PROJECT. AIRPORT WILL PLACE GATE IN A LOCKED CLOSED STATE. CONTRACTOR SHALL ERECT A "DO NOT ENTER"SIGN AND A DIRECTIONAL "DETOUR' SIGN POINTING TOWARDS GATE G4.
16. DETAILED CONSTRUCTION SCHEDULES SHALL BE UPDATED AND COORDINATED WITH THE AIRPORT MANAGER AND RPR.
17. ALL EQUIPMENT OPERATING DURING DAYLIGHT HOURS SHALL BE EQUIPPED WITH AN ORANGE AND WHITE CHECKERED FLAG OR FLASHING AMBER BEACON. EQUIPMENT OPERATING IN LOWVISIBILITY CONDITIONS, DAWN OR DUSK HOURS SHALL BE EQUIPPED AND USE AN AMBER FLASHING BEACON.
18. CONTRACTOR'S STORAGE AND STAGING AREA LOCATION SHALL BE DESIGNATED BY THE AIRPORT MANAGER. CONTRACTOR SHALL CLEAR & GRADE AREA FOR STORAGE. NO SEPARATE PAYMENT FOR CLEARING & GRADING. AREA SHALL BE BE RESTORED TO ITS ORIGINAL CONDITION ONCE PROJECT IS COMPLETE.
19. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST AND EROSION CONTROL DURING THE DURATION OF THE PROJECT. CONTRACTOR SHALL ACQUIRE WATER PERMITS AS REQUIREDPRIOR TO START OF ANY WORK ON THE AIRPORT.
20. ALL TRASH SHALL BE PLACED IN WASTE CONTAINERS TO PREVENT FOREIGN OBJECT DEBRIS AND THE ATTRACTION OF WILDLIFE. WASTE CONTAINERS SHALL BE EQUIPPED WITH LIDS AND SECURED AT ALL TIMES. NO TRASH OR DEBRIS SHALL BE LEFT ON SITE BY THE CONTRACTOR.
GRID NORTH
45°
TO TRUE NORTH
TRUE NORTH
200
0 100 200
SCALE: 1"=200'
MADERA CTAF: 122.8
RUNWAY OBJECT FREE AREA
LEGEND
RUNWAY SAFETY AREAPROJECT WORK AREA - BASE BID
CONTRACTOR'S STORAGE AREA
EXISTING BUILDINGEXISTING PAVEMENTHAUL ROAD
ARFF ACCESS ROUTE
LOW PROFILE BARRICADE W/ 4' SPACING ALLOWED WITH WORK ZONE IDEXISTING FENCE
AIRCRAFT ROUTE
X X X
62'
WORK AREA 2
BASE BID
ALTERNATE 1
ALTERNATE 2
PROJECT WORK AREA - ALTERNATE NO. 2PROJECT WORK AREA - ALTERNATE NO. 1 2 2
1 1 2
1 2
X X X X X X X X X CONTINUOUS LOW PROFILE BARRICADE WITH WORK ZONE ID X X X
X X X X X X
X X X X X X X X X X X X X X X X X X X X X
X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TAXIWAY P ALTERNATE 2 ALTERNATE 1 BASE BID
X X X X X X
1 1 2
2 2
1 2
1 2
1 2
1 2
1 2
X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X
ALTERNATE 2
HGR 4 HGR 3 HGR 2 HGR 1
HGR 8 HGR 7 HGR 6
HGR 5
HGR 4 HGR 3 HGR 2 HGR 1
HGR 8 HGR 7 HGR 6
FUEL
G1
G2
G3
G4
FUEL FUEL FUEL
2 1
FUEL FUEL TRUCK ROUTE
SEE NOTE 1
G3
X X X
ELEC.
VAULT
OFFICE
X X X
X X X
X X X X X X X X X X X X
ERECT "DO NOTENTER" ANDDIRECTIONAL
"DETOUR" SIGN
EXISTING SWING GATE AND MAN
GATE TO BE CLOSED AND LOCKED
FOR DURATION OF PROJECT
SEE NOTE 15
TW C
LI VI C
No. C 71139
Exp. 6-30-2025
TSI GE
R
RE
DE PROFESSIONAL ENGINEE
R
STATE OF CAL I FORN AI
LEM
SI SA S. BRANDLEY
X X X
X X X X X X X X X
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X X X X X X X X X
X X X X X X X X X
X X X X X X X X X
SEE HANGAR ACCESS
RESTRICTION NOTES
SEE HANGAR ACCESS
RESTRICTION NOTES
50 0 25 50
SCALE: 1"=50'
HANGAR ACCESS RESTRICTIONSHANGAR 1 - NO VEHICLE OR AIRCRAFT ACCESS TO NORTH SIDE OF HANGARHANGAR 2 - NO VEHICLE, PEDESTRIAN OR AIRCRAFT ACCESS TO HANGAR.HANGAR 3 - ACCESS BY VEHICLE, PEDESTRIAN OR AIRCRAFT TOW LIMITED TO BEFORE 7AM AND AFTER 5PM ON DESIGNATED ROUTE.
HANGAR 4 - ACCESS BY VEHICLE, PEDESTRIAN OR AIRCRAFT TOW LIMITED TO BEFORE 7AM AND AFTER 5PM ON DESIGNATED ROUTE.
HANGAR 5 - VEHICLE ACCESS TO HANGAR LIMITED TO USING GATE G4.HANGAR 6 - NO VEHICLE OR AIRCRAFT ACCESS TO SOUTH SIDE OF HANGAR. USE GATE G4.HANGAR 7 - NO VEHICLE OR AIRCRAFT ACCESS TO SOUTH SIDE OF HANGAR. USE GATE G4.
FUEL TRUCK ACCESS LIMITED TO DESIGNATED ROUTE.
HANGAR 8 - AIRCRAFT ACCESS BY TOWING LIMITED TO MAXIMUM OF 5 TIMES PER DAY DURING HOURS OF 7AM TO 5PM. HANGAR OWNER WILL PROVIDE MINIMUM (1)VEHICLE FLAGGER AND (1) WING WALKER DURING TOW.
HANGARS 2-4, 6-8 - NO VEHICLE OR AIRCRAFT ACCESS FOR TWO WEEKS DURING FINAL AC REMOVAL, AB PREPARATION, PRIME COAT AND NEW AC PAVING. ACCESS ROUTE TO HANGAR 3 AND 4DEPENDANT ON AWARD OF ALTERNATE 1. TOW ROUTE SHOWN IS FOR BASE BID ONLY.
NOTE: HANGAR TENANTS FROM HANGARS 3, 4, & 8 SHALL ATTEND SAFETY MEETING WITH RPR AND CONTRACTOR PRIOR TO START OF CONSTRUCTION TO REVIEW AIRCRAFT TOWING PROTOCOLS.
X X X X X X X X X
X X X
2 X X X
X X X
X X X
X X X X X X X X X X X X X X X X X X
X X X
X X X X X X X X X X X X
X X X
X X X
X X X
X X X
X X XX X X
1 1
ALTERNATE 1
EXHIBIT 1
N10000.00
E14544.00
RW 30 THRESHOLD
AVENUE 16
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
HELO FUEL
X
RSA RSA RSA RSA
ROFA ROFA ROFA ROFA
RSA RSA RSA RSA
ROFA ROFA ROFA ROFA
X
C
E
C
E
E
E C
E
C E
C E
E E
C
FUEL
FUEL
FUEL
FUEL
X
X
N10000.00E9000.00
RW 12 THRESHOLD
6 257.08
RW EXT CL
N10000.00E14844.40
12 251.87
TBM N&S
N10475.34E11657.19
53 253.04
REBAR
N11145.49
E12719.03
51 259.06
N&S
N9999.92E15233.86
5 252.67
BM REBAR IN HW
N10452.14
E12788.36
52 257.00
N&S
N9999.84
E16344.40
7 247.29
EXT CL 3/4 IP
N10000.00
E8500.00
63 255.22
USGS P802
N11036.75
E11926.95
11 252.55
TBM N&S
N10474.65E12207.60
10 251.35
TBM N&S
N10475.43E11106.76
CONTROL POINTS
POINT #
5 6
7 10
11 12
51 52
53 63
DESCRIPTION
BM REBAR IN HW
RW EXT CL
EXT CL 3/4 IP
TBM N&STBM N&STBM N&S
N&SN&S
REBAR
USGS P802
ELEV
252.67257.08247.29
251.35252.55
251.87259.06257.00253.04255.22
GRID N
10452.1410000.0010000.0010475.4310474.6510475.34
9999.92
9999.84
11145.4911036.75
GRID E
12788.3614844.40
8500.00
11106.7612207.6011657.1915233.8616344.4012719.0311926.95 KDC
8323.03.Coord
1"=300'
3/13/2025
COORDINATE LAYOUT PLAN
MADERA MUNICIPAL AIRPORT
GRID NORTH
45°'
TO TRUE NORTH
AVENUE 16
AIRPORT RD
RUNWAY 12-30
RUNWAY 8-26 (CLOSED)
C
A
RUNWAY/TAXIWAY CENTERLINEEX EDGE OF PAVEMENT
LEGEND
AIRPORT GRID COORDINATE
N9738.46E13727.35
67.00 EXISTING GRADE ELEVATION
COORDINATE CONTROL NOTES:
1. THE BASIS OF THE BEARING FOR THE AIRPORT COORDINATE SYSTEM IS THE CENTERLINE OF RUNWAY 12-30 WHICH BEARS PROJECT EAST-WEST. THE THRESHOLD OF RUNWAY 12 IS HELD AS N10,000.00, E9,000.00.
2. ALL MEASUREMENTS, PROJECT GRID COORDINATES, AND STATION VALUES SHOWN ARE GROUND DISTANCES.
3. THE BASIS FOR VERTICAL CONTROL SHALL BE USGS MONUMENT P 802, 255.22'.
ELEVATIONS BASED ON THE THE NORTH AMERICAN VERTICAL DATUM OF 1988, GEOID12B.
4. TEMPORARY BENCHMARKS WERE SET OCTOBER 2020 BY ESP SURVEYING. CONTRACTOR
SHALL VERIFY BENCHMARK LOCATION AND HEIGHT PRIOR TO USING AS LOCAL CONTROL.
EXISTING SURVEY MONUMENT
TEMPORARY BENCHMARK
83.23 MSB
3 OF 10
MADERA CALIFORNIA
REHABILITATE APRON A2 & HANGAR TAXILANES
TAXIWAY P
E
D
B
TRUE NORTH
300
0 150 300
SCALE: 1"=300'
DATEDRAWN
CHECKED
PROJECT No.
FILE
SCALE
No. REVISIONS BY APR DATE
SHEET No.
ENGINEER OF RECORD
G:\83 MADERA\23 TAXILANES\BID SET\8323.03.COORD.DWG PLOTTED BY Kevin Currey 3/13/2025 11:37 AM 6125 KING ROAD, SUITE 201 ∙ LOOMIS, CALIFORNIA 95650 ∙ (916) 652-4725 GENERAL NOTES:
1. CONSTRUCTION OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CONTRACT
AGREEMENT, THESE PLANS, TECHNICAL SPECIFICATIONS, SPECIAL PROVISIONS,
INFORMATION FOR BIDDERS, AND ALL APPLICABLE FAA STANDARDS, MUNICIPAL STANDARDS, AND OTHER REFERENCED DOCUMENTS. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL SAFETY AND ENVIRONMENTAL REGULATIONS. THE
PROJECT IS SUBJECT TO INSPECTION OF THE OWNER AND THE RESIDENT PROJECTREPRESENTATIVE DESIGNATED BY THE OWNER, THE FEDERAL AVIATION ADMINISTRATION, AND ANY OTHER GOVERNING AGENCIES.
2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY STATE AND LOCAL PERMITS PRIOR TO CONSTRUCTION OF THIS PROJECT.
3. THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING A MINIMUM OF 72 HOURS IN ADVANCE TO OBTAIN CLEARANCE FOR WORK.
4. THE CONTRACTOR'S SUPERINTENDENT SHALL BE ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE THIS PROJECT IS IN PROGRESS. SUPERINTENDENT SHALLBE CONTRACTOR'S DESIGNATED RESPONSIBLE REPRESENTATIVE AND SHALL BE AVAILABLEIN CASE OF EMERGENCIES ON A 24-HOUR DAILY BASIS.
5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CLEANLINESS, SAFETY, AND SECURITY OF THE WORK, STAGING AND STORAGE AREAS AT ALL TIMES.
6. THESE PLANS SHOW ITEMS TO BE CONSTRUCTED UNDER THIS CONTRACT AND EXISTING FIELD CONDITIONS AT THE TIME THESE PLANS WERE PREPARED. THE EXISTINGINFORMATION SHOWN ON THESE PLANS IS FROM THE BEST SOURCES AVAILABLE AT THE TIME OF COMPILATION. ACTUAL FIELD CONDITIONS, GRADES, LOCATIONS AND OTHER FEATURES MAY DIFFER FROM CONDITIONS INDICATED ON THESE DOCUMENTS. THE
CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO SATISFY HIMSELF THAT THE INFORMATION IS STILL CURRENT AT THE TIME OF CONSTRUCTION NOTICE TO PROCEED.
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER OF ANY DISCREPANCIES OR CHANGES ENCOUNTERED.
7. ELECTRONIC FILES OF THESE PLANS MAY BE PROVIDED BY THE ENGINEER AS A CONVENIENCE TO THE CONTRACTOR. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLANS AND THE ELECTRONIC FILES, THE PLANS SHALL GOVERN. THE CONTRACTOR SHALLNOTIFY THE ENGINEER IF ANY DISCREPANCIES ARE ENCOUNTERED. EXISTING GRADES
SHOWN ARE LIMITED BY THE ACCURACY OF SURVEYING METHODS AND INTERPOLATION BETWEEN SURVEY POINTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT THEPROJECT TO THE PRINTED PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH SOUND CONSTRUCTION PRACTICES.
8. THE LOCATION OF EXISTING UNDERGROUND UTILITIES, SERVICE LATERALS AND CONDUIT ("UTILITIES") IS BASED ON THE BEST AVAILABLE INFORMATION TO THE ENGINEER AND SHALL BE ASSUMED AS APPROXIMATE AND REQUIRING FIELD VERIFICATION. CONTRACTOR
WILL BE RESPONSIBLE FOR LOCATING AND AVOIDING ALL UTILITIES AND FOR REPAIRING ALL DAMAGE THAT OCCURS TO DUE TO THE CONTRACTOR'S ACTIVITIES. CONTRACTOR
SHALL CONTACT UNDERGROUND SERVICE ALERT PRIOR TO CONSTRUCTION, AND SHALL
POTHOLE TO VERIFY LOCATION, DEPTH, AND SIZE OF UTILITIES WITHIN THE LIMITS OF CONSTRUCTION. NO EXTRA PAYMENT FOR POTHOLING.
9. EXERCISE EXTREME CARE WHEN USING ANY EQUIPMENT TO PREVENT CONTACT WITH ANY NEARBY POWER LINES AND POWER SOURCES. SAFE WORKING CLEARANCES SHALL CONFORM TO THE NATIONAL ELECTRIC CODE.
10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND RPR ON THE PRECISE
LOCATION AND LIMITS OF THE CONTRACTOR'S STAGING AND STORAGE AREA, AS WELL AS ANY SPECIAL REQUIREMENTS FOR FENCING, SECURITY OR ACCESS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO PROVIDE ALL UTILITIES AND HOOK-UPS NECESSARY FOR THE
CONTRACTOR'S USE AND FOR ALL PROJECT FIELD OFFICES AS REQUIRED IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL USE THE STAGING AND STORAGE AREA FOR SHOP,MATERIAL AND EQUIPMENT STORAGE, AND OTHER PROJECT-RELATED ACTIVITIESINCLUDING EMPLOYEE PARKING. ALL COSTS ASSOCIATED WITH PREPARATION AND CLEANUP OF THE STAGING AREA SHALL BE BORNE BY THE CONTRACTOR.
11. ANY AND ALL REQUIRED UTILITIES FOR THE CONTRACTOR'S OPERATIONS SHALL BE ARRANGED FOR AND PAID FOR BY THE CONTRACTOR AND PAID DIRECTLY TO THEAPPROPRIATE UTILITY. UTILITY ARRANGEMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER AND RPR.
12. THE CONTRACTOR SHALL NOT ENTER ONTO ANY AREA OUTSIDE OF THE CONSTRUCTION
LIMITS, STAGING AREA, OR DESIGNATED HAUL ROUTES WITHOUT APPROVAL OF THE OWNER AND RPR.
13. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE TRAFFIC REGULATIONS CONCERNING THE USE OF STREETS AND ROADWAYS FOR HAULING. ANY DAMAGE DONE TO
THE ROADWAYS DUE TO THE CONTRACTOR'S EQUIPMENT OR HAULING OPERATIONS SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AT NO COST TO THE OWNER.
14. NO MATERIAL SHALL BE WASTED OR STOCKPILED ON THE AIRPORT UNLESS APPROVED BY THE OWNER AND RPR. STOCKPILED MATERIAL SHALL MEET SWPPP REQUIREMENTS AND
SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT AS A RESULT OF AIRCRAFT OPERATIONS OR WIND AND IN ACCORDANCE WITH FAA ADVISORY CIRCULARS.
15. THE CONTRACTOR SHALL INVESTIGATE THE AVAILABILITY OF AN ADEQUATE SUPPLY OF
SUITABLE WATER AND PROVIDE NECESSARY FACILITIES TO FURNISH WATER FOR USE DURING CONSTRUCTION, SOLELY AT HIS EXPENSE. CONTRACTOR SHALL NOT DRAW WATERFROM ANY FIRE HYDRANT FOR USE ON THE WORK WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE CONTROLLING FIRE DEPARTMENT OR UTILITY.
16. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL FIRE HYDRANTS AND BACKFLOW PREVENTERS AT ALL TIMES.
17. ANY WASTE, CONSTRUCTION DEBRIS, OR SOIL MUST BE DISPOSED OF PROPERLY. DISPOSAL
OF MATERIAL OFF-SITE SHALL BE DONE IN A LAWFUL MANNER AND AT A SITE HAVING CURRENT APPROVAL TO ACCEPT SOLID WASTE. DISPOSAL SITE AND PROCEDURES MUST BE
IDENTIFIED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER AND RPR FOR APPROVAL PRIOR TO USE.
18. CONTRACTOR SHALL HAVE SPILL KITS AVAILABLE IN WORK AREAS AND SHALL CONTAIN ALL SPILLS IMMEDIATELY AND SHALL NOTIFY RPR. AT ANY SIGN OF CONTAMINATED SOIL, THE
CONTRACTOR SHALL NOTIFY RPR AND OWNER FOR ASSESSMENT OF APPROPRIATE REMEDIATION.
19. ANY SOLVENT USED TO CLEAN TOOLS, EQUIPMENT, OR SPILLS MAY BE CONSIDERED A HAZARDOUS WASTE AND MUST BE PROPERLY MANAGED. NO SOLVENTS, CLEANINGBY-PRODUCTS, WASTE, REFUSE, OR LEFTOVER PAINT MAY BE DISPOSED OF OR DISCHARGEDINTO STORM DRAINS, DRYWELLS, OR ANY GROUND SURFACE, OR OTHERWISE BEPERMITTED TO REMAIN ON AIRPORT PROPERTY. ALL SUCH MATERIAL SHALL BE REMOVED OFF-SITE BY CONTRACTOR IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS.
20. THE CONTRACTOR SHALL CONDUCT THE FINAL CLEANING OF AFFECTED AIRPORT PAVEMENTS PRIOR TO REOPENING THE PAVEMENTS TO AIR TRAFFIC. CONTRACTOR TOPROTECT ALL EXISTING UTILITY VAULTS AND LIDS DURING CONSTRUCTION. CONTRACTOR
SHALL ENSURE THAT ALL VAULT LIDS ARE OPERATIONAL FOLLOWING COMPLETION OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS DAILY CLEAN-UP OF THE WORK AREA. NO WIRE OR METAL BRISTLES ARE ALLOWED.
21. AT THE CONCLUSION OF ALL WORK, CONTRACTOR SHALL IMPLEMENT FINAL STABILIZATION
MEASURES AS REQUIRED BY THE SWPPP, SUCH THAT THE SWPPP CAN BE CLOSED OUT AFTER THE PROJECT IS COMPLETE.
22. THE CONTRACTOR SHALL COMPLETE CLEANUP AND RESTORATION OF THE ENTIRE PROJECT
AREA, INCLUDING STAGING AND STORAGE AREAS AND BATCH PLANTS PRIOR TO PROJECT FINAL ACCEPTANCE.
ABBREVIATIONS:AB AGGREGATE BASEABND ABANDONEDAC ASPHALT CONCRETEALT ALTERNATEAPPROX APPROXIMATEASB AGGREGATE SUBBASEAWG AMERICAN WIRE GAUGE
BNDY BOUNDARYBLD BUILDINGBM BENCH MARK
CBR CALIFORNIA BEARING RATIOCL OR ℄ CENTERLINECOMM COMMUNICATIONCOORD COORDINATECTAF COMMON TRAFFIC ADVISORY FREQUENCYCSPP CONSTRUCTION SAFETY & PHASING PLANCU YD OR CY CUBIC YARD
DIA DIAMETERDI DROP INLETDIP DUCTILE IRON PIPEE EASTEA EACHEG EXISTING GRADE (OR GROUND)EX, EXIST EXISTINGEXC EXCAVATIONFAA FEDERAL AVIATION ADMINISTRATIONFBO FIXED BASED OPERATORFG FINISHED GRADE (OR GROUND)FL FLOW LINEFT FEET
GAL GALLONGALV GALVANIZEDGB GRADE BREAKGND GROUND
HGR HANGARHORZ HORIZONTALINV INVERT
kV KILOVOLTkVA KILOVOLT AMPERE
L LENGTHLF LINEAR FEETLT LEFTMAX MAXIMUMMH MANHOLEMIN MINIMUM MON MONUMENTN NORTHNE NORTHEASTNIC NOT IN CONTRACTNo., # NUMBERNOTAM NOTICE TO AIR MISSIONSNTS NOT TO SCALENW NORTHWEST
OC ON CENTEROD OUTSIDE DIAMETER
PAPI PRECISION APPROACH PATH INDICATORPB PULL BOXPC POINT OF CURVATUREPCC PORTLAND CEMENT CONCRETEPI POINT OF INTERSECTIONPL PROPERTY LINEPT POINT OF TANGENCYPVI POINT OF VERTICAL INTERSECTIONPWR POWERR RADIUSRCP REINFORCED CONCRETE PIPERPR RESIDENT PROJECT REPRESENTATIVERT RIGHTRW RUNWAY
S SOUTH, OR SLOPESCH SCHEDULESD STORM DRAINSDR STANDARD DIMENSION RATIOSE SOUTHEASTSPEC SPECIFICATIONSSS SANITARY SEWERSTA STATIONSQ YD, SY SQUARE YARDSW SOUTHWESTSWPPP STORM WATER POLLUTION PREVENTION PLAN
TLN TAXILANETW TAXIWAYTYP TYPICAL
UG UNDERGROUND
VAR VARIES (OR VARIABLE)VC VERTICAL CURVEVOL VOLUME
W/ WITHW WEST, OR WIDTH, OR WATERWM WATER METERWV WATER VALVE
LI VI C
No. C 71139
Exp. 6-30-2025
TSI GE
R
RE
DE PROFESSIONAL ENGINEE
R
STATE OF CAL I FORN AI
LEM
SI SA S. BRANDLEY
BASE BID
ALTERNATE 1
ALTERNATE 2
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X
X
X
E
E
E E E E E E E E E
E
E
E E
IRR IRR IRR IRR IRR
IRR IRR IRR
TOFA TOFA TOFA TOFA TOFA TOFA TOFA
TOFA TOFA TOFA TOFA TOFA TOFA TOFA
SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS SS SS SS SS SS
C
E
C
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
W W
E E E E E E E E
E E E
E
E E
W
W H Y D WM
H D Y
SS SS
SS
E
C
E
C
H Y D
H Y D
X
X
X
E
OP OP
OP OP OP OP OP OP OP OP OP
OP
OP
OP
OP
X
X
X
X
EE
C
C
E E E
E
E
E
E
E
C
C C
C
E E
S
S
S
S
S
S
S
S
S
FUEL
FUEL
FUEL
E E
E
50'
25' 25'
30'
D
N10996.12E10922.71
SAW CUT
N10925.20E10922.71
SAW CUT
N10775.00E10932.00
SAW CUT
N10525.00E11595.00
SAW CUT
N10792.50E11483.50
SAW CUT
N10774.50E11348.00
SAW CUT EDGE
N10825.00E11398.00
SAW CUT
N10997.00E11375.00
SAW CUT
N11023.14E11390.80
SAW CUT
N11049.00E11398.00
SAW CUT
N11104.75E11398.00
SAW CUT
N11129.00E11387.00
SAW CUT
N11139.00E11361.00
SAW CUT
N11143.00E11361.00
SAW CUT
N11143.00E11448.00
SAW CUT
N10894.00E11481.25
SAW CUT
N10929.00E11481.25
SAW CUT
N10929.04E11570.10
SAW CUT
N10962.18E11569.98
SAW CUT N10970.70
E11488.25
SAW CUT
N10966.25E11488.25
SAW CUT
N10964.16E11519.18
SAW CUT
N10947.00E11348.00
SAW CUT
N10897.00E11398.00
SAW CUT
N10725.00E10932.00
SAW CUT LINE
BASE BID ONLY
N10625.00E10932.00
SAW CUT LINE - ALT 1
N10724.83E11351.00
SAW CUT LINE - BASE BID ONLY
N10624.86E11351.00
SAW CUT LINE - ALT 1
N10525.00E10932.00
SAW CUT LINE - ALT 2
N10524.86E11351.00
SAW CUT LINE - ALT 2
N10616.89E11423.00
N10586.89E11423.00
N10589.50E11595.00
SAW CUT
N10589.50E11508.00
SAW CUT
N10525.00E11483.50
SAW CUT
N10618.00E11508.00
SAW CUT
N10697.50E11483.50
SAW CUT
N10737.50E11483.50
SAW CUT
EX DI C4
GRT: 252.59
INV: 249.17
EX DI C3
GRT: 252.52
INV: 248.87
EX DI C5
GRT: 252.27
INV: 249.64
EX DI C1
GRT: 252.23
INV: 248.24
EX DI C2
GRT: 252.03
INV: 248.48
EX DI J5a
GRT: 251.89
INV: 245.11
EX DI A1
GRT: 251.44
INV: 245.84
EX DI R2
GRT: 251.23
INV: 245.93
EX DI R1
GRT: 250.80
INV: 243.86
EX DI A2
GRT: 250.64
INV: 246.14
EX DI A3
GRT: 250.47
INV: 246.53
EX DI A4
GRT: 250.42
INV: 247.21
INV: ???
18" SD 24" SD 24" SD
18" SD
24" SD
48" SD
24" SD
24" SD
24" SD
18" SD 18" SD 18" SD
18" SD 18" SD
24" ABND
N10673.90E11528.69
X
X
X
X
X
X
HELO FUEL
C
EC
E
E
E C
EC E
C E
E E
C
S
S S
S S
S
S S
S
S
S
S S
S
S
S
FUEL
FUEL
FUEL
FUEL
E
OP
W
W
SS
X
TAXIWAY P
KDC
83.23 8323.04.Demo
1"=40'
DATEDRAWN
CHECKED
PROJECT No.
FILE
SCALE
No. REVISIONS BY APR DATE
SHEET No.
ENGINEER OF RECORD
G:\83 MADERA\23 TAXILANES\BID SET\8323.04.DEMO.DWG PLOTTED BY Kevin Currey 3/13/2025 11:37 AM 6125 KING ROAD, SUITE 201 ∙ LOOMIS, CALIFORNIA 95650 ∙ (916) 652-4725 4 OF 10
3/13/2025
REHABILITATE APRON A2 & HANGAR TAXILANES
DEMOLITION PLAN
MADERA MUNICIPAL AIRPORT
MADERA CALIFORNIA
MSB
10 0 5 10
SCALE: 1"=10'
GRID NORTH
LOCATION MAP
THIS SHEET
N
NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING AC AND REMOVE/REGRADE EXISTING AB TO DEPTH OF 4" BELOW DESIGNED FINISHED GRADE SURFACE. EXISTING AC PAVEMENT SHALL BE SAW CUT AT MATCH LINES. GRINDINGS FROM PAVEMENTREMOVAL SHALL BE STOCKPILED FOR USE AS RECYCLED AGGREGATE SUBBASE (P-207) SHOULD ANY BE REQUIRED FOR SUBGRADE STABILIZATION. SEE SHEET 6 - TYPICAL SECTIONS. ANY UNUSED MATERIALS SHALL BE HAULED OFF AND DISPOSED OFF-SITE.
2. ACCESS TO HANGARS 3, 4, AND 8 SHALL BE MAINTAINED THROUGHOUT THE PROJECT AS DESCRIBED ON SHEET 2 - CONSTRUCTION SAFETY & PHASING PLAN. A
TWO WEEK CLOSURE PERIOD FOR HANGAR ACCESS WILL BE SCHEDULED FOR FINAL AC REMOVAL, PREPARATION OF EXISTING AB, PRIME COAT, AND NEW AC PAVING.
3. FOR THE PORTION OF PAVEMENT IDENTIFIED ON THIS PLAN AS HAVING POROUS CONCRETE BASE COURSE, CONTRACTOR SHALL REMOVE THE EXISTING 3"± ACONLY, TAKING CARE NOT TO DAMAGE THE UNDERLYING CONCRETE MATERIAL. SEE DETAIL A2, SHEET
6. 4. PROTECT EDGES OF EXISTING CONCRETE APRONS FROM DAMAGE.
5. MARKINGS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY CONTRACTOR AND REPAINTED TO THE SAME LOCATION AND WIDTH AS DESCRIBEDON SHEET 7 - MARKING & GATE PLAN.
6. THE LOCATION OF EXISTING UNDERGROUND UTILITIES, SERVICE LATERALS, CONDUIT AND ELECTRICAL DUCTS ("UTILITIES") IS BASED ON THE BEST AVAILABLE INFORMATION TO THE ENGINEER AND SHALL BE ASSUMED AS APPROXIMATE ANDREQUIRING FIELD VERIFICATION. AS-BUILT PLANS AND LIMITED FIELDINVESTIGATIONS HAVE IDENTIFIED KNOWN EXISTING UTILITIES. CONTRACTOR WILLBE RESPONSIBLE FOR LOCATING AND AVOIDING ALL UTILITIES AND FOR REPAIRING
ALL DAMAGE THAT OCCURS TO DUE TO THE CONTRACTOR'S ACTIVITIES, UNLESS CALLED FOR REMOVAL/ABANDONMENT.CALL BEFORE YOU DIG. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT PRIOR TO CONSTRUCTION AT USANORTH811.ORG OR 811 / 800-642-2444.
CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION, DEPTH, AND SIZE OF UTILITIES WITHIN THE LIMITS OF CONSTRUCTION.
LEGEND
AIRPORT GRID COORDINATE
N9738.46E13727.35
REMOVE EX PAVEMENT
EXISTING BUILDING
EXISTING FENCEEXISTING ELECTRICAL DUCTEXISTING WATER LINEEXISTING SANITARY SEWEREXISTING OVERHEAD POWEREXISTING AC PAVEMENT TO REMAIN ALTERNATE 2
BASE BID
ALTERNATE 1
ALT 2
MAINTAIN ACCESS TO HANGARS 3 & 4 UNTIL FINAL AC REMOVAL. SEE NOTE 2 BASE BID ONLY: ACCESS SHALL BE 25' WIDE CENTERED ON HANGAR DOORS ALTERNATE 1: ACCESS SHALL BE 30' STRIP ALONG CONCRETE EDGE PORTION OF PAVEMENT TO REMAIN FOR HANGAR 8 ACCESS. SEE NOTE 2 REMOVE EX 3" AC ONLY - EX POROUS
CONCRETE BASE TO REMAIN
3"± AC OVER EXISTING POROUS CONCRETE BASE.
REMOVE AC ONLY. SEE NOTE 3
HANGAR 4 HANGAR 3 HANGAR 2 HANGAR 1
HANGAR 8 HANGAR 7 HANGAR 6
LI VI C
No. C 71139
Exp. 6-30-2025
TSI GE
R
RE
DE PROFESSIONAL ENGINEE
R
STATE OF CAL I FORN AI
LEM
SI SA S. BRANDLEY
TWY C
EXISTING AC PAVEMENT TO REMAIN
PROTECT GATE LOOP DUCT DURING DEMOLITION & PAVING
GATE LOOP TO BE REPLACED AFTER PAVING
SEE SHEETS
7-8
ALT
1 X X X X X X X X X X X X X
X
X
X
X
X
X X
E
E
E E E E E E E E E
E
E
E E
IRR IRR IRR IRR IRR
IRR IRR IRR
TOFA TOFA TOFA TOFA TOFA TOFA TOFA
TOFA TOFA TOFA TOFA TOFA TOFA TOFA
SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS SS SS SS SS SS C
E
C
W
W
W
W
W W W W W
W W W W W W W W W W W W W
W
W
W
W
W
SS
W
W
E E E E E E E E
E E E
E
E E
W
W H Y D WM
H D Y
SS SS
SS
E C
E
C
H Y D
H Y D
X X X
E
OP OP
OP OP OP OP OP OP OP OP OP
OP
OP
OP
OP
X
X
X
X
EE
C
C
E E E
E E
E
E
E
C
C C
C
E E
S
S
S S
S S
S
S
S
FUEL
FUEL
FUEL
E E
E
D 48" SD
24" SD
EX DI J5a
GRT: 251.89
INV: 245.11
EX DI R1
GRT: 250.80
INV: 243.86
EX DI A1
GRT: 251.44
INV: 245.84
EX DI A4
GRT: 250.42
INV: 247.21
EX DI C5
GRT: 252.27
INV: 249.64
EX DI C1
GRT: 252.23
INV: 248.24
18" SD 24" SD
252
252
252
251
251
252
253
253
253
253
253
251
251
1.68% 2.38%
0.76%
0.6%
0.8%
0.8%
1.6%
0.70% 0.18%
0.6%
VAR
1.0% 1.0%
1.0%
0.3% 1.1%
2.5% 1.9%
0.7% 0.6%
2.2% 2.0%
253
0.3%
0% 0.59%
252.20
0.34% 0.49% 0.36% 0.43% 0.66% 1.1%
VAR
1.7%
2.9%
0.9%
251
251
252
253
253
253
252.72
N10774.50
E10932.00
MATCH EX
252.67
N10749.50
E10932.00
MATCH EX
251.34
N10565.00
E11483.00
MATCH EX
251.77
N10525.00
E11483.50
MATCH EX
251.35
N10644.50
MATCH EX
251.47
N10616.89
251.46
N10749.50
E11483.00
MATCH EX
252.65
N10792.50
E11483.00
MATCH EX
252.94
N10804.77
E11393.92
MATCH EX
252.88
N10825.00
E11398.00
MATCH EX
253.04
N10897.00
E11398.00
MATCH EX
253.06
N10789.39
E11383.46
252.75 MATCH EX
E10959.70
MATCH EX
252.85
E11061.50
MATCH EX
252.91
E11348.00
MATCH EX
250.64
N10565.00
E11452.00
MATCH EX DI A2
252.59
N10962.00
E10966.00
MATCH EX DI C4
252.52
N10962.00
E11206.00
MATCH EX DI C3
253.26
E11059.82
MATCH EX
253.15
E11059.82
MATCH EX
252.90
E10960.20
MATCH EX
253.03
N10925.25
E10922.75
MATCH EX
253.25
N10996.00
E10922.75
MATCH EX
252.74
N10962.00
MATCH EX
253.43
E11326.00
MATCH EX
253.18
E11206.00
MATCH EX
253.27
N10997.00
E11375.00
MATCH EX
252.62
N11143.00
E11448.00
MATCH EX
252.21
N10930.00
E11481.25
MATCH EX
252.76
N10894.00
E11481.25
MATCH EX
252.75
E11473.00
252.89
E11206.00
MATCH EX
253.26
E10966.00
MATCH EX
252.03
N10962.00
E11452.00
MATCH EX DI C2
253.04
N10947.00
E11348.00
MATCH EX
253.08
E11326.00
MATCH EX
253.02
N10932.36
E11383.36
MATCH EX
???
E11423.00
MATCH EX
251.80
251.75
E11452.00
MATCH EX
252.39
N10724.50
E11351.00
MATCH EX
252.33
N10724.50
E10932.00
MATCH EX
251.79
N10525.00
E11351.00
MATCH EX
252.26
N10971.01
E11488.48
MATCH EX
253.38
N11023.37
E11390.93
MATCH EX
253.41
N11049.00
E11398.00
MATCH EX
253.25
N11104.98
E11398.14
253.22 MATCH EX
N11129.23
E11387.14
MATCH EX
253.15
N11143.00
E11361.00
MATCH EX
253.21
N11139.00
E11361.00
252.29
251.34
N10586.89
0.89%
VAR
0.70% 0.70%
0.42%
0.72%
VAR
0.63%
0.76%
0.51% 2.26%
VAR
251.14
251.14
VAR
0.8%
VAR VAR
VAR
24" SD
24" SD
EX DI R2
GRT: 251.23
INV: 245.93
0.8%
0% 0.58%
252.30
MATCH
EX SSMH
0.42%
EX DI A3
GRT: 250.47
INV: 246.53
25'
62'
WORK
AREA
BNDY
24" SD
24" ABDN
252.64
E11061.50
251.10
E11423.00
252.39
N10749.50
E11423.00
252.40
N10827.50
E11448.00
252.48
N10869.00
E11448.00
252.60
E10959.70
252.42
N10997.00
E11448.00
251.66
N10644.50
252.78
N10897.00
252.40
N10962.00
E11423.00
253.05 253.04
252.25
N10977.64
E11462.96
252.50
N10886.68
E11455.32
252.65
N10825.00
252.65
N10792.50
252.75
N10749.50
E11363.00
251.35
N10565.00
E11363.00
252.99
N11077.00
252.81
MATCH EX WVs
251.25
N10586.89 251.07
251.50
E11452.00
X
X
X
X
X
X
HELO FUEL
C
EC
E
E
E C
EC E
C E
E E
C
FUEL
FUEL
FUEL
FUEL
E
OP
W W
SS
X
KDC
83.23 8323.05.Grade-bb
1"=40'
DATE
DRAWN
CHECKED
PROJECT No.
FILE
SCALE No. REVISIONS BY APR DATE
SHEET No. ENGINEER OF RECORD
G:\83 MADERA\23 TAXILANES\BID SET\8323.05.GRADE-BB.DWG PLOTTED BY Kevin Currey 3/13/2025 11:37 AM 6125 KING ROAD, SUITE 201 ∙ LOOMIS, CALIFORNIA 95650 ∙ (916) 652-4725 5A OF 10
3/13/2025
REHABILITATE APRON A2 & HANGAR TAXILANES
GRADING PLAN - BASE BID ONLY
MADERA MUNICIPAL AIRPORT
MADERA CALIFORNIA
MSB
30 0 15 30
SCALE: 1"=30'GRID NORTH
LOCATION MAP
THIS SHEET
N
NOTES:
1. CONSTRUCTION OF THIS PROJECT WILL BE PERFORMED AS EITHER THE BASE BID ONLY, THE BASE BID AND ALTERNATE 1, OR THE BASE BID AND ALTERNATE 1 AND ALTERNATE 2. THE DIVISION OF EACH PORTION, AND WORK AREA BOUNDARIES AND BARRICADE PLACEMENT SHALL BE AS SHOWN ON SHEET 2 - CONSTRUCTION SAFETY & PHASING PLAN.
2. USE THIS SHEET ONLY IF THE BASE BID IS SELECTED.
FOR THE BASE BID AND ALTERNATE 1, SEE SHEET 5B
FOR THE BASE BID AND ALTERNATE 1 AND ALTERNATE 2, SEE SHEET 5C
3. CONTRACTOR SHALL REMOVE EXISTING AC AND REMOVE/REGRADE EXISTING AB TO DEPTH OF 4" BELOW DESIGNED FINISHED GRADE SURFACE. EXISTING AC PAVEMENT SHALL BE SAW CUT AT MATCH LINES. SEE SHEET 4 - DEMOLITION PLAN.
GRINDINGS FROM PAVEMENT REMOVAL SHALL BE STOCKPILED FOR USE AS RECYCLED AGGREGATE SUBBASE (P-207) SHOULD ANY BE REQUIRED FOR SUBGRADE STABILIZATION. SEE SHEET 6 - TYPICAL SECTIONS. ANY UNUSED MATERIALS SHALL BE HAULED OFF AND DISPOSED OFF-SITE.
4. AFTER REMOVAL OF EXISTING PAVEMENT, EXISTING BASE COURSE SHALL BE SCARIFIED 6", NEW IMPORTED AGGREGATE BASE SHALL BE PLACED AS NEEDED, GRADED, AND COMPACTED TO 4" BELOW THE DESIGN FINISHED GRADE. THE
ANTICIPATED VOLUME OF IMPORTED AGGREGATE BASE MATERIAL NEEDED FOR THE BASE BID ONLY IS 20 CU YDS.
5. A PESTICIDE CONTAMINATED DITCH PREVIOUSLY EXISTED ALONG THE ALIGNMENT SHOWN ON THIS PLAN. THE MITIGATION FOR THIS CONDITION IS
COMPLETED AND CONSISTED OF CLEANING THE DITCH FILLING THE DITCH WITH
COMPACTED SOIL, PLACING A PLASTIC SHEET OVER THE AREA AND THEN PLACING APPROXIMATELY 18 INCHES OF COMPACTED FILL ON TOP OF THE PLASTIC SHEET.
CURRENT DEPTH IS ESTIMATED TO BE 24" BELOW EXISTING GRADE. THE CONTRACTOR SHALL PROTECT THE PLASTIC SHEET FROM DAMAGE. IF THE
PLASTIC SHEET IS DAMAGED IT SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER AT CONTRACTORS EXPENSE.
THE LOCATION AND EXTENTS OF THE CONTAMINATED MATERIAL MITIGATION
AREA IS BASED ON THE BEST AVAILABLE INFORMATION TO THE ENGINEER, AND SHALL BE ASSUMED AS APPROXIMATE AND REQUIRING FIELD VERIFICATION.
CONTRACTOR SHALL POTHOLE TO DETERMINE PRESENCE AND DEPTH OF PLASTIC BARRIER BEFORE EXCAVATING IN VICINITY OF MITIGATION AREA.
6. THE LOCATION OF EXISTING UNDERGROUND UTILITIES, SERVICE LATERALS, CONDUIT AND ELECTRICAL DUCTS ("UTILITIES") IS BASED ON THE BEST AVAILABLE
INFORMATION TO THE ENGINEER AND SHALL BE ASSUMED AS APPROXIMATE AND REQUIRING FIELD VERIFICATION. AS-BUILT PLANS AND LIMITED FIELD INVESTIGATIONS HAVE IDENTIFIED KNOWN EXISTING UTILITIES. CONTRACTOR
WILL BE RESPONSIBLE FOR LOCATING AND AVOIDING ALL UTILITIES AND FOR
REPAIRING ALL DAMAGE THAT OCCURS TO DUE TO THE CONTRACTOR'S ACTIVITIES, UNLESS CALLED FOR REMOVAL/ABANDONMENT.
CALL BEFORE YOU DIG. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT PRIOR TO CONSTRUCTION AT USANORTH811.ORG OR 811 / 800-642-2444.
CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION, DEPTH, AND SIZE OF UTILITIES WITHIN THE LIMITS OF CONSTRUCTION.
BASE BID
LI VI C
No. C 71139
Exp. 6-30-2025
TSI GER
RE
DE
PROFESSIONAL ENGINEER
STATE
OF
CAL I FORN AI
LEM SI SA
S. BRANDLEY
TWY C
TAXIWAY P
ALTERNATE 2
SEE SHEET 5C
ALTERNATE 1
SEE SHEET 5B
ALT 2
SEE SHEET 5C
LEGEND
AIRPORT GRID COORDINATE
N9738.46
E13727.35
252.00
252.00
FINISHED GRADE ELEVATION
EXISTING GRADE ELEVATION
GRADE BREAK LINE
PAVEMENT RECONSTRUCTION
CENTERLINE
EXISTING AC PAVEMENT
EXISTING BUILDING
EXISTING FENCE
EXISTING ELECTRICAL DUCT
EXISTING WATER LINE
EXISTING SANITARY SEWER
EXISTING OVERHEAD POWER
CONTAMINATION MITIGATION AREA
RECONSTRUCT W/ AC ONLY - EX POROUS
CONCRETE BASE TO REMAIN
EXISTING PCC PAVEMENT
ALT 1
SEE SHEET 5B
X X X X X X X X X X X X X
X
X
X
X
X
X X
E
E
E E E E E E E E E
E
E
E E
IRR IRR IRR IRR IRR
IRR IRR IRR
TOFA TOFA TOFA TOFA TOFA TOFA TOFA
TOFA TOFA TOFA TOFA TOFA TOFA TOFA
SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS SS SS SS SS SS C
E
C
W
W
W
W
W W W W W
W W W W W W W W W W W W W
W
W
W
W
W
SS
W
W
E E E E E E E E
E E E
E
E E
W
W H Y D WM
H D Y
SS SS
SS
E C
E
C
H Y D
H Y D
X X X
E
OP OP
OP OP OP OP OP OP OP OP OP
OP
OP
OP
OP
X
X
X
X
EE
C
C
E E E
E E
E
E
E
C
C C
C
E E
S
S
S S
S S
S
S
S
FUEL
FUEL
FUEL
E E
E
D
EX DI J5a
GRT: 251.89
INV: 245.11
INV: 243.86
INV: 245.84
EX DI A4
GRT: 250.42
INV: 247.21
EX DI C5
GRT: 252.27
INV: 249.64
EX DI C1
GRT: 252.23
INV: 248.24
252
252
252
251
251
252
253
253
253
253
251
251
251.93
E10959.70
252.72
N10774.50
E10932.00
MATCH EX
252.67
N10749.50
E10932.00
MATCH EX
251.63
N10625.00
E10932.00
MATCH EX
252.64
E11061.50
252.75
N10749.50
E11363.00
251.35
E11363.00
251.10
E11423.00
251.51
N10589.50
E11508.00
MATCH EX
251.46
N10749.50
E11483.00
MATCH EX
252.65
N10792.50
E11483.00
MATCH EX
251.15
E11130.19
MATCH EX
252.39
N10749.50
E11423.00
252.40
N10827.50
E11448.00
252.48
N10869.00
E11448.00
252.94
N10804.77
E11393.92
MATCH EX
252.88
N10825.00
E11398.00
MATCH EX
253.04
N10897.00
E11398.00
MATCH EX
253.06
N10789.39
E11383.46
252.75 MATCH EX
E10959.70
MATCH EX
252.85
E11061.50
MATCH EX
???
E11348.00
MATCH EX
253
252.60
E10959.70
251.45
E11028.39
MATCH EX
251.76
E10959.71
MATCH EX
250.64
N10565.00
E11452.00
MATCH EX DI A2
252.59
N10962.00
E10966.00
MATCH EX DI C4
252.52
N10962.00
E11206.00
MATCH EX DI C3
253.26
E11059.82
MATCH EX
253.15
E11059.82
MATCH EX
252.90
E10960.20
MATCH EX
253.03
N10925.25
E10922.75
MATCH EX
253.25
N10996.00
E10922.75
MATCH EX
???
N10962.00
MATCH EX
253.43
E11326.00
MATCH EX
253.18
E11206.00
MATCH EX
252.45
N11000.00
E11448.00
251.66
N10644.50
252.40
N10962.00
E11423.00
252.21
N10930.00
E11481.25
MATCH EX
252.76
N10894.00
E11481.25
MATCH EX
252.75
E11473.00
252.30
MATCH
EX SSMH
252.20
252.26
N10971.00
E11488.50
MATCH EX
252.89
E11206.00
MATCH EX
253.05
253.26
E10966.00
MATCH EX
252.26
N10975.67
E11467.24
252.03
N10962.00
E11452.00
MATCH EX DI C2
252.50
N10886.68
E11455.32
253.04
N10947.00
E11348.00
MATCH EX
???
E11326.00
MATCH EX
253.02
N10932.36
E11383.36
MATCH EX
252.65
N10825.00
252.65
N10792.50
???
E11423.00
MATCH EX
251.80 251.75
E11452.00
MATCH EX
251.20
E11228.24
MATCH EX
251.78
N10650.00
E10932.00
MATCH EX
251.69
E11014.60
251.47
E11116.40
251.52
E11255.30 251.99
251.61
N10625.00
E11351.00
MATCH EX
251.19
N10565.00
E11351.00
MATCH EX
251
251
252
252
253
253
253
253
252.29
252.78
N10897.00
251.07
251.50
E11452.00
1.18%
1.03%
0.84%
0.80%
1.68% 2.38%
1.06%
0.76%
0.68% 0.6%
0.8%0.8%
1.6%
0.70% 0.70% 0.18%
0.6%
VAR
1.0% 1.0%
1.0%
0.3% 1.1%
2.5% 1.9%
0.7% 0.6%
2.2% 2.0%
0.3%
VAR
VAR
0.0% 0.59%
0.34% 0.49% 0.36% 0.43% 0.66% 1.1%
VAR
1.7%
2.9%
0.9%
1.11%
0.88%
0.83%
0.76%
0.42%
0.72%
0.89%
VAR
0.63%
VAR
0.76%
0.5%
0.70%
2.26%
251.25
N10586.89
251.79
N10525.00
E11351.00
MATCH EX
VAR
253.04
251.14
251.14
EX DI R2
GRT: 251.23
INV: 245.93
EX DI A3
GRT: 250.47
INV: 246.53
251.35
251.47
251.43
N10589.50
E11595.00
MATCH EX
251.95
N10525.00
E11595.00
MATCH EX
251.77
E11483.50
MATCH EX
0.3%
1.0%
1.2%
251.35
251.38
N10618.00
E11508.00
MATCH EX
250.80
N10673.90
E11528.69
MATCH EX DI R1
251.44
N10565.00
E11567.19
MATCH EX DI A1
251.58
N10565.00
251.61
1.01%
251
1.05%
48" SD
24" SD
18" SD 24" SD
24" SD
24" SD
24" SD
24" ABDN
0.4%
0.70%
0.33%
251.34
0.4%
0.5%
0.7%
0.5%
1.5%
1.1%
251.58
N10577.50
251.56
VAR
X
X
X
X
X
X
HELO FUEL
C
EC
E
E
E C
EC E
C E
E E
C
FUEL
FUEL
FUEL
FUEL
E
OP
W W
SS
X
KDC
83.23 8323.05b.Grade-Alt1
1"=40'
DATE
DRAWN
CHECKED
PROJECT No.
FILE
SCALE No. REVISIONS BY APR DATE
SHEET No. ENGINEER OF RECORD
G:\83 MADERA\23 TAXILANES\BID SET\8323.05B.GRADE-ALT1.DWG PLOTTED BY Kevin Currey 3/13/2025 11:37 AM 6125 KING ROAD, SUITE 201 ∙ LOOMIS, CALIFORNIA 95650 ∙ (916) 652-4725 5B OF 10
3/13/2025
REHABILITATE APRON A2 & HANGAR TAXILANES
GRADING PLAN - BASE BID + ALTERNATE 1
MADERA MUNICIPAL AIRPORT
MADERA CALIFORNIA
MSB
30 0 15 30
SCALE: 1"=30'GRID NORTH
LOCATION MAP
THIS SHEET
N
BASE BID + ALTERNATE 1
LI VI C
No. C 71139
Exp. 6-30-2025
TSI GER
RE
DE
PROFESSIONAL ENGINEER
STATE
OF
CAL I FORN AI
LEM SI SA
S. BRANDLEY
NOTES:
1. CONSTRUCTION OF THIS PROJECT WILL BE PERFORMED AS EITHER THE BASE BID ONLY, THE BASE BID AND ALTERNATE 1, OR THE BASE BID AND ALTERNATE 1 AND ALTERNATE 2. THE DIVISION OF EACH PORTION, AND WORK AREA BOUNDARIES AND BARRICADE PLACEMENT SHALL BE AS SHOWN ON SHEET 2 - CONSTRUCTION SAFETY & PHASING PLAN.
2. USE THIS SHEET ONLY IF THE BASE BID AND ALTERNATE 1 IS SELECTED.
FOR THE BASE BID ONLY, SEE SHEET 5A
FOR THE BASE BID AND ALTERNATE 1 AND ALTERNATE 2, SEE SHEET 5C
3. CONTRACTOR SHALL REMOVE EXISTING AC AND REMOVE/REGRADE EXISTING AB TO DEPTH OF 4" BELOW DESIGNED FINISHED GRADE SURFACE. EXISTING AC PAVEMENT SHALL BE SAW CUT AT MATCH LINES. SEE SHEET 4 - DEMOLITION PLAN.
GRINDINGS FROM PAVEMENT REMOVAL SHALL BE STOCKPILED FOR USE AS RECYCLED AGGREGATE SUBBASE (P-207) SHOULD ANY BE REQUIRED FOR SUBGRADE STABILIZATION. SEE SHEET 6 - TYPICAL SECTIONS. ANY UNUSED MATERIALS SHALL BE HAULED OFF AND DISPOSED OFF-SITE.
4. AFTER REMOVAL OF EXISTING PAVEMENT, EXISTING BASE COURSE SHALL BE SCARIFIED 6", NEW IMPORTED AGGREGATE BASE SHALL BE PLACED AS NEEDED, GRADED, AND COMPACTED TO 4" BELOW THE DESIGN FINISHED GRADE. THE
ANTICIPATED VOLUME OF IMPORTED AGGREGATE BASE MATERIAL NEEDED FOR THE BASE BID AND ALTERNATE 1 IS 80 CU YDS.
5. A PESTICIDE CONTAMINATED DITCH PREVIOUSLY EXISTED ALONG THE ALIGNMENT SHOWN ON THIS PLAN. THE MITIGATION FOR THIS CONDITION IS
COMPLETED AND CONSISTED OF CLEANING THE DITCH FILLING THE DITCH WITH
COMPACTED SOIL, PLACING A PLASTIC SHEET OVER THE AREA AND THEN PLACING APPROXIMATELY 18 INCHES OF COMPACTED FILL ON TOP OF THE PLASTIC SHEET.
CURRENT DEPTH IS ESTIMATED TO BE 24" BELOW EXISTING GRADE. THE CONTRACTOR SHALL PROTECT THE PLASTIC SHEET FROM DAMAGE. IF THE
PLASTIC SHEET IS DAMAGED IT SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER AT CONTRACTORS EXPENSE.
THE LOCATION AND EXTENTS OF THE CONTAMINATED MATERIAL MITIGATION
AREA IS BASED ON THE BEST AVAILABLE INFORMATION TO THE ENGINEER, AND SHALL BE ASSUMED AS APPROXIMATE AND REQUIRING FIELD VERIFICATION.
CONTRACTOR SHALL POTHOLE TO DETERMINE PRESENCE AND DEPTH OF PLASTIC BARRIER BEFORE EXCAVATING IN VICINITY OF MITIGATION AREA.
6. THE LOCATION OF EXISTING UNDERGROUND UTILITIES, SERVICE LATERALS, CONDUIT AND ELECTRICAL DUCTS ("UTILITIES") IS BASED ON THE BEST AVAILABLE
INFORMATION TO THE ENGINEER AND SHALL BE ASSUMED AS APPROXIMATE AND REQUIRING FIELD VERIFICATION. AS-BUILT PLANS AND LIMITED FIELD INVESTIGATIONS HAVE IDENTIFIED KNOWN EXISTING UTILITIES. CONTRACTOR
WILL BE RESPONSIBLE FOR LOCATING AND AVOIDING ALL UTILITIES AND FOR
REPAIRING ALL DAMAGE THAT OCCURS TO DUE TO THE CONTRACTOR'S ACTIVITIES, UNLESS CALLED FOR REMOVAL/ABANDONMENT.
CALL BEFORE YOU DIG. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT PRIOR TO CONSTRUCTION AT USANORTH811.ORG OR 811 / 800-642-2444.
CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION, DEPTH, AND SIZE OF UTILITIES WITHIN THE LIMITS OF CONSTRUCTION.
ALT 2
SEE SHEET 5C
ALTERNATE 2
SEE SHEET 5C
LEGEND
AIRPORT GRID COORDINATE
N9738.46
E13727.35
252.00
252.00
FINISHED GRADE ELEVATION
EXISTING GRADE ELEVATION
GRADE BREAK LINE
PAVEMENT RECONSTRUCTION
CENTERLINE
EXISTING AC PAVEMENT
EXISTING BUILDING
EXISTING FENCE
EXISTING ELECTRICAL DUCT
EXISTING WATER LINE
EXISTING SANITARY SEWER
EXISTING OVERHEAD POWER
CONTAMINATION MITIGATION AREA
RECONSTRUCT W/ AC ONLY - EX POROUS
CONCRETE BASE TO REMAIN
EXISTING PCC PAVEMENT
X X X X X X X X X X X X X
X
X
X
X
X
X X
E
E
E E E E E E E E E
E
E
E E
IRR IRR IRR IRR IRR
IRR IRR IRR
TOFA TOFA TOFA TOFA TOFA TOFA TOFA
TOFA TOFA TOFA TOFA TOFA TOFA TOFA
SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS SS SS SS SS SS C
E
C
W
W
W
W
W W W W W
W W W W W W W W W W W W W
W
W
W
W
W
SS
W
W
E E E E E E E E
E E E
E
E E
W
W H Y D WM
H D Y
SS SS
SS
E C
E
C
H Y D
H Y D
X X X
E
OP OP
OP OP OP OP OP OP OP OP OP
OP
OP
OP
OP
X
X
X
X
EE
C
C
E E E
E E
E
E
E
C
C C
C
E E
S
S
S S
S S
S
S
S
FUEL
FUEL
FUEL
E E
E
D 48" SD
24" SD
EX DI J5a
GRT: 251.89
INV: 245.11
INV: 243.86
INV: 245.84
EX DI A4
GRT: 250.42
INV: 247.21
EX DI C5
GRT: 252.27
INV: 249.64
EX DI C1
GRT: 252.23
INV: 248.24
18" SD 24" SD
252
251
252
252
252
251
251
252
253
253
253
253
253
253
253
253
252
251
251
250.91
E11061.50
251.35
E10959.70
252.72
N10774.50
E10932.00
MATCH EX
252.67
N10749.50
E10932.00
MATCH EX
251.16
N10565.00
E10932.00
MATCH EX
251.41
N10525.00
E10932.00
MATCH EX
252.64
E11061.50
252.75
N10749.50
E11363.00
251.35
E11363.00
251.10
E11423.00
251.46
N10749.50
E11483.00
MATCH EX
252.65
N10792.50
E11483.50
MATCH EX
251.56
E11163.30
MATCH EX
252.39
N10749.50
E11423.00
1.18%
1.03%
0.84%
0.80%
0.43% 1.68% 2.4%
1.06%
0.76%
0.68% 0.6%
0.8%0.8%
1.6%
0.70% 0.70% 0.18%
252.40
N10827.50
E11448.00
252.48
N10869.00
E11448.00
252.94
N10804.77
E11393.92
MATCH EX
252.88
N10825.00
E11398.00
MATCH EX
253.04
N10897.00
E11398.00
MATCH EX
253.06
N10789.39
E11383.46
MATCH EX
0.6%
VAR
1.0% 1.0%
1.0%
0.3% 1.1%
2.5% 1.9%
0.7% 0.6%
2.2% 2.0%
252.75
E10959.70
MATCH EX
252.85
E11061.50
MATCH EX
252.91
E11348.00
MATCH EX
253
252.60
E10959.70
0.3%
VAR
VAR
0.7%
251.30
E11061.50
MATCH EX
251.43
E10959.70
MATCH EX
250.47
N10565.00
E11163.30
MATCH EX DI A3
250.64
N10565.00
E11452.00
MATCH EX DI A2
252.59
N10962.00
E10966.00
MATCH EX DI C4
252.52
N10962.00
E11206.00
MATCH EX DI C3
253.26
E11059.82
MATCH EX
253.15
E11059.82
MATCH EX
252.90
E10960.20
MATCH EX
253.03
N10925.25
E10922.75
MATCH EX
253.25
N10996.00
E10922.75
MATCH EX
252.74
N10962.00
MATCH EX
253.43
E11326.00
MATCH EX
253.18
E11206.00
MATCH EX
253.27
N10997.00
E11375.00
MATCH EX
253.38
N11023.37
E11390.93
MATCH EX
253.41
N11049.00
E11398.00
MATCH EX
253.25
N11104.75
E11398.00
253.22 MATCH EX
N11129.00
E11387.00
MATCH EX
253.21
N11139.00
E11361.00
253.15
N11143.00
E11361.00
MATCH EX
252.62
N11143.00
E11448.00
MATCH EX
252.99
N11077.00
252.45
N11000.00
E11448.00
252.09
N10930.00
E11570.00
MATCH EX
252.65
N10962.50
E11570.00
MATCH EX
251.66
N10644.50
252.78
N10897.00
252.40
N10962.00
E11423.00
253.31
N11077.00
252.21
N10930.00
E11481.25
MATCH EX
252.76
N10894.00
E11481.25
MATCH EX
252.75
E11473.00
0.0% 0.59%
252.30
MATCH
EX SSMH
252.20
252.43
N10964.18
E11519.30
MATCH EX 252.29
N10966.25
E11488.25
MATCH EX
252.40
N10962.50
E11535.00
252.81
MATCH EX WV
252.89
E11206.00
MATCH EX
253.05 253.04
253.26
E10966.00
MATCH EX
0.34% 0.49% 0.36% 0.43% 0.66%
252.26
N10975.67
E11467.24
252.03
N10962.00
E11452.00
MATCH EX DI C2
252.50
N10886.68
E11455.32
253.04
N10947.00
E11348.00
MATCH EX
253.08
E11326.00
MATCH EX
253.02
N10932.36
E11383.36
MATCH EX
252.65
N10825.00
252.65
N10792.50
0.44%
251.81
E11363.00
MATCH EX
251.80
E11423.00
MATCH EX
251.75
E11452.00
MATCH EX
VAR
1.0%
2.7%
VAR
1.1%
VAR
1.7%
2.9%
0.9%
VAR
0.43%
VAR
251.25
N10586.89
0.5%
0.89%
252.30
E11519.00
0.42%
0.37%
0.72%
0.56%
0.36%
0.24% 0.42%
251
251
0.70%
0.63%
VAR
251.50
E11452.00
2.26% 0.76%
24" SD
251.07
VAR
251.14
251.14
0.5%
EX DI R2
GRT: 251.23
INV: 245.93
24" SD
24" SD
24" ABDN
1.01%
INV: 246.14
251.77
E11483.50
MATCH EX 251.95
N10525.00
E11595.00
MATCH EX
251.43
N10589.50
E11595.00
MATCH EX
251.58
N10565.00
251.44
N10565.00
E11567.19
MATCH EX DI A1
251.51
N10589.50
E11508.00
MATCH EX
251.35
251.47
251.35
251.61
0.70%
0.33% 251.38
N10618.00
E11508.00
MATCH EX
250.80
N10673.90
E11528.69
MATCH EX DI A1
1.0%
0.4% 0.7%
1.2%
0.42%
251.34
251.58
N10577.50
MATCH EX
1.5%
1.1%
1.1%
251.56
VAR
X
X
X
X
X
X
HELO FUEL
C
EC
E
E
E C
EC E
C E
E E
C
FUEL
FUEL
FUEL
FUEL
E
OP
W W
SS
X
KDC
83.23 8323.05c.Grade-Alt2
1"=40'
DATE
DRAWN
CHECKED
PROJECT No.
FILE
SCALE No. REVISIONS BY APR DATE
SHEET No. ENGINEER OF RECORD
G:\83 MADERA\23 TAXILANES\BID SET\8323.05C.GRADE-ALT2.DWG PLOTTED BY Kevin Currey 3/13/2025 11:37 AM 6125 KING ROAD, SUITE 201 ∙ LOOMIS, CALIFORNIA 95650 ∙ (916) 652-4725 5C OF 10
3/13/2025
REHABILITATE APRON A2 & HANGAR TAXILANES
GRADING PLAN - BASE BID + ALTERNATES 1 & 2
MADERA MUNICIPAL AIRPORT
MADERA CALIFORNIA
MSB
30 0 15 30
SCALE: 1"=30'GRID NORTH
LOCATION MAP
THIS SHEET
N
BASE BID + ALTERNATES 1 & 2
LI VI C
No. C 71139
Exp. 6-30-2025
TSI GER
RE
DE
PROFESSIONAL ENGINEER
STATE
OF
CAL I FORN AI
LEM SI SA
S. BRANDLEY
REPLACE EXISTING GATE LOOP
PROTECT GATE LOOP DUCT DURING PAVING
SEE SHEETS 7-8
NOTES:
1. CONSTRUCTION OF THIS PROJECT WILL BE PERFORMED AS EITHER THE BASE BID ONLY, THE BASE BID AND ALTERNATE 1, OR THE BASE BID AND ALTERNATE 1 AND ALTERNATE 2. THE DIVISION OF EACH PORTION, AND WORK AREA BOUNDARIES AND BARRICADE PLACEMENT SHALL BE AS SHOWN ON SHEET 2 - CONSTRUCTION SAFETY & PHASING PLAN.
2. USE THIS SHEET ONLY IF THE BASE BID AND ALTERNATE 1 AND ALTERNATE 2 IS SELECTED.
FOR THE BASE BID ONLY, SEE SHEET 5A
FOR THE BASE BID AND ALTERNATE 1, SEE SHEET 5B
3. CONTRACTOR SHALL REMOVE EXISTING AC AND REMOVE/REGRADE EXISTING AB TO DEPTH OF 4" BELOW DESIGNED FINISHED GRADE SURFACE. EXISTING AC PAVEMENT SHALL BE SAW CUT AT MATCH LINES. SEE SHEET 4 - DEMOLITION PLAN.
GRINDINGS FROM PAVEMENT REMOVAL SHALL BE STOCKPILED FOR USE AS RECYCLED AGGREGATE SUBBASE (P-207) SHOULD ANY BE REQUIRED FOR SUBGRADE STABILIZATION. SEE SHEET 6 - TYPICAL SECTIONS. ANY UNUSED MATERIALS SHALL BE HAULED OFF AND DISPOSED OFF-SITE.
4. AFTER REMOVAL OF EXISTING PAVEMENT, EXISTING BASE COURSE SHALL BE SCARIFIED 6", NEW IMPORTED AGGREGATE BASE SHALL BE PLACED AS NEEDED, GRADED, AND COMPACTED TO 4" BELOW THE DESIGN FINISHED GRADE. THE
ANTICIPATED VOLUME OF IMPORTED AGGREGATE BASE MATERIAL NEEDED FOR THE BASE BID AND ALTERNATE 1 AND ALTERNATE 2 IS 60 CU YDS.
5. A PESTICIDE CONTAMINATED DITCH PREVIOUSLY EXISTED ALONG THE ALIGNMENT SHOWN ON THIS PLAN. THE MITIGATION FOR THIS CONDITION IS
COMPLETED AND CONSISTED OF CLEANING THE DITCH FILLING THE DITCH WITH
COMPACTED SOIL, PLACING A PLASTIC SHEET OVER THE AREA AND THEN PLACING APPROXIMATELY 18 INCHES OF COMPACTED FILL ON TOP OF THE PLASTIC SHEET.
CURRENT DEPTH IS ESTIMATED TO BE 24" BELOW EXISTING GRADE. THE CONTRACTOR SHALL PROTECT THE PLASTIC SHEET FROM DAMAGE. IF THE
PLASTIC SHEET IS DAMAGED IT SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER AT CONTRACTORS EXPENSE.
THE LOCATION AND EXTENTS OF THE CONTAMINATED MATERIAL MITIGATION
AREA IS BASED ON THE BEST AVAILABLE INFORMATION TO THE ENGINEER, AND SHALL BE ASSUMED AS APPROXIMATE AND REQUIRING FIELD VERIFICATION.
CONTRACTOR SHALL POTHOLE TO DETERMINE PRESENCE AND DEPTH OF PLASTIC BARRIER BEFORE EXCAVATING IN VICINITY OF MITIGATION AREA.
6. THE LOCATION OF EXISTING UNDERGROUND UTILITIES, SERVICE LATERALS, CONDUIT AND ELECTRICAL DUCTS ("UTILITIES") IS BASED ON THE BEST AVAILABLE
INFORMATION TO THE ENGINEER AND SHALL BE ASSUMED AS APPROXIMATE AND REQUIRING FIELD VERIFICATION. AS-BUILT PLANS AND LIMITED FIELD INVESTIGATIONS HAVE IDENTIFIED KNOWN EXISTING UTILITIES. CONTRACTOR
WILL BE RESPONSIBLE FOR LOCATING AND AVOIDING ALL UTILITIES AND FOR
REPAIRING ALL DAMAGE THAT OCCURS TO DUE TO THE CONTRACTOR'S ACTIVITIES, UNLESS CALLED FOR REMOVAL/ABANDONMENT.
CALL BEFORE YOU DIG. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT PRIOR TO CONSTRUCTION AT USANORTH811.ORG OR 811 / 800-642-2444.
CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION, DEPTH, AND SIZE OF UTILITIES WITHIN THE LIMITS OF CONSTRUCTION.
LEGEND
AIRPORT GRID COORDINATE
N9738.46
E13727.35
252.00
252.00
FINISHED GRADE ELEVATION
EXISTING GRADE ELEVATION
GRADE BREAK LINE
PAVEMENT RECONSTRUCTION
CENTERLINE
EXISTING AC PAVEMENT
EXISTING BUILDING
EXISTING FENCE
EXISTING ELECTRICAL DUCT
EXISTING WATER LINE
EXISTING SANITARY SEWER
EXISTING OVERHEAD POWER
CONTAMINATION MITIGATION AREA
RECONSTRUCT W/ AC ONLY - EX POROUS
CONCRETE BASE TO REMAIN
EXISTING PCC PAVEMENT
X
X
IRR IRR
IRR
X OP
OP OP OP OP
OP
X
X
FUEL
FUEL
FUEL
D
INV: 246.14
APPLY TACK COAT
EXISTING BASE
EXISTING AC OR PCC
EXISTING PAVEMENT NEW PAVEMENT
NOTES:
1. CONTRACTOR SHALL PROTECT SAW CUT FACE FROM DAMAGE. DAMAGED AREAS SHALL BE SAW CUT MAINTAINING A CONTINUOUS STRAIGHT EDGE AT THE CONTRACTOR'S EXPENSE.
SAW CUT AND REMOVE EXISTING AC
50'
VAR
VAR
15' 35'
50'
VAR
KDC
83.23 8323.05c.Grade-Alt2
1"=xx'
DATE
DRAWN
CHECKED
PROJECT No.
FILE
SCALE No. REVISIONS BY APR DATE
SHEET No. ENGINEER OF RECORD
G:\83 MADERA\23 TAXILANES\BID SET\8323.05C.GRADE-ALT2.DWG PLOTTED BY Kevin Currey 3/13/2025 11:38 AM 6125 KING ROAD, SUITE 201 ∙ LOOMIS, CALIFORNIA 95650 ∙ (916) 652-4725 6 OF 10
3/13/2025
REHABILITATE APRON A2 & HANGAR TAXILANES
TYPICAL SECTIONS
MADERA MUNICIPAL AIRPORT
MADERA CALIFORNIA
MSB
LOCATION MAP
N
4" ASPHALT SURFACE COURSE (P-4XX )
EMULSIFIED ASPHALT TACK COAT (P-603)
EMULSIFIED ASPHALT PRIME COAT (P-602)
SCARIFY TOP 4" EX AB
ADD IMPORTED AB AS NEEDED (P-209)
REGRADE AND RECOMPACT AB
POROUS CONCRETE BASE SECTION A2 NTS
5% 1.5" TYP.
2' TYP
EDGE OF PAVEMENT A4 NTS
NEW AC PAVEMENT SECTION A1 NTS
FINISHED GRADE
EXISTING GRADE
NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING AC AND REMOVE/REGRADE EXISTING AB TO DEPTH OF 4" BELOW DESIGNED FINISHED GRADE SURFACE. EXISTING AC PAVEMENT SHALL BE SAW CUT AT MATCH LINES. SEE SHEET 4 - DEMOLITION PLAN.
GRINDINGS FROM PAVEMENT REMOVAL SHALL BE STOCKPILED FOR USE AS RECYCLED AGGREGATE SUBBASE (P-207) SHOULD ANY BE REQUIRED FOR SUBGRADE STABILIZATION. SEE SHEET 6 - TYPICAL SECTIONS. ANY UNUSED MATERIALS SHALL BE HAULED OFF AND DISPOSED OFF-SITE..
2. AFTER REMOVAL OF EXISTING PAVEMENT, ANY AREAS OF EXISTING BASE COURSE LOWER THAN 4" BELOW THE DESIGN FINISHED GRADE SHALL HAVE NEW IMPORTED
AGGREGATE BASE COURSE PLACED, SCARIFIED WITH EXISTING BASE COURSE, AND COMPACTED TO 4" BELOW FINISHED GRADE.
3. AS-BUILT PLANS INDICATE THERE IS APPROXIMATELY 9 INCHES OF EXISTING AGGREGATE BASE COURSE. THE TOP 6 INCHES SHALL BE SCARIFIED AND RECOMPACTED PER SPEC SECTION P-209. CARE SHALL BE TAKEN TO NOT CONTAMINATE OR SEGREGATE THE EXISTING AGGREGATE BASE COURSE.
4. A PESTICIDE CONTAMINATED DITCH PREVIOUSLY EXISTED ALONG THE ALIGNMENT SHOWN ON THIS PLAN. THE MITIGATION FOR THIS CONDITION CONSISTED OF
CLEANING THE DITCH, FILLING THE DITCH WITH COMPACTED SOIL, PLACING A PLASTIC SHEET OVER THE AREA AND THEN PLACING APPROXIMATELY 18 INCHES OF COMPACTED FILL ON TOP OF THE PLASTIC SHEET. CURRENT DEPTH IS ESTIMATED TO BE 24" BELOW EXISTING GRADE. THE CONTRACTOR SHALL PROTECT THE PLASTIC SHEET FROM DAMAGE. IF THE PLASTIC SHEET IS DAMAGED IT SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER AT CONTRACTORS EXPENSE.
THE LOCATION AND EXTENTS OF THE CONTAMINATED MATERIAL MITIGATION AREA IS
BASED ON THE BEST AVAILABLE INFORMATION TO THE ENGINEER, AND SHALL BE ASSUMED AS APPROXIMATE AND REQUIRING FIELD VERIFICATION. CONTRACTOR SHALL
POTHOLE TO DETERMINE PRESENCE AND DEPTH OF PLASTIC BARRIER BEFORE
EX BLD
EXCAVATING IN VICINITY OF MITIGATION AREA.
EDGE OF NEW ASPHALT EDGE OF PCC SURFACE COURSE
3/8"
AC-PCC JOINT A3 NTS
ASTM D6690 SEALANT1 1/8"
3/8"
1/2" BACKER ROD
NOTE:
PROTECT EX PCC AND NEW AC EDGES FROM DAMAGE
ANY CONCRETE SPALLS CAUSED BY CONTRACTOR'S
OPERATIONS SHALL BE REPAIRED WITH DELPATCH OR
APPROVED EQUAL ELASTOMERIC CONCRETE
ADDITIONAL AGGREGATE BASE COURSE
PLACE TO 4" BELOW FINISHED GRADE
SEE NOTE 2
TOP OF EXISTING AB
12-24"MUCK EXCAVATION (P-152)
REPLACE W/ COMPACTED ASB (P-207/P-154)
DEPTH AS DETERMINED BY RPR
PROTECT EXISTING PLASTIC CONTAMINATION BARRIER
SEE NOTE 4
SUBGRADE STABILIZATION A5 NTS
NOTE:
LOCATIONS AND EXTENTS OF POTENTIALLY
UNSTABLE SUBGRADE UNKNOWN. AREAS TO BE
STABILIZED, IF ANY, SHALL BE DESIGNATED BY
RPR AS WORK PROGRESSES. CONTRACTOR SHALL
PROOF ROLL SUBGRADE IN THE PRESENCE OF
THE RPR TO DETERMINE WHETHER ANY AREAS
REQUIRE SUBGRADE STABILIZATION.
4" ASPHALT SURFACE COURSE (P-401)
EMULSIFIED ASPHALT TACK COAT (P-603)
EMULSIFIED ASPHALT PRIME COAT (P-602)
8" IMPORTED AGGREGATE BASE COURSE (P-209)
-
A3 MATCH EX PCC
-
A1
EXISTING GRADE NEW PAVEMENT SECTION
FINISHED GRADE
TOP OF EXISTING AB
EXISTING PCC
REGRADE AND RECOMPACT EX AB
TO 4" BELOW FINISHED GRADE
-
A1 NEW PAVEMENT SECTION
EXISTING GRADE
FINISHED GRADE
TOP OF EXISTING AB -
A1 NEW PAVEMENT SECTION
-
A4 EDGE OF NEW AC
TYPICAL SECTION - APRON B-B NTS
TYPICAL SECTION - EAST-WEST TAXILANE C-C NTSTYPICAL SECTION - NORTH-SOUTH TAXILANE D-D NTS
FLOWLINE
B B
D D
C
C
ASPHALT SURFACE COURSE, DEPTH VARIES (4" TYP) (P-4XX )
EMULSIFIED ASPHALT TACK COAT (P-603)
EMULSIFIED ASPHALT PRIME COAT (P-602)
15"± EXISTING POROUS CONCRETE BASE COURSE TO REMAIN
-
A2 NEW PAVEMENT OVER EX
POROUS CONCRETE BASE
AC DEPTH VARIES TO MEET FINISHED GRADE, 4" TYP
LI VI C
No. C 71139
Exp. 6-30-2025
TSI GER
RE
DE
PROFESSIONAL ENGINEER
STATE
OF
CAL I FORN AI
LEM SI SA
S. BRANDLEY
X
X
X
X
X
X
HELO FUEL
FUEL
FUEL
FUEL
FUEL
R75'
R75'
R75'
R75'
R50'
R37'
R37'
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X
X
X
X
X
X
OP OP
OP OP OP OP OP OP OP OP OP
OP
OP
OP
OP
X
X
X
X
FUEL
FUEL
FUEL
N10500.00E11348.10
6" YELLOW TW CL
N10575.00E11423.00
6" YELLOW TW CL
N10935.00E11423.00
6" YELLOW TW CL
N10972.00E11386.006" YELLOW TW CL
N11009.00E11423.00
6" YELLOW TW CL
N11104.00E11423.006" YELLOW TW CL
N10972.00E10938.75
6" YELLOW TW CL
N10500.00E11498.106" YELLOW TW CL
N10578.00E11327.00
CENTER OF PARKING CIRCLE
6" YELLOW MARKING
RADIUS: 20' N10578.00
E11015.00
CENTER OF PARKING CIRCLE
6" YELLOW MARKING
RADIUS: 20'
N10526.00E10824.00
BEG REMARK DBL YELLOW
6" DASHED EDGE MARKING
N10922.00E10888.756" YELLOW TW CL
N10575.09E10889.00
6" YELLOW TW CL
N10500.10E10814.00
6" YELLOW TW CL
N10500.09E10964.00
6" YELLOW TW CL
R75'
R75'
R75'
R75'
R50'
R37'
R37'
N10526.00E11599.00
END REMARK DBL YELLOW
6" DASHED EDGE MARKING
X
KDC
83.23 8323.07.Mark
1"=40'
DATEDRAWN
CHECKED
PROJECT No.
FILE
SCALE
No. REVISIONS BY APR DATE
SHEET No.
ENGINEER OF RECORD
G:\83 MADERA\23 TAXILANES\BID SET\8323.07.MARK.DWG PLOTTED BY Kevin Currey 3/13/2025 11:38 AM 6125 KING ROAD, SUITE 201 ∙ LOOMIS, CALIFORNIA 95650 ∙ (916) 652-4725 7 OF 10
3/13/2025
LOCATION MAP
THIS SHEET
REHABILITATE APRON A2 & HANGAR TAXILANES
MARKING & GATE PLAN
MADERA MUNICIPAL AIRPORT
MADERA CALIFORNIA
MSB
40 0 20 40
SCALE: 1"=40'
N
GRID NORTH
TAXIWAY C TAXIWAY P
LEGEND
AIRPORT GRID COORDINATE
N9738.46E13727.35
NEW PAVEMENT
EXISTING BUILDING
EXISTING FENCEEXISTING PAVEMENT
NOTES:
1. ALL MARKING LAYOUTS SHALL BE VERIFIED WITH THE ENGINEER PRIOR TO PLACING ANY PAINT.
2. ALL AREAS TO RECEIVE REMARKING AND NEW MARKING SHALL BE SWEPT CLEAN BY CONTRACTOR PRIOR TO ANY APPLICATION OF PAINT.
3. ALL NEW MARKINGS SHALL CONSIST OF 2 COATS WATERBORNE PAINT.
A PERIOD OF 1 WEEK SHALL ELAPSE BETWEEN PLACEMENT OF SURFACE COURSE AND APPLICATION OF PAINT.
4. THE FINAL COAT OF PAINT WILL BE WITH RETROREFLECTIVE BEADS.
BLACK ENHANCEMENT MARKING (IF USED) DOES NOT RECEIVE BEADS.
5. ANY EXISTING MARKINGS OR PORTION OF MARKINGS THAT ARE MISPLACED SHALL BE REMOVED PRIOR TO REMARKING AND NEWMARKING OR REMARKING APPLIED AS SHOWN ON THE PLANS. PLACE SS1H TACK COAT ON ALL MARKING REMOVAL AREAS AFTER MARKING REMOVAL IS COMPLETE. SS1H TACK COAT COSTS ARE INCIDENTAL TOMARKING REMOVAL BID ITEMS.
BASE BID & ALTERNATE 2
ALTERNATE 2
BASE BID
LI VI C
No. C 71139
Exp. 6-30-2025
TSI GE
R
RE
DE PROFESSIONAL ENGINEE
R
STATE OF CAL I FORN AI
LEM
SI SA S. BRANDLEY
BASE BID
ALTERNATE 1
(NO MARKING)
ALTERNATE 2
REPLACE EX GATE LOOP
SEE DETAIL, SHEET
8 ALTERNATE 1
6" WIDE YELLOW TAXIWAY EDGE STRIPE
6" WIDE SPACE
6" WIDE YELLOW TAXIWAY EDGE STRIPE
EDGE OF TAXIWAY
BASIS OF CURVE AND
COORDINATE DATA 25' 15'
25' TO CL
TAXIWAY CENTERLINE
6" WIDE YELLOW TAXIWAY
CENTERLINE STRIPE
R=20'
KDC
83.23 8323.07.Mark
AS SHOWN
DATEDRAWN
CHECKED
PROJECT No.
FILE
SCALE
No. REVISIONS BY APR DATE
SHEET No.
ENGINEER OF RECORD
G:\83 MADERA\23 TAXILANES\BID SET\8323.07.MARK.DWG PLOTTED BY Kevin Currey 3/13/2025 11:38 AM 6125 KING ROAD, SUITE 201 ∙ LOOMIS, CALIFORNIA 95650 ∙ (916) 652-4725 8 OF 10
3/13/2025
REHABILITATE APRON A2 & HANGAR TAXILANES
MARKING & GATE DETAILS
MADERA MUNICIPAL AIRPORT
MADERA CALIFORNIA
MSB
TAXIWAY CENTERLINE STRIPE DETAIL
DASHED TAXIWAY EDGE STRIPE DETAIL
6" YELLOW STRIPE
DASHED TAXIWAY EDGE STRIPE DETAIL
LI VI C
No. C 71139
Exp. 6-30-2025
TSI GE
R
RE
DE PROFESSIONAL ENGINEE
R
STATE OF CAL I FORN AI
LEM
SI SA S. BRANDLEY
4'-0"
WIRE PLACEMENT
NO SCALE
1 1/2"
NO SCALE
DETECTOR LOOP DETAIL
EX CONDUIT
1 No. 14 AWG THHNSINGLE CONDUCTORCOPPER WIRE
LOOP LEADS
4'-0"
6'-0"
A
A
3/16"
3/16" 3/16"
GATE DETECTOR LOOP NOTES:
1. PAVEMENT LOOPS SHALL CONSIST OF NOT LESS THAN 4
TURNS OF #14 AWG. STRANDED CU. WIRE IN 3/16" WIDE
x 1 1/2" DEEP SAW CUTS.
2. INTERCEPT AND PROTECT EXISTING GATE LOOP CONDUIT,
PLACED 2"± BELOW GRADE.
3. LOOP LEADS MUST BE IN CONDUIT BETWEEN LOOP AND
AMPLIFIER. THEY MUST NOT SHARE CONDUIT WITH
OTHER WIRING OR LEADS FROM OTHER LOOPS. LOOP
LEADS TO HAVE (6) TWISTS PER FOOT MINIMUM.
4. SEAL WITH 3M LOOP EPOXY SEALANT, #62-5764-6320-9
OR APPROVED EQUAL.
5. REPAIR / REPLACEMENT OF EXISTING DETECTOR LOOPS
INCIDENTAL. NO EXTRA PAYMENT WILL BE MADE.
X
X
X
X
X
X X X X
X X X X X X X X X X
X
X X X X X X
X X X X
X X X X X X X X X X X X X X X X
X
X X X
X X X
X
HELO FUEL
X
X
X
FUEL
FUEL
FUEL
FUEL
X
X X
X
X
X
X
T16 T15 D2 D3
D1
D4
B15 B16
R1
R2 R4
R3
R5
B3
B4
B1
B2
SOIL CLASSIFICATION SYMBOLS
SANDSILTCLAYGRAVEL
BROWN SILTY FINE SAND TO VERY FIND SAND
(SILTY FINE - COMPACT)
B5
50/5"
50/8"
26 50/6"
102 (2)103 (7)
105 (5)106 (11)
BROWN SAND
(FINE TO COARSE - COMPACT)
123
4 62
(LIGHTLY COMPACTED)
(FINE TO MEDIUM - COMPACT)
BORE HOLE DESIGNATION
NO. OF BLOWS
PER FOOT
SAMPLE NO.
SOIL CLASSIFICATION
SOIL DENSITY &MOISTURE CONTENT
SOIL PROFILE LEGEND
R1
2.5" AC SURFACE
(HARD PAN)
0 10
DEPTH (FT.)
4862
5" AGGREGATE BASEMOIST SANDY CLAYEY SILT
R2
2.5" AC SURFACE
(HARD PAN)
4" AGGREGATE BASEMOIST SANDY CLAYEY SILT
R3
2.5" AC SURFACE
(HARD PAN)
5" AGGREGATE BASEMOIST SANDY CLAYEY SILT
R4
2.5" AC SURFACE
(HARD PAN)
MOIST SANDY CLAYEY SILT
R5
2.5" AC SURFACE
(HARD PAN)
HIGH MOISTURE SANDY CLAYEY
SILT
B15
120(7)112(6)
12 4
3 116(8)
(SILTY FINE)(SILTY FINE)
303726
BROWN SAND
(FINE TO COURSE)
5045 112(10)215050
(SILTY FINE)
504525
B16
103(14)105(10)
12 4
3 104(16)
(SILTY FINE)(SILTY FINE)
182517
BROWN SAND
(SILTY FINE)
50 108(4)504040284520
BROWN COMPACT
SANDY SILT (HARDPAN)
05 1015
DEPTH IN FEET
T15
2 DARK BROWN CLAYEY FIRM SAND4
50 111 (11)333521
115 (16)
BROWN SILTY FINE SAND
1 14
94 129 (11)
GRASS
3 122 (11) 5025
(SANDY CLAY)
T16
BROWN SANDY SILT
TAN SANDY SILT
1 124 (6) 5042
50 2 35 100 (15)3
504125
104 (19)
4 443525
90 (33) LIGHT BROWN SILTY VERY FINE SAND
051015
DEPTH IN FEET
APRON & TAXILANE:PAVEMENT SECTION
AC-3"AB-9"12" RECOMPACT
35K SINGLE50K DOUBLEPAVEMENT DESIGN STRENGTH
RUNWAY 12-30
TAXIWAY P
AVIATION DR
AVENUE 16
A
E
D
C
B
KDC
83.23 8323.9.Soils
AS SHOWN
DATEDRAWN
CHECKED
PROJECT No.
FILE
SCALE
No. REVISIONS BY APR DATE
SHEET No.
ENGINEER OF RECORD
G:\83 MADERA\23 TAXILANES\BID SET\8323.9.SOILS.DWG PLOTTED BY Kevin Currey 3/13/2025 11:38 AM 6125 KING ROAD, SUITE 201 ∙ LOOMIS, CALIFORNIA 95650 ∙ (916) 652-4725 9 OF 10
3/13/2025
REHABILITATE APRON A2 & HANGAR TAXILANES
SOIL BORING LOGS
MADERA MUNICIPAL AIRPORT
MADERA CALIFORNIA
MSB
SOIL PROFILE
TEST HOLES B15, B16, T15, T16
SOIL PROFILE
TEST HOLES R1-R5
LI VI C
No. C 71139
Exp. 6-30-2025
TSI GE
R
RE
DE PROFESSIONAL ENGINEE
R
STATE OF CAL I FORN AI
LEM
SI SA S. BRANDLEY
AIRFIELD PCC PAVEMENTAIRFIELD AC PAVEMENT
LEGEND
KLEINFELDER APRIL 6, 1994 - PRELIMINARY SOIL AND GROUND WATER ASSESSMENTRWB JULY 26, 2010 - GA APRON EXPANSION & ACCESS TAXIWAY DEVELOPMENT GWT DEPTH 132' TO 140'
RWB SEPTEMBER 2014
D1-D4B10-B16T1-T23
TWINING LABORATORIES JANUARY 23, 1985 - CONTAMINATION ASSESSMENT B1-B4 GWT DEPTH 89' TO 95'
RWB 2012
R1-R10
200
0 100 200
SCALE: 1"=200'
GRID NORTH
70 7580859095
100
7580859095
100
SAND, POORLY GRADED
BECOMING MOIST
(GWL @ 95')
1-23-85
SAND, POORLY GRADED
(GWL @ 89')
1-23-85
05 1015
DEPTH IN FEET
D1
SILTY SAND (SM)SANDY SILT (ML)
2025303540455055606570
SANDY CLAY (CL)SANDY SILT (ML)SAND (SP)SILT (ML)
D2
SANDY CLAY (CL)
SANDY SILT (ML)SAND (SP)CLAYEY SILT (ML)SANDY SILT (ML) D3
SILTY SAND (SM)SANDY SILT (ML)SILTY SAND (SP)SANDY SILT (ML) D4
SILTY SAND (SM)SAND (SP)SILTY SAND (SM)CLAYEY SAND (SC)SILT (ML)SILTY SAND (SM) (HARDPAN @ 4'-6')
CLAYEY SAND (SC)
SILTY SAND (SM)
CLAYEY SAND (SC)SILTY SAND (SM)SILT (ML)SILTY SAND LAYERSANDY SILT (ML) 4550556065
0 5
1015
2025303540
DEPTH IN FEET
SAND (SP)CLAYEY SILT (OH)SAND (SP)SANDY SILT (ML)GRAVELSANDY SILT (ML)SILT LAYERSAND (SP)
CLAY (CH)SANDY SILT (ML)SILTY SAND (SP)SILTY SAND (SM)
SANDY SILT (ML)
SAND (SP)SILT (ML)SAND (SP)SANDY SILT (ML)SILTY SAND (SM)CLAYEY SAND (SC)
SILT LAYERSILTY SAND (SM)
SAND (SP)
SANDY SILT (ML)SANDY CLAY (CL)CLAY (CL)
SILT (ML)
SANDY SILT (ML)
SANDY SILT (ML)
707580859095
100105110115120125130135140
DEPTH IN FEET
70 DEPTH IN FEET
7580859095100105110115120125130135140
05 1015
DEPTH IN FEET
B1
2025303540455055606570
B2 B3 B4
455055606570
0 5
1015
2025303540
DEPTH IN FEET
SILT, SANDY; HARD, SLIGHTLY MOIST TO
MOIST, LOW TO NON-PLASTIC, MICAS,
OXIDES, SALT SEAMS, RED-BROWN (ML)
SAND, SILTY; DENSE, SLIGHTLY MOIST,
MEDIUM TO FINE GRAINED, MICAS,
TAN-BROWN (SM)
DECREASING SILT CONTENT
SAND, POORLY GRADED; MEDIUM
DENSE TO DENSE, SLIGHTLY MOIST,MEDIUM FINE TO FINE GRAINED,MICAS, TAN-BROWN (SP)INTERBEDDED SILTY SAND ZONES
SAND, POORLY GRADED
BECOMING DENSEINTERBEDDED SILT ZONES
SAND, POORLY GRADED
BECOMING DENSE TO VERY DENSEINCREASING SILT CONTENTINTERBEDDED SILTY SAND ZONES CLAY, SILTY; STIFF TO VERY STIFF,
SLIGHTLY MOIST, LOW TO MEDIUM
PLASTICITY, GRAY-GREEN (CL)
SAND, SILTY; MEDIUM DENSE TO
DENSE, SLIGHTLY MOIST, MEDIUM TOFINE GRAINED, MICAS, OXIDES,
TAN-RED-BROWN (SM)
SILTY CLAY ZONES
BECOMING FINE GRAINED
SAND, POORLY GRADED; MEDIUM
DENSE, SLIGHTLY MOIST, MEDIUM
COARSE TO FINE GRAINED, MICAS,
SLIGHT OXIDES, TAN-GRAY-WHITE (SP)
SILT, SANDY; STIFF TO VERY STIFF, SLIGHTLY
MOIST, LOW TO NO PLASTICITY, CLAY
ZONES, MICAS, TAN-GRAY-BROWN (ML)
SAND, SILTY; DENSE TO VERY DENSE,SLIGHTLY MOIST, MEDIUM TO FINE
GRAINED, MICAS, OXIDES,
TAN-RED-BROWN (SM)
SAND, POORLY GRADED; DENSE,SLIGHTLY MOIST, MEDIUM COARSE
TO MEDIUM FINE GRAINED, MICAS,TAN-BROWN (SP)
BECOMING DENSE TO VERY DENSE
SAND, POORLY GRADED
INTERBEDDED SILT ZONESBECOMING VERY DENSE,INCREASING SILT CONTENT
SAND, POORLY GRADED
BECOMING DENSE
2" LOOSE SAND AND SILT
SAND, POORLY GRADED; MEDIUM
DENSE, SLIGHTLY MOIST TO MOIST,MEDIUM TO MEDIUM FINE GRAINED,MICAS, OXIDES, RED-BROWN (SP)BECOMING BROWNBECOMING VERY DENSE SILT, SANDY; STIFF TO VERY STIFF,SLIGHTLY MOIST, LOW PLASTICITY,
OXIDES, GRAY-BROWN (ML)
KDC
83.23 8323.9.Soils
NONE
DATEDRAWN
CHECKED
PROJECT No.
FILE
SCALE
No. REVISIONS BY APR DATE
SHEET No.
ENGINEER OF RECORD
G:\83 MADERA\23 TAXILANES\BID SET\8323.9.SOILS.DWG PLOTTED BY Kevin Currey 3/13/2025 11:38 AM 6125 KING ROAD, SUITE 201 ∙ LOOMIS, CALIFORNIA 95650 ∙ (916) 652-4725 10 OF 10
3/13/2025
REHABILITATE APRON A2 & HANGAR TAXILANES
SOIL BORING LOGS
MADERA MUNICIPAL AIRPORT
MADERA CALIFORNIA
MSB
LI VI C
No. C 71139
Exp. 6-30-2025
TSI GE
R
RE
DE PROFESSIONAL ENGINEE
R
STATE OF CAL I FORN AI
LEM
SI SA S. BRANDLEY
Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
Division III Federal Provisions – Part C CP-1
Division III – Federal Provisions
Part C - Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects
C1 ACCESS TO RECORDS AND REPORTS
2 CFR § 200.334
2 CFR § 200.337
FAA Order 5100.38
ACCESS TO RECORDS AND REPORTS
The Contractor must maintain an acceptable cost accounting system. The Contractor agrees to provide the Owner, the Federal Aviation Administration and the Comptroller General of the United States or any of their duly authorized representatives access to any books, documents, papers and records of the Contractor which are directly pertinent to the specific contract for the purpose of making audit, examination, excerpts and transcriptions. The Contractor agrees to maintain all books, records and reports required under this contract for a period of not less than three years after final payment is made and all pending matters are closed.
C2 AFFIRMATIVE ACTION REQUIREMENT
41 CFR Part 60-4
Executive Order 11246
NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO
ENSURE EQUAL EMPLOYMENT OPPORTUNITY
1. The Offeror’s or Bidder’s attention is called to the “Equal Opportunity Clause” and the “Standard Federal Equal Employment Opportunity Construction Contract Specifications” set forth herein.
2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor’s aggregate workforce in each trade on all construction work in the covered area, are as follows:
Timetables
Goals for minority participation for each trade: 24.6%
Goals for female participation in each trade: 6.9%
These goals are applicable to all of the Contractor’s construction work (whether or not it is Federal or federally assisted) performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such Exhibit *
Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
Division III Federal Provisions – Part C CP-2
geographical area where the work is actually performed. With regard to this second area, the Contractor also is subject to the goals for both its federally involved and nonfederally involved construction.
The Contractor’s compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a) and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor’s goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4.
Compliance with the goals will be measured against the total work hours performed.
3. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs (OFCCP) within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the subcontract is to be performed.
4. As used in this notice and in the contract resulting from this solicitation, the “covered area” is California, Madera County, Madera.
C3 BREACH OF CONTRACT TERMS
2 CFR Part 200, Appendix II(A)
BREACH OF CONTRACT TERMS
Any violation or breach of terms of this contract on the part of the Contractor or its subcontractors may result in the suspension or termination of this contract or such other action that may be necessary to enforce the rights of the parties of this agreement.
Owner will provide Contractor written notice that describes the nature of the breach and corrective actions the Contractor must undertake in order to avoid termination of the contract. Owner reserves the right to withhold payments to Contractor until such time the Contractor corrects the breach or the Owner elects to terminate the contract. The Owner’s notice will identify a specific date by which the Contractor must correct the breach. Owner may proceed with termination of the contract if the Contractor fails to correct the breach by the deadline indicated in the Owner’s notice.
The duties and obligations imposed by the Contract Documents and the rights and remedies available thereunder are in addition to, and not a limitation of, any duties, obligations, rights and remedies otherwise imposed or available by law.
Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
Division III Federal Provisions – Part C CP-3
C4 BUY AMERICAN PREFERENCE
Title 49 USC § 50101
Executive Order 14005, Ensuring the Future is Made in All of America by All of America’s Workers
FAA BUY AMERICAN PREFERENCE
The Contractor certifies that its bid/offer is in compliance with 49 USC § 50101, BABA and other related Made in America Laws,1 U.S. statutes, guidance, and FAA policies, which provide that Federal funds may not be obligated unless all iron, steel and manufactured goods used in AIP funded projects are produced in the United States, unless the Federal Aviation Administration 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.
The bidder or offeror must complete and submit the certification of compliance with FAA’s Buy American Preference, BABA and Made in America laws included herein with their bid or offer. The Airport Sponsor/Owner will reject as nonresponsive any bid or offer that does not include a completed certification of compliance with FAA’s Buy American Preference and BABA.
The bidder or offeror certifies that all constructions materials, defined to mean an article, material, or supply other than an item of primarily iron or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives that are or consist primarily of: non-ferrous metals; plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); glass (including optic glass); lumber; or drywall used in the project are manufactured in the U.S.
As a matter of bid responsiveness, the bidder or offeror must complete, sign, date, and submit this certification statement with its proposal. The bidder or offeror must indicate how it intends to comply with 49 USC § 50101, BABA and other related Made in America Laws, U.S. statutes, guidance, and FAA policies, by selecting one of the following certification statements. These statements are mutually exclusive. Bidder must select one or the other (i.e., not both) by inserting a checkmark (9) or the letter “X”.
Bidder or offeror hereby certifies that it will comply with 49 USC § 50101, BABA and other related U.S. statutes, guidance, and policies of the FAA by:
a) Only installing iron, steel and manufactured products produced in the United States; b) Only installing construction materials defined as: an article, material, or supply – other than an item of primarily iron or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or 1 Per Executive Order 14005 “Made in America Laws” means all statutes, regulations, rules, and Executive Orders relating to federal financial assistance awards or federal procurement, including those that refer to “Buy America” or “Buy American,” that require, or provide a preference for, the purchase or acquisition of goods, products, or materials produced in the United States, including iron, steel, and manufactured products offered in the United States.
Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
Division III Federal Provisions – Part C CP-4
additives that are or consist primarily of non-ferrous metals; plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); glass (including optic glass); lumber or drywall that have been manufactured in the United States.
c) Installing manufactured products for which the Federal Aviation Administration (FAA) has issued a waiver as indicated by inclusion on the current FAA Nationwide Buy American Waivers Issued listing; or
d) 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:
a) To provide to the Airport Sponsor or the FAA evidence that documents the source and origin of the iron, steel, and/or manufactured product. b) To faithfully comply with providing U.S. domestic products. c) To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. d) Certify that all construction materials used in the project are manufactured in the U.S. The bidder or offeror hereby certifies it cannot comply with the 100 percent Buy American Preferences of 49 USC § 50101(a) but may qualify for a Type 3 or Type 4 waiver under 49 USC § 50101(b). By selecting this certification statement, the apparent bidder or offeror with the apparent low bid agrees:
a) To the submit to the Airport Sponsor or FAA within 15 calendar days of being selected as the responsive bidder, a formal waiver request and required documentation that supports the type of waiver being requested.
b) That failure to submit the required documentation within the specified timeframe is cause for a non-responsive determination that may result in rejection of the proposal. c) To faithfully comply with providing U.S. domestic products at or above the approved U.S. domestic content percentage as approved by the FAA.
d) To furnish U.S. domestic product for any waiver request that the FAA rejects. e) To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified.
Required Documentation
Type 2 Waiver (Nonavailability) - The iron, steel, manufactured goods or construction materials or manufactured goods are not available in sufficient quantity or quality in the United States. The required documentation for the Nonavailability waiver is
a) Completed Content Percentage Worksheet and Final Assembly Questionnaire b) Record of thorough market research, consideration where appropriate of qualifying alternate items, products, or materials including;
c) A description of the market research activities and methods used to identify domestically manufactured items capable of satisfying the requirement, including the timing of the research and conclusions reached on the availability of sources.
Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
Division III Federal Provisions – Part C CP-5
Type 3 Waiver – The cost of components and subcomponents produced in the United States is more than 60 percent of the cost of all components and subcomponents of the “facility/project.” The required documentation for a Type 3 waiver is:
a) Completed Content Percentage Worksheet and Final Assembly Questionnaire including; b) Listing of all manufactured products that are not comprised of 100 percent U.S. 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). c) Cost of non-domestic components and subcomponents, excluding labor costs associated with final assembly and installation at project location.
d) Percentage of non-domestic component and subcomponent cost as compared to total “facility” component and subcomponent costs, excluding labor costs associated with final assembly and installation at project location.
Type 4 Waiver (Unreasonable Costs) - Applying this provision for iron, steel, manufactured goods or construction materials would increase the cost of the overall project by more than 25 percent. The required documentation for this waiver is:
a) A completed Content Percentage Worksheet and Final Assembly Questionnaire from b) At minimum two comparable equal bids and/or offers;
c) Receipt or record that demonstrates that supplier scouting called for in Executive Order 14005, indicates that no domestic source exists for the project and/or component; d) Completed waiver applications for each comparable bid and/or offer.
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.
Date Signature
Company Name Title
C5 CIVIL RIGHTS - GENERAL
49 USC § 47123
GENERAL CIVIL RIGHTS PROVISIONS
In all its activities within the scope of its airport program, the Contractor agrees to comply with pertinent statutes, Executive Orders, and such rules as identified in Title VI List of Pertinent Nondiscrimination Acts and Authoritiesto ensure that no person shall, on the grounds of race, color, national origin (including limited English proficiency), creed, sex (including sexual orientation and gender identity), age, or disability be excluded from participating in any activity conducted with or benefiting from Federal assistance.
This provision is in addition to that required by Title VI of the Civil Rights Act of 1964.
Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
Division III Federal Provisions – Part C CP-6
The above provision binds the Contractor and subcontractors from the bid solicitation period through the completion of the contract.
C6 CIVIL RIGHTS – TITLE VI ASSURANCE
49 USC § 47123
FAA Order 1400.11
Title VI Solicitation Notice:
The City of Madera, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 USC §§ 2000d to 2000d-4) and the Regulations, hereby notifies all bidders or offerors that it will affirmatively ensure that for any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and no businesses will be discriminated against on the grounds of race, color, national origin (including limited English proficiency), creed, sex (including sexual orientation and gender identity), age, or disability in consideration for an award.
Title VI List of Pertinent Nondiscrimination Acts and Authorities During the performance of this contract, the Contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the “Contractor”) agrees to comply with the following non-discrimination statutes and authorities; including but not limited to:
• Title VI of the Civil Rights Act of 1964 (42 USC § 2000d et seq., 78 stat. 252) (prohibits discrimination on the basis of race, color, national origin); • 49 CFR part 21 (Non-discrimination in Federally-Assisted programs of the Department of Transportation—Effectuation of Title VI of the Civil Rights Act of 1964); • The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 USC § 4601) (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); • Section 504 of the Rehabilitation Act of 1973 (29 USC § 794 et seq.), as amended (prohibits discrimination on the basis of disability); and 49 CFR part 27 (Nondiscrimination on the Basis of Disability in Programs or Activities Receiving Federal Financial Assistance); • The Age Discrimination Act of 1975, as amended (42 USC § 6101 et seq.) (prohibits discrimination on the basis of age);
• Airport and Airway Improvement Act of 1982 (49 USC § 47123), as amended (prohibits discrimination based on race, creed, color, national origin, or sex); • The Civil Rights Restoration Act of 1987 (PL 100-259) (broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, the Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms “programs or activities” to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not); • Titles II and III of the Americans with Disabilities Act of 1990 (42 USC § 12101, et seq) (prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities) as implemented by U.S. Department of Transportation regulations at 49 CFR parts 37 and 38; • The Federal Aviation Administration’s Nondiscrimination statute (49 USC § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
Division III Federal Provisions – Part C CP-7
• Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations (ensures nondiscrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations); • Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs [70 Fed.
Reg. 74087 (2005)];
• Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 USC § 1681, et seq).
Compliance with Nondiscrimination Requirements:
During the performance of this contract, the Contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the “Contractor”), agrees as follows:
1. Compliance with Regulations: The Contractor (hereinafter includes consultants) will comply with the Title VI List of Pertinent Nondiscrimination Acts and Authorities, as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract.
2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, national origin (including limited English proficiency), creed, sex (including sexual orientation and gender identity), age, or disability in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor will not participate directly or indirectly in the discrimination prohibited by the Nondiscrimination Acts and Authorities, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR part 21.
3. Solicitations for Subcontracts, including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding or negotiation made by the Contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the Contractor of the contractor’s obligations under this contract and the Nondiscrimination Acts and Authorities on the grounds of race, color, or national origin.
4. Information and Reports: The Contractor will provide all information and reports required by the Acts, the Regulations, and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Sponsor or the Federal Aviation Administration to be pertinent to ascertain compliance with such Nondiscrimination Acts and Authorities and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the Contractor will so certify to the Sponsor or the Federal Aviation Administration, as appropriate, and will set forth what efforts it has made to obtain the information.
5. Sanctions for Noncompliance: In the event of a Contractor’s noncompliance with the nondiscrimination provisions of this contract, the Sponsor will impose such contract sanctions as it or the Federal Aviation Administration may determine to be appropriate, including, but not limited to:
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a. Withholding payments to the Contractor under the contract until the Contractor complies; and/or
b. Cancelling, terminating, or suspending a contract, in whole or in part.
6. Incorporation of Provisions: The Contractor will include the provisions of paragraphs one through six in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts, the Regulations, and directives issued pursuant thereto. The Contractor will take action with respect to any subcontract or procurement as the Sponsor or the Federal Aviation Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the Contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the Contractor may request the Sponsor to enter into any litigation to protect the interests of the Sponsor. In addition, the Contractor may request the United States to enter into the litigation to protect the interests of the United States.
C7 CLEAN AIR AND WATER POLLUTION CONTROL
2 CFR Part 200, Appendix II(G)
42 USC § 7401, et seq
33 USC § 1251, et seq
CLEAN AIR AND WATER POLLUTION CONTROL
Contractor agrees to comply with all applicable standards, orders, and regulations issued pursuant to the Clean Air Act (42 USC §§ 7401-7671q) and the Federal Water Pollution Control Act as amended (33 USC §§ 1251-1387). The Contractor agrees to report any violation to the Owner immediately upon discovery.
The Owner assumes responsibility for notifying the Environmental Protection Agency (EPA) and the Federal Aviation Administration.
Contractor must include this requirement in all subcontracts that exceed $150,000.
C8 CONTRACT WORKHOURS AND SAFETY STANDARDS ACT
REQUIREMENTS
2 CFR Part 200, Appendix II(E)
2 CFR § 5.5(b)
40 USC § 3702
40 USC § 3704
CONTRACT WORKHOURS AND SAFETY STANDARDS ACT REQUIREMENTS
1. Overtime Requirements.
No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic, including watchmen and guards, in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
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than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek.
2. Violation; Liability for Unpaid Wages; Liquidated Damages.
In the event of any violation of the clause set forth in paragraph (1) of this clause, the Contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1) of this clause, in the sum of $29 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1) of this clause.
3. Withholding for Unpaid Wages and Liquidated Damages.
The Federal Aviation Administration (FAA) or the Owner shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2) of this clause.
4. Subcontractors.
The Contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs (1) through (4) and also a clause requiring the subcontractor to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1) through (4) of this clause.
C9 COPELAND “ANTI-KICKBACK” ACT
2 CFR Part 200, Appendix II(D)
29 CFR Parts 3 and 5
COPELAND “ANTI-KICKBACK” ACT
Contractor must comply with the requirements of the Copeland “Anti-Kickback” Act (18 USC 874 and 40 USC 3145), as supplemented by Department of Labor regulation 29 CFR part 3. Contractor and subcontractors are prohibited from inducing, by any means, any person employed on the project to give up any part of the compensation to which the employee is entitled. The Contractor and each Subcontractor must submit to the Owner, a weekly statement on the wages paid to each employee performing on covered work during the prior week. Owner must report any violations of the Act to the Federal Aviation Administration.
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C10 DAVIS-BACON REQUIREMENTS
2 CFR Part 200, Appendix II(D)
29 CFR Part 5
49 USC § 47112(b)
40 USC §§ 3141-3144, 3146, and 3147
DAVIS-BACON REQUIREMENTS
1. Minimum Wages.
(i) All laborers and mechanics employed or working upon the site of the work will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by the Secretary of Labor under the Copeland Act (29 CFR Part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalent thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the Contractor and such laborers and mechanics.
Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (1)(iv) of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR § 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, that the employer’s payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under (1)(ii) of this section) and the Davis-Bacon poster (WH1321) shall be posted at all times by the Contractor and its subcontractors at the site of the work in a prominent and accessible place where it can easily be seen by the workers. (ii)(A) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met:
(1) The work to be performed by the classification requested is not performed by a classification in the wage determination;
(2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination.
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(B) If the Contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (C) In the event the Contractor, the laborers, or mechanics to be employed in the classification, or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (D) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1)(ii) (B) or (C) of this paragraph, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof.
(iv) If the Contractor does not make payments to a trustee or other third person, the Contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, that the Secretary of Labor has found, upon the written request of the Contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the plan or program.
2. Withholding. The Federal Aviation Administration or the Sponsor shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the Contractor under this contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the Contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the Federal Aviation Administration may, after written notice to the Contractor, Sponsor, Applicant, or Owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased.
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3. Payrolls and Basic Records.
(i) Payrolls and basic records relating thereto shall be maintained by the Contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker; his or her correct classification; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in 1(b)(2)(B) of the Davis-Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the Contractor shall maintain records that show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual costs incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs.
(ii)(A) The Contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the Federal Aviation Administration if the agency is a party to the contract, but if the agency is not such a party, the Contractor will submit the payrolls to the applicant, Sponsor, or Owner, as the case may be, for transmission to the Federal Aviation Administration. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR §
5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee (e.g., the last four digits of the employee’s social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH–347 is available for this purpose from the Wage and Hour Division Web site at https://www.dol.gov/agencies/whd/governmentcontracts/construction/payroll-certification or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker and shall provide them upon request to the Federal Aviation Administration if the agency is a party to the contract, but if the agency is not such a party, the Contractor will submit them to the applicant, Sponsor, or Owner, as the case may be, for transmission to the Federal Aviation Administration, the Contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the sponsoring government agency (or the applicant, Sponsor, or Owner). (B) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the Contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following:
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(1) That the payroll for the payroll period contains the information required to be provided under 29 CFR § 5.5(a)(3)(ii), the appropriate information is being maintained under 29 CFR § 5.5 (a)(3)(i), and that such information is correct and complete;
(2) That each laborer and mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR Part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract.
(C) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the “Statement of Compliance” required by paragraph (3)(ii)(B) of this section.
(D) The falsification of any of the above certifications may subject the Contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code.
(iii) The Contractor or subcontractor shall make the records required under paragraph (3)(i) of this section available for inspection, copying, or transcription by authorized representatives of the Sponsor, the Federal Aviation Administration, or the Department of Labor and shall permit such representatives to interview employees during working hours on the job. If the Contractor or subcontractor fails to submit the required records or to make them available, the Federal agency may, after written notice to the Contractor, Sponsor, applicant, or Owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR § 5.12.
4. Apprentices and Trainees.
(i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
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a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman’s hourly rate) specified in the Contractor’s or subcontractor’s registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice’s level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination.
Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program.
If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the Contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees. Except as provided in 29 CFR § 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S.
Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee’s level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination that provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate that is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the Contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (iii) Equal Employment Opportunity. The utilization of apprentices, trainees, and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30.
5. Compliance with Copeland Act Requirements.
The Contractor shall comply with the requirements of 29 CFR Part 3, which are incorporated by reference in this contract.
6. Subcontracts.
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The Contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR §§ 5.5(a)(1) through (10) and such other clauses as the Federal Aviation Administration may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR § 5.5.
7. Contract Termination: Debarment.
A breach of the contract clauses in paragraph 1 through 10 of this section may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR § 5.12.
8. Compliance with Davis-Bacon and Related Act Requirements.
All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract.
9. Disputes Concerning Labor Standards.
Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the Contractor (or any of its subcontractors) and the contracting agency, the U.S.
Department of Labor, or the employees or their representatives.
10. Certification of Eligibility.
(i) By entering into this contract, the Contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the Contractor’s firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR § 5.12(a)(1). (ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR § 5.12(a)(1). (iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 USC § 1001.
C11 DEBARMENT AND SUSPENSION
2 CFR Part 180 (Subpart B)
2 CFR Part 200, Appendix II(H)
2 CFR Part 1200
DOT Order 4200.5
Executive Orders 12549 and 12689
CERTIFICATION OF OFFEROR/BIDDER REGARDING DEBARMENT
By submitting a bid/proposal under this solicitation, the bidder or offeror certifies that neither it nor its principals are presently debarred or suspended by any Federal department or agency from participation in this transaction.
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CERTIFICATION OF LOWER TIER CONTRACTORS REGARDING DEBARMENT The successful bidder, by administering each lower tier subcontract that exceeds $25,000 as a “covered transaction”, must confirm 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 Certification of Offeror /Bidder Regarding Debarment, above.
3. Inserting a clause or condition in the covered transaction with the lower tier contract.
If the Federal Aviation Administration later determines that a lower tier participant failed to disclose to a higher tier participant that it was excluded or disqualified at the time it entered the covered transaction, the FAA may pursue any available remedies, including suspension and debarment of the non-compliant participant.
C12 DI SADVANTAGED BUSINESS ENTERPRISE
49 CFR Part 26
The requirements of 49 CFR part 26 apply to this contract. It is the policy of the City of Madera to practice nondiscrimination based on race, color, sex, or national origin in the award or performance of this contract.
The Owner encourages participation by all firms qualifying under this solicitation regardless of business size or ownership.
Contract Assurance (49 CFR § 26.13)
The Contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR part 26 in the award and administration of DOT-assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to:
1) Withholding monthly progress payments;
2) Assessing sanctions;
3) Liquidated damages; and/or
4) Disqualifying the Contractor from future bidding as non-responsible.
Prompt Payment (49 CFR § 26.29)
The prime contractor agrees to pay each subcontractor under this prime contract for satisfactory performance of its contract no later than 7 days from the receipt of each payment the prime contractor receives from City of Madera. The prime contractor agrees further to return retainage payments to each subcontractor within 7 days after the subcontractor’s work is satisfactorily completed. Any delay or Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
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postponement of payment from the above referenced time frame may occur only for good cause following written approval of the City of Madera. This clause applies to both DBE and non-DBE subcontractors.
Prompt Payment of Retainage: From the total of the amount determined to be payable on a partial payment, 5 percent of such total amount will be deducted and retained by the Sponsor for protection of the Sponsor’s interests. Unless otherwise instructed by the Sponsor, the amount retained by the Sponsor will be in effect until the final payment is made except as follows:
1) Contractor may request release of retainage on work that has been partially accepted by the Sponsor in accordance with Section 50-14. Contractor must provide a certified invoice to the RPR that supports the value of retainage held by the Sponsor for partially accepted work. 2) In lieu of retainage, the Contractor may exercise at its option the establishment of an escrow account per paragraph 90-08.
The Contractor is required to pay all subcontractors for satisfactory performance of their contracts no later than 7 days after the Contractor has received a partial payment. Contractor must provide the Sponsor evidence of prompt and full payment of retainage held by the prime contractor to the subcontractor within 7 days after the subcontractor’s work is satisfactorily completed. A subcontractor’s work is satisfactorily completed when all the tasks called for in the subcontract have been accomplished and documented as required by the Sponsor. When the Sponsor has made an incremental acceptance of a portion of a prime contract, the work of a subcontractor covered by that acceptance is deemed to be satisfactorily completed.
When at least 95% of the work has been completed to the satisfaction of the RPR, the RPR shall, at the Sponsor’s discretion and with the consent of the surety, prepare estimates of both the contract value and the cost of the remaining work to be done. The Sponsor may retain an amount not less than twice the contract value or estimated cost, whichever is greater, of the work remaining to be done. The remainder, less all previous payments and deductions, will then be certified for payment to the Contractor.
Prompt Payment Enforcement: Failure by the contractor to carry out the prompt payment requirements is a material breach of this contract, which may result in termination of this contract or other remedy as the recipient deems appropriate, which may include but is not limited to:
1) Withholding Payment of the amount of funds due to the subcontractor(s) from the prime contractor’s pay request until confirmation of payment is received from the subcontractor or the prime contractor provides proof of payment.
2) Issuing a Stop-Work Order until payments are released to the subcontractor(s), specifying in the contract that such orders constitute unauthorized delays for the purposes of calculating liquidated damages if milestones are not met.
3) Assessing Liquidated Damages against the prime contractor for each day beyond the required time period the prime contractor fails to pay the subcontractor(s). 4) Disqualify the Contractor from future bidding opportunities as non-responsible.
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C13 DISTRACTED DRIVING
Executive Order 13513
DOT Order 3902.10
TEXTING WHEN DRIVING
In accordance with Executive Order 13513, “Federal Leadership on Reducing Text Messaging While Driving”, (10/1/2009) and DOT Order 3902.10, “Text Messaging While Driving”, (12/30/2009), the Federal Aviation Administration encourages recipients of Federal grant funds to adopt and enforce safety policies that decrease crashes by distracted drivers, including policies to ban text messaging while driving when performing work related to a grant or subgrant.
In support of this initiative, the Owner encourages the Contractor to promote policies and initiatives for its employees and other work personnel that decrease crashes by distracted drivers, including policies that ban text messaging while driving motor vehicles while performing work activities associated with the project. The Contractor must include the substance of this clause in all sub-tier contracts exceeding $10,000 that involve driving a motor vehicle in performance of work activities associated with the project.
C14 PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO
SURVEILLANCE SERVICES OR EQUIPMENT
2 CFR § 200, Appendix II(K)
2 CFR § 200.216
PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE
SERVICES OR EQUIPMENT
Contractor and Subcontractor agree to comply with mandatory standards and policies relating to use and procurement of certain telecommunications and video surveillance services or equipment in compliance with the National Defense Authorization Act [Public Law 115-232 § 889(f)(1)].
C15 EQUAL EMPLOYMENT OPPORTUNITY (EEO)
2 CFR Part 200, Appendix II(C)
41 CFR § 60-1.4
41 CFR § 60-4.3
Executive Order 11246
EQUAL OPPORTUNITY CLAUSE
During the performance of this contract, the Contractor agrees as follows:
(1) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, 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, sex, sexual orientation, gender identify, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
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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 setting forth the provisions of this nondiscrimination clause. (2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin. (3) The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the contractor's legal duty to furnish information.
(4) The Contractor will send to each labor union or representative of workers with which it has a collective bargaining agreement or other contract or understanding, a notice to be provided by the agency contracting officer, advising the labor union or workers’ representative of the Contractor’s commitments under this section 202 of Executive Order 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (5) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. (6) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders.
(7) In the event of the Contractor’s noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (8) The Contractor will include the provisions of paragraphs (1) through (8) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as may be directed by the Secretary of Labor as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction, Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
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the Contractor may request the United States to enter into such litigation to protect the interests of the United States.
STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY
CONSTRUCTION CONTRACT SPECIFICATIONS
1. As used in these specifications:
a. “Covered area” means the geographical area described in the solicitation from which this contract resulted;
b. “Director” means Director, Office of Federal Contract Compliance Programs (OFCCP), U.S.
Department of Labor, or any person to whom the Director delegates authority; c. “Employer identification number” means the Federal social security number used on the Employer’s Quarterly Federal Tax Return, U.S. Treasury Department Form 941; d. “Minority” includes:
(1) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin);
(2) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American, or other Spanish culture or origin, regardless of race);
(3) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (4) American Indian or Alaskan native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification).
2. Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted.
3. If the Contractor is participating (pursuant to 41 CFR part 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each contractor or subcontractor participating in an approved plan is individually required to comply with its obligations under the EEO clause and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other contractors or subcontractors toward a goal in an approved Plan does not excuse any covered contractor’s or subcontractor’s failure to take good faith efforts to achieve the Plan goals and timetables.
4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
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utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in a geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed.
Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any Office of Federal Contract Compliance Programs office or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified.
5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor’s obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto.
6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor’s compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following:
a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor’s employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other onsite supervisory personnel are aware of and carry out the Contractor’s obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations’ responses.
c. Maintain a current file of the names, addresses, and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source, or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor’s efforts to meet its obligations.
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e. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor’s employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above.
f. Disseminate the Contractor’s EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed.
g. Review, at least annually, the company’s EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination, or other employment decisions including specific review of these items with onsite supervisory personnel such superintendents, general foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter.
h. Disseminate the Contractor’s EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor’s EEO policy with other contractors and subcontractors with whom the Contractor does or anticipates doing business.
i. Direct its recruitment efforts, both oral and written, to minority, female, and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor’s recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer, and vacation employment to minority and female youth both on the site and in other areas of a contractor’s work force. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR part 60-3.
l. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel, for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities.
m. Ensure that seniority practices, job classifications, work assignments, and other personnel practices do not have a discriminatory effect by continually monitoring all personnel and employment related Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
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activities to ensure that the EEO policy and the Contractor’s obligations under these specifications are being carried out.
n. Ensure that all facilities and company activities are nonsegregated except that separate or singleuser toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisor’s adherence to and performance under the Contractor’s EEO policies and affirmative action obligations.
8. Contractors are encouraged to participate in voluntary associations, which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the Contractor is a member and participant may be asserted as fulfilling any one or more of its obligations under 7a through 7p of these specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor’s minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor’s and failure of such a group to fulfill an obligation shall not be a defense for the Contractor’s noncompliance.
9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority.
Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized).
10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, sexual orientation, gender identity, or national origin.
11. The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246.
12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination, and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended.
13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
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specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity.
If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR part 60-4.8.
14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government, and to keep records. Records shall at least include for each employee, the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records.
15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g. those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program).
C16 F EDERAL FAIR LABOR STANDARDS ACT (FEDERAL MINIMUM WAGE) 29 USC § 201, et seq
2 CFR § 200.430
All contracts and subcontracts that result from this solicitation incorporate by reference the provisions of 29 CFR part 201, et seq, the Federal Fair Labor Standards Act (FLSA), with the same force and effect as if given in full text. The FLSA sets minimum wage, overtime pay, recordkeeping, and child labor standards for full and part-time workers.
The Contractor has full responsibility to monitor compliance to the referenced statute or regulation. The Contractor must address any claims or disputes that arise from this requirement directly with the U.S.
Department of Labor – Wage and Hour Division.
C17 LOBBYING AND INFLUENCING FEDERAL EMPLOYEES
31 USC § 1352 – Byrd Anti-Lobbying Amendment
2 CFR Part 200, Appendix II(I)
49 CFR Part 20, Appendix A
CERTIFICATION REGARDING LOBBYING
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 Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
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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.
(3) The undersigned shall require that the language of this certification be included in the award documents for all sub-awards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all sub-recipients shall certify and disclose accordingly.
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.
C18 PROHIBITION OF SEGREGATED FACILITIES
2 CFR Part 200, Appendix II(C)
41 CFR Part 60-1
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 Employment 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, sexual orientation, gender identity, 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 Employment Opportunity clause of this contract.
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C19 OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970
29 CFR Part 1910
All contracts and subcontracts that result from this solicitation incorporate by reference the requirements of 29 CFR Part 1910 with the same force and effect as if given in full text. The employer must provide a work environment that is free from recognized hazards that may cause death or serious physical harm to the employee. The employer retains full responsibility to monitor its compliance and their subcontractor’s compliance with the applicable requirements of the Occupational Safety and Health Act of 1970 (29 CFR Part 1910). The employer must address any claims or disputes that pertain to a referenced requirement directly with the U.S. Department of Labor – Occupational Safety and Health Administration.
C20 PROCUREMENT OF RECOVERED MATERIALS
2 CFR § 200.323
2 CFR Part 200, Appendix II(J)
40 CFR Part 247
42 USC § 6901, et seq (Resource Conservation and Recovery Act (RCRA))
PROCUREMENT OF RECOVERED MATERIALS
Contractor and subcontractor agree to comply with Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act, and the regulatory provisions of 40 CFR Part 247. In the performance of this contract and to the extent practicable, the Contractor and subcontractors are to use products containing the highest percentage of recovered materials for items designated by the Environmental Protection Agency (EPA) under 40 CFR Part 247 whenever:
The contract requires procurement of $10,000 or more of a designated item during the fiscal year; or
The contractor has procured $10,000 or more of a designated item using Federal funding during the previous fiscal year.
The list of EPA-designated items is available at www.epa.gov/smm/comprehensive-procurementguidelines-construction-products.
Section 6002(c) establishes exceptions to the preference for recovery of EPA-designated products if the contractor can demonstrate the item is:
a) Not reasonably available within a timeframe providing for compliance with the contract performance schedule;
b) Fails to meet reasonable contract performance requirements; or c) Is only available at an unreasonable price.
C21 TAX DELINQUENCY AND FELONY CONVICTIONS
Section 8113 of the Consolidated Appropriations Act, 2022 (Public Law 117-103) and similar provisions in subsequent appropriations acts.
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DOT Order 4200.6 – Appropriations Act Requirements for Procurement and Non-Procurement Regarding Tax Delinquency and Felony Convictions
CERTIFICATION OF OFFEROR/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 (9) 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 USC § 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.
C22 TERMINATION OF CONTRACT
2 CFR Part 200, Appendix II(B)
FAA Advisory Circular 150/5370-10, Section 80-09
TERMINATION FOR CONVENIENCE (CONSTRUCTION & EQUIPMENT CONTRACTS) The Owner may terminate this contract in whole or in part at any time by providing written notice to the Contractor. Such action may be without cause and without prejudice to any other right or remedy of Guidelines for Contract Provisions for Obligated Sponsors and Airport Improvement Program Projects Issued on May 24, 2023
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Owner. Upon receipt of a written notice of termination, except as explicitly directed by the Owner, the Contractor shall immediately proceed with the following obligations regardless of any delay in determining or adjusting amounts due under this clause:
1. Contractor must immediately discontinue work as specified in the written notice.
2. Terminate all subcontracts to the extent they relate to the work terminated under the notice.
3. Discontinue orders for materials and services except as directed by the written notice.
4. Deliver to the Owner all fabricated and partially fabricated parts, completed and partially completed work, supplies, equipment and materials acquired prior to termination of the work, and as directed in the written notice.
5. Complete performance of the work not terminated by the notice.
6. Take action as directed by the Owner to protect and preserve property and work related to this contract that Owner will take possession.
Owner agrees to pay Contractor for:
1. Completed and acceptable work executed in accordance with the contract documents prior to the effective date of termination;
2. Documented expenses sustained prior to the effective date of termination in performing work and furnishing labor, materials, or equipment as required by the contract documents in connection with uncompleted work;
3. Reasonable and substantiated claims, costs, and damages incurred in settlement of terminated contracts with Subcontractors and Suppliers; and
4. Reasonable and substantiated expenses to the Contractor directly attributable to Owner’s termination action.
Owner will not pay Contractor for loss of anticipated profits or revenue or other economic loss arising out of or resulting from the Owner’s termination action.
The rights and remedies this clause provides are in addition to any other rights and remedies provided by law or under this contract.
TERMINATION FOR CAUSE (CONSTRUCTION)
Section 80-09 of FAA Advisory Circular 150/5370-10 establishes standard language for conditions, rights, and remedies associated with Owner termination of this contract for cause due to default of the Contractor.
C23 TRADE RESTRICTION CERTIFICATION
49 USC § 50104
49 CFR Part 30
TRADE RESTRICTION CERTIFICATION
By submission of an offer, the Offeror certifies that with respect to this solicitation and any resultant contract, the Offeror –
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1) 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 as published by the Office of the United States Trade Representative (USTR);
2) 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 included on the list of countries that discriminate against U.S. firms as published by the USTR; and
3) has not entered into any subcontract for any product to be used on the Federal project that is produced in a foreign country included on the list of countries that discriminate against U.S. firms published by the USTR.
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 USC § 1001.
The Offeror/Contractor must provide immediate written notice to the Owner if the Offeror/Contractor learns that its certification or that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances. The Contractor must require subcontractors provide immediate written notice to the Contractor if at any time it learns that its certification was erroneous by reason of changed circumstances.
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 an Offeror or subcontractor:
1) who is owned or controlled by one or more citizens or nationals of a foreign country included on the list of countries that discriminate against U.S. firms published by the USTR; or 2) whose subcontractors are owned or controlled by one or more citizens or nationals of a foreign country on such USTR list; or
3) who incorporates in the public works project any product of a foreign country on such USTR list.
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.
The Offeror agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification without modification in all lower tier subcontracts. The Contractor may rely on the certification of a prospective subcontractor that it is not a firm from a foreign country included on the list of countries that discriminate against U.S. firms as published by USTR, unless the Offeror has knowledge that the certification is erroneous.
This certification is a material representation of fact upon which reliance was placed when making an award. If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous certification, the Federal Aviation Administration (FAA) may direct through the Owner cancellation of the contract or subcontract for default at no cost to the Owner or the FAA.
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C24 VETERAN’ S PREFERENCE
49 USC § 47112(c)
VETERAN’S PREFERENCE
In the employment of labor (excluding executive, administrative, and supervisory positions), the Contractor and all sub-tier contractors must give preference to covered veterans as defined within Title 49 United States Code Section 47112. Covered veterans include Vietnam-era veterans, Persian Gulf veterans, Afghanistan-Iraq war veterans, disabled veterans, and small business concerns (as defined by 15 USC § 632) owned and controlled by disabled veterans. This preference only applies when there are covered veterans readily available and qualified to perform the work to which the employment relates.
C25 DOMESTIC PREFERENCES FOR PROCUREMENTS
2 CFR § 200.322
2 CFR Part 200, Appendix II(L)
CERTIFICATION REGARDING DOMESTIC PREFERENCES FOR PROCUREMENTS The Bidder or Offeror certifies by signing and submitting this bid or proposal that, to the greatest extent practicable, the Bidder or Offeror has provided a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States (including, but not limited to, iron, aluminum, steel, cement, and other manufactured products) in compliance with 2 CFR § 200.322. "General Decision Number: CA20220018 01/07/2022
Superseded General Decision Number: CA20210018
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and Highway
Counties: Alameda, Calaveras, Contra Costa, Fresno, Kings, Madera, Mariposa, Merced, Monterey, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Stanislaus and Tuolumne Counties in California.
BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.
Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).
If the contract is entered into on or after January 30, 2022, or the contract is renewed or extended (e.g., an option is exercised) on or after January 30, 2022, Executive Order 14026 generally applies to the contract. The contractor must pay all covered workers at least $15.00 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on that contract in 2022.
If the contract was awarded on or between January 1, 2015 and January 29, 2022, and the contract is not renewed or extended on or after January 30, 2022, Executive Order 13658 generally applies to the contract. The contractor must pay all covered workers at least $11.25 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on that contract in 2022.
The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.
Additional information on contractor requirements and worker protections under the Executive Orders is available at
www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/07/2022
ASBE0016-004 01/01/2021
AREA 1: CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED,
MONTEREY, SAN BENITO, SAN JOAQUIN, SANTA CRUZ, STANISLAUS &
TOULMNE COUNTIES
AREA 2: ALAMEDA, CONTRA COSTA, SAN FRANSICO, SAN MATEO & SANTA
CLARA COUNTIES
Rates Fringes
Asbestos Removal
Exhibit H General WAge Decision Ca 20220018
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)
Area 1......................$ 30.45 10.60
Area 2......................$ 36.53 9.27
---------------------------------------------------------------- ASBE0016-008 01/01/2021
AREA 1: ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN
FRANSICO, SAN MATEO, SANTA CLARA, & SANTA CRUZ
AREA 2: CALAVERAS, COLUSA, FRESNO, KINGS, MADERA, MARIPOSA,
MERCED, SAN JOAQUIN, STANISLAU, & TUOLUMNE
Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
Protective Coverings,
Coatings, and Finishes to all
types of mechanical systems)
Area 1......................$ 74.16 23.58
Area 2......................$ 46.81 33.50
---------------------------------------------------------------- BOIL0549-001 01/01/2021
AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA
CLARA COUNTIES
AREA 2: REMAINING COUNTIES
Rates Fringes
BOILERMAKER
Area 1......................$ 49.62 41.27
Area 2......................$ 45.60 38.99
---------------------------------------------------------------- * BRCA0003-001 08/01/2021
Rates Fringes
MARBLE FINISHER..................$ 37.72 17.64
---------------------------------------------------------------- * BRCA0003-003 08/01/2021
Rates Fringes
MARBLE MASON.....................$ 53.17 29.10
---------------------------------------------------------------- BRCA0003-005 05/01/2020
Rates Fringes
BRICKLAYER
( 1) Fresno, Kings,
Madera, Mariposa, Merced....$ 43.68 22.19
( 7) San Francisco, San
Mateo.......................$ 47.65 26.77
( 8) Alameda, Contra
Costa, San Benito, Santa
Clara.......................$ 49.42 22.70
( 9) Calaveras, San
Joaquin, Stanislaus,
Toulumne....................$ 45.12 21.55
(16) Monterey, Santa Cruz...$ 45.88 25.02
---------------------------------------------------------------- * BRCA0003-008 07/01/2021
Rates Fringes
TERRAZZO FINISHER................$ 39.95 18.46
TERRAZZO WORKER/SETTER...........$ 53.03 28.34
---------------------------------------------------------------- BRCA0003-011 04/01/2019
AREA 1: Alameda, Contra Costa, Monterey, San Benito, San Francisco, San Mateo, Santa Clara, Santa Cruz
AREA 2: Calaveras, San Joaquin, Stanislaus, Tuolumne
AREA 3: Fresno, Kings, Madera, Mariposa, Merced
Rates Fringes
TILE FINISHER
Area 1......................$ 29.94 16.38
Area 2......................$ 25.60 14.30
Area 3......................$ 26.58 15.65
Tile Layer
Area 1......................$ 49.90 19.16
Area 2......................$ 42.67 16.81
Area 3......................$ 40.27 18.58
---------------------------------------------------------------- CARP0022-001 07/01/2021
San Francisco County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
---------------------------------------------------------------- CARP0034-001 07/01/2021
Rates Fringes
Diver
Assistant Tender, ROV
Tender/Technician...........$ 54.10 34.69
Diver standby...............$ 60.51 34.69
Diver Tender................$ 59.51 34.69
Diver wet...................$ 103.62 34.69
Manifold Operator (mixed
gas)........................$ 64.51 34.69
Manifold Operator (Standby).$ 59.51 34.69
DEPTH PAY (Surface Diving):
050 to 100 ft $2.00 per foot
101 to 150 ft $3.00 per foot
151 to 220 ft $4.00 per foot
221 ft.-deeper $5.00 per foot
SATURATION DIVING:
The standby rate shall apply until saturation starts. The saturation diving rate applies when divers are under
pressure continuously until work task and decompression are complete. The diver rate shall be paid for all saturation hours.
DIVING IN ENCLOSURES:
Where it is necessary for Divers to enter pipes or tunnels, or other enclosures where there is no vertical ascent, the following premium shall be paid: Distance traveled from entrance 26 feet to 300 feet: $1.00 per foot. When it is necessary for a diver to enter any pipe, tunnel or other enclosure less than 48"" in height, the premium will be $1.00 per foot.
WORK IN COMBINATION OF CLASSIFICATIONS:
Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.
---------------------------------------------------------------- CARP0034-003 07/01/2021
Rates Fringes
Piledriver.......................$ 54.10 34.69
---------------------------------------------------------------- CARP0035-007 07/01/2020
AREA 1: Alameda, Contra Costa, San Francisco, San Mateo, Santa Clara counties
AREA 2: Monterey, San Benito, Santa Cruz Counties
AREA 3: Calaveras, Fresno, Kings, Madera, Mariposa, Merced, San Joaquin, Stanislaus, Tuolumne Counties
Rates Fringes
Modular Furniture Installer
Area 1
Installer..................$ 28.76 22.53
Lead Installer.............$ 32.21 23.03
Master Installer...........$ 36.43 23.03
Area 2
Installer..................$ 26.11 22.53
Lead Installer.............$ 29.08 23.03
Master Installer...........$ 32.71 23.03
Area 3
Installer..................$ 25.16 22.53
Lead Installer.............$ 27.96 23.03
Master Installer...........$ 31.38 23.03
---------------------------------------------------------------- CARP0035-008 08/01/2020
AREA 1: Alameda, Contra Costa, San Francisco, San Mateo, Santa Clara counties
AREA 2: Monterey, San Benito, Santa Cruz Counties
AREA 3: San Joaquin
AREA 4: Calaveras, Fresno, Kings, Madera, Mariposa, Merced, Stanislaus, Tuolumne Counties
Rates Fringes
Drywall Installers/Lathers:
Area 1......................$ 52.65 31.26
Area 2......................$ 46.77 31.26
Area 3......................$ 47.27 31.26
Area 4......................$ 45.92 31.26
Drywall Stocker/Scrapper
Area 1......................$ 26.33 18.22
Area 2......................$ 23.39 18.22
Area 3......................$ 23.64 18.22
Area 4......................$ 22.97 18.22
---------------------------------------------------------------- CARP0152-001 07/01/2020
Contra Costa County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 52.80 30.82
Journeyman Carpenter........$ 52.65 30.82
Millwright..................$ 52.75 32.41
---------------------------------------------------------------- CARP0152-002 07/01/2020
San Joaquin County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 46.92 30.82
Journeyman Carpenter........$ 46.77 30.82
Millwright..................$ 49.27 32.41
---------------------------------------------------------------- CARP0152-004 07/01/2020
Calaveras, Mariposa, Merced, Stanislaus and Tuolumne Counties Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 45.57 30.82
Journeyman Carpenter........$ 45.42 30.82
Millwright..................$ 47.92 32.41
---------------------------------------------------------------- CARP0217-001 07/01/2021
San Mateo County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
---------------------------------------------------------------- CARP0405-001 07/01/2021
Santa Clara County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
---------------------------------------------------------------- CARP0405-002 07/01/2021
San Benito County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 49.12 31.49
Journeyman Carpenter........$ 48.97 31.49
Millwright..................$ 51.47 33.08
---------------------------------------------------------------- CARP0505-001 07/01/2021
Santa Cruz County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 49.12 31.49
Journeyman Carpenter........$ 48.97 31.49
Millwright..................$ 51.47 33.08
---------------------------------------------------------------- CARP0605-001 07/01/2021
Monterey County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 49.12 31.49
Journeyman Carpenter........$ 48.97 31.49
Millwright..................$ 51.47 33.08
---------------------------------------------------------------- CARP0701-001 07/01/2021
Fresno and Madera Counties
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 47.77 31.49
Journeyman Carpenter........$ 47.62 31.49
Millwright..................$ 50.12 33.08
---------------------------------------------------------------- CARP0713-001 07/01/2021
Alameda County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
---------------------------------------------------------------- CARP1109-001 07/01/2021
Kings County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 47.77 31.49
Journeyman Carpenter........$ 47.62 31.49
Millwright..................$ 50.12 33.08
---------------------------------------------------------------- ELEC0006-004 12/01/2020
SAN FRANCISCO COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 46.00 3%+21.65
Technician..................$ 52.90 3%+21.65
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.
FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0006-007 06/01/2021
SAN FRANCISCO COUNTY
Rates Fringes
ELECTRICIAN......................$ 80.00 3%+39.215
---------------------------------------------------------------- ELEC0100-002 09/01/2021
FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
ELECTRICIAN......................$ 41.00 26.18
---------------------------------------------------------------- ELEC0100-005 12/01/2019
FRESNO, KINGS, MADERA
Rates Fringes
Communications System
Installer...................$ 35.25 20.86
Technician..................$ 40.54 21.02
SCOPE OF WORK
Includes the installation testing, service and maintenance, of the following systems which utilize the transmission and/or transference of voice, sound, vision and digital for commercial, education, security and entertainment purposes for the following: TV monitoring and surveillance,
background-foreground music, intercom and telephone
interconnect, inventory control systems, microwave
transmission, multi-media, multiplex, nurse call system, radio page, school intercom and sound, burglar alarms, and low voltage master clock systems.
A. SOUND AND VOICE TRANSMISSION/TRANSFERENCE SYSTEMS
Background foreground music, Intercom and telephone
interconnect systems, Telephone systems Nurse call systems, Radio page systems, School intercom and sound systems,
Burglar alarm systems, Low voltage, master clock systems, Multi-media/multiplex systems, Sound and musical
entertainment systems, RF systems, Antennas and Wave Guide, B. FIRE ALARM SYSTEMS Installation, wire pulling and testing C. TELEVISION AND VIDEO SYSTEMS Television monitoring and surveillance systems Video security systems, Video
entertainment systems, Video educational systems, Microwave transmission systems, CATV and CCTV
D. SECURITY SYSTEMS Perimeter security systems Vibration sensor systems Card access systems Access control systems, Sonar/infrared monitoring equipment
E. COMMUNICATIONS SYSTEMS THAT TRANSMIT OR RECEIVE
INFORMATION AND/OR CONTROL SYSTEMS THAT ARE INTRINSIC TO THE ABOVE LISTED SYSTEMS SCADA (Supervisory Control and Data Acquisition) PCM (Pulse Code Modulation) Inventory Control Systems, Digital Data Systems Broadband and
Baseband and Carriers Point of Sale Systems, VSAT Data
Systems Data Communication Systems RF and Remote Control Systems, Fiber Optic Data Systems
WORK EXCLUDED Raceway systems are not covered (excluding Ladder-Rack for the purpose of the above listed systems).
Chases and/or nipples (not to exceed 10 feet) may be
installed on open wiring systems. Energy management
systems. SCADA (Supervisory Control and Data Acquisition) when not intrinsic to the above listed systems (in the
scope). Fire alarm systems when installed in raceways
(including wire and cable pulling) shall be performed at the electrician wage rate, when either of the following two (2) conditions apply:
1. The project involves new or major remodel building trades construction.
2. The conductors for the fire alarm system are installed in conduit.
---------------------------------------------------------------- ELEC0234-001 12/28/2020
MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES
Rates Fringes
ELECTRICIAN
Zone A......................$ 53.41 27.95
Zone B......................$ 58.75 28.11
Zone A: All of Santa Cruz, Monterey, and San Benito Counties within 25 air miles of Highway 1 and Dolan Road in Moss Landing, and an area extending 5 miles east and west of Highway 101 South to the San Luis Obispo County Line
Zone B: Any area outside of Zone A
---------------------------------------------------------------- ELEC0234-003 12/01/2020
MONTEREY, SAN BENITO, AND SANTA CRUZ COUNTIES
Rates Fringes
Sound & Communications
Installer...................$ 45.50 22.52
Technician..................$ 52.33 22.72
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.
FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0302-001 03/01/2021
CONTRA COSTA COUNTY
Rates Fringes
CABLE SPLICER....................$ 63.86 29.17
ELECTRICIAN......................$ 56.76 28.95
---------------------------------------------------------------- ELEC0302-003 12/01/2020
CONTRA COSTA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 42.11 22.52
Technician..................$ 44.83 22.72
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.
FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0332-001 06/01/2021
SANTA CLARA COUNTY
Rates Fringes
CABLE SPLICER....................$ 86.45 42.14
ELECTRICIAN......................$ 75.17 41.81
FOOTNOTES: Work under compressed air or where gas masks are required, orwork on ladders, scaffolds, stacks, ""Bosun's chairs,"" or other structures and where the workers are not protected by permanent guard rails at a distance of 40 to 60 ft. from the ground or supporting structures: to be paid one and one-half times the straight-time rate of pay.
Work on structures of 60 ft. or over (as described above):
to be paid twice the straight-time rate of pay.
---------------------------------------------------------------- ELEC0332-003 12/01/2020
SANTA CLARA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 45.50 22.515
Technician..................$ 52.33 22.72
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.
FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0595-001 06/01/2021
ALAMEDA COUNTY
Rates Fringes
CABLE SPLICER....................$ 72.80 3%+39.94
ELECTRICIAN......................$ 63.30 3%+39.94
---------------------------------------------------------------- ELEC0595-002 06/01/2021
CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
CABLE SPLICER....................$ 50.70 7.75%+25.58
ELECTRICIAN
(1) Tunnel work.............$ 44.25 7.75%+25.58
(2) All other work.........$ 42.25 7.75%+25.58
---------------------------------------------------------------- ELEC0595-006 12/01/2021
ALAMEDA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 47.93 3%+22.65
Technician..................$ 55.12 3%+22.65
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.
FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0595-008 12/01/2021
CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
Communications System
Installer...................$ 38.24 3%+22.65
Technician..................$ 43.98 3%+22.65
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.
FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0617-001 06/01/2021
SAN MATEO COUNTY
Rates Fringes
ELECTRICIAN......................$ 70.00 41.74
---------------------------------------------------------------- ELEC0617-003 12/01/2021
SAN MATEO COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 47.93 24.09
Technician..................$ 55.12 24.30
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.
FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0684-001 12/01/2021
MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes
ELECTRICIAN......................$ 42.50 4.5%+25.88
CABLE SPLICER = 110% of Journeyman Electrician
---------------------------------------------------------------- ELEC0684-004 12/01/2020
MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes
Communications System
Installer...................$ 36.83 22.25
Technician..................$ 42.35 22.42
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.
FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC1245-001 06/01/2021
Rates Fringes
LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 60.19 21.94
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment)...........$ 48.08 20.73
(3) Groundman...............$ 36.76 20.33
(4) Powderman...............$ 51.87 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
---------------------------------------------------------------- ELEV0008-001 01/01/2021
Rates Fringes
ELEVATOR MECHANIC................$ 72.10 35.825+a+b
FOOTNOTE:
a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.
---------------------------------------------------------------- ENGI0003-001 06/29/2020
""AREA 1"" WAGE RATES ARE LISTED BELOW
""AREA 2"" RECEIVES AN ADDITIONAL $2.00 PER HOUR ABOVE AREA 1 RATES.
SEE AREA DEFINITIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(AREA 1:)
GROUP 1.....................$ 51.42 31.15
GROUP 2.....................$ 49.89 31.15
GROUP 3.....................$ 48.41 31.15
GROUP 4.....................$ 47.03 31.15
GROUP 5.....................$ 45.76 31.15
GROUP 6.....................$ 44.44 31.15
GROUP 7.....................$ 43.30 31.15
GROUP 8.....................$ 42.16 31.15
GROUP 8-A...................$ 39.95 31.15
OPERATOR: Power Equipment
(Cranes and Attachments -
AREA 1:)
GROUP 1
Cranes.....................$ 52.30 31.15
Oiler......................$ 43.79 31.15
Truck crane oiler..........$ 46.08 31.15
GROUP 2
Cranes.....................$ 50.54 31.15
Oiler......................$ 42.83 31.15
Truck crane oiler..........$ 45.07 31.15
GROUP 3
Cranes.....................$ 48.80 31.15
Hydraulic..................$ 44.44 31.15
Oiler......................$ 42.55 31.15
Truck crane oiler..........$ 44.83 31.15
GROUP 4
Cranes.....................$ 45.76 31.15
OPERATOR: Power Equipment
(Piledriving - AREA 1:)
GROUP 1
Lifting devices............$ 52.64 31.15
Oiler......................$ 43.38 31.15
Truck Crane Oiler..........$ 45.66 31.15
GROUP 2
Lifting devices............$ 50.82 31.15
Oiler......................$ 43.11 31.15
Truck Crane Oiler..........$ 45.41 31.15
GROUP 3
Lifting devices............$ 49.14 31.15
Oiler......................$ 42.89 31.15
Truck Crane Oiler..........$ 45.12 31.15
GROUP 4
Lifting devices............$ 47.37 31.15
GROUP 5
Lifting devices............$ 44.73 31.15
GROUP 6
Lifting devices............$ 42.50 31.15
OPERATOR: Power Equipment
(Steel Erection - AREA 1:)
GROUP 1
Cranes.....................$ 53.27 31.15
Oiler......................$ 43.72 31.15
Truck Crane Oiler..........$ 45.95 31.15
GROUP 2
Cranes.....................$ 51.50 31.15
Oiler......................$ 43.45 31.15
Truck Crane Oiler..........$ 45.73 31.15
GROUP 3
Cranes.....................$ 50.02 31.15
Hydraulic..................$ 45.07 31.15
Oiler......................$ 43.23 31.15
Truck Crane Oiler..........$ 45.46 31.15
GROUP 4
Cranes.....................$ 48.00 31.15
GROUP 5
Cranes.....................$ 46.70 31.15
OPERATOR: Power Equipment
(Tunnel and Underground Work
- AREA 1:)
SHAFTS, STOPES, RAISES:
GROUP 1....................$ 47.52 31.15
GROUP 1-A..................$ 49.99 31.15
GROUP 2....................$ 46.26 31.15
GROUP 3....................$ 44.93 31.15
GROUP 4....................$ 43.79 31.15
GROUP 5....................$ 42.65 31.15
UNDERGROUND:
GROUP 1....................$ 47.42 31.15
GROUP 1-A..................$ 49.89 31.15
GROUP 2....................$ 46.16 31.15
GROUP 3....................$ 44.83 31.15
GROUP 4....................$ 43.69 31.15
GROUP 5....................$ 42.55 31.15
FOOTNOTE: Work suspended by ropes or cables, or work on a Yo-Yo Cat: $.60 per hour additional.
POWER EQUIPMENT OPERATOR CLASSIFICATIONS
GROUP 1: Operator of helicopter (when used in erection work); Hydraulic excavator, 7 cu. yds. and over; Power shovels, over 7 cu. yds.
GROUP 2: Highline cableway; Hydraulic excavator, 3-1/2 cu. yds. up to 7 cu. yds.; Licensed construction work boat
operator, on site; Power blade operator (finish); Power shovels, over 1 cu. yd. up to and including 7 cu. yds.
m.r.c.
GROUP 3: Asphalt milling machine; Cable backhoe; Combination backhoe and loader over 3/4 cu. yds.; Continuous flight tie back machine assistant to engineer or mechanic; Crane
mounted continuous flight tie back machine, tonnage to
apply; Crane mounted drill attachment, tonnage to apply; Dozer, slope brd; Gradall; Hydraulic excavator, up to 3 1/2 cu. yds.; Loader 4 cu. yds. and over; Long reach excavator; Multiple engine scraper (when used as push pull); Power shovels, up to and including 1 cu. yd.; Pre-stress wire wrapping machine; Side boom cat, 572 or larger; Track
loader 4 cu. yds. and over; Wheel excavator (up to and
including 750 cu. yds. per hour)
GROUP 4: Asphalt plant engineer/box person; Chicago boom; Combination backhoe and loader up to and including 3/4 cu. yd.; Concrete batch plant (wet or dry); Dozer and/or push cat; Pull- type elevating loader; Gradesetter, grade
checker (GPS, mechanical or otherwise); Grooving and
grinding machine; Heading shield operator; Heavy-duty
drilling equipment, Hughes, LDH, Watson 3000 or similar; Heavy-duty repairperson and/or welder; Lime spreader;
Loader under 4 cu. yds.; Lubrication and service engineer (mobile and grease rack); Mechanical finishers or spreader machine (asphalt, Barber-Greene and similar); Miller
Formless M-9000 slope paver or similar; Portable crushing and screening plants; Power blade support; Roller operator, asphalt; Rubber-tired scraper, self-loading (paddle-wheels, etc.); Rubber- tired earthmoving equipment (scrapers); Slip form paver (concrete); Small tractor with drag; Soil
stabilizer (P & H or equal); Spider plow and spider puller; Tubex pile rig; Unlicensed constuction work boat operator, on site; Timber skidder; Track loader up to 4 yds.;
Tractor-drawn scraper; Tractor, compressor drill
combination; Welder; Woods-Mixer (and other similar Pugmill equipment)
GROUP 5: Cast-in-place pipe laying machine; Combination slusher and motor operator; Concrete conveyor or concrete pump, truck or equipment mounted; Concrete conveyor,
building site; Concrete pump or pumpcrete gun; Drilling equipment, Watson 2000, Texoma 700 or similar; Drilling and boring machinery, horizontal (not to apply to waterliners, wagon drills or jackhammers); Concrete mixer/all; Person and/or material hoist; Mechanical finishers (concrete)
(Clary, Johnson, Bidwell Bridge Deck or similar types); Mechanical burm, curb and/or curb and gutter machine,
concrete or asphalt); Mine or shaft hoist; Portable
crusher; Power jumbo operator (setting slip-forms, etc., in tunnels); Screed (automatic or manual); Self-propelled
compactor with dozer; Tractor with boom D6 or smaller;
Trenching machine, maximum digging capacity over 5 ft.
depth; Vermeer T-600B rock cutter or similar
GROUP 6: Armor-Coater (or similar); Ballast jack tamper; Boom- type backfilling machine; Assistant plant engineer; Bridge and/or gantry crane; Chemical grouting machine,
truck-mounted; Chip spreading machine operator; Concrete saw (self-propelled unit on streets, highways, airports and canals); Deck engineer; Drilling equipment Texoma 600,
Hughes 200 Series or similar up to and including 30 ft. m.r.c.; Drill doctor; Helicopter radio operator;
Hydro-hammer or similar; Line master; Skidsteer loader, Bobcat larger than 743 series or similar (with
attachments); Locomotive; Lull hi-lift or similar; Oiler, truck mounted equipment; Pavement breaker, truck-mounted, with compressor combination; Paving fabric installation and/or laying machine; Pipe bending machine (pipelines
only); Pipe wrapping machine (tractor propelled and
supported); Screed (except asphaltic concrete paving);
Self- propelled pipeline wrapping machine; Tractor;
Self-loading chipper; Concrete barrier moving machine
GROUP 7: Ballast regulator; Boom truck or dual-purpose
A-frame truck, non-rotating - under 15 tons; Cary lift or similar; Combination slurry mixer and/or cleaner; Drilling equipment, 20 ft. and under m.r.c.; Firetender (hot plant); Grouting machine operator; Highline cableway signalperson; Stationary belt loader (Kolman or similar); Lift slab
machine (Vagtborg and similar types); Maginnes internal full slab vibrator; Material hoist (1 drum); Mechanical trench shield; Pavement breaker with or without compressor combination); Pipe cleaning machine (tractor propelled and supported); Post driver; Roller (except asphalt); Chip
Seal; Self-propelled automatically applied concrete curing mahcine (on streets, highways, airports and canals);
Self-propelled compactor (without dozer); Signalperson; Slip-form pumps (lifting device for concrete forms); Tie spacer; Tower mobile; Trenching machine, maximum digging capacity up to and including 5 ft. depth; Truck- type loader GROUP 8: Bit sharpener; Boiler tender; Box operator;
Brakeperson; Combination mixer and compressor
(shotcrete/gunite); Compressor operator; Deckhand; Fire tender; Forklift (under 20 ft.); Generator;
Gunite/shotcrete equipment operator; Hydraulic monitor; Ken seal machine (or similar); Mixermobile; Oiler; Pump
operator; Refrigeration plant; Reservoir-debris tug (self- propelled floating); Ross Carrier (construction site);
Rotomist operator; Self-propelled tape machine; Shuttlecar; Self-propelled power sweeper operator (includes vacuum
sweeper); Slusher operator; Surface heater; Switchperson; Tar pot firetender; Tugger hoist, single drum; Vacuum
cooling plant; Welding machine (powered other than by
electricity)
GROUP 8-A: Elevator operator; Skidsteer loader-Bobcat 743 series or smaller, and similar (without attachments); Mini excavator under 25 H.P. (backhoe-trencher); Tub grinder wood chipper
----------------------------------------------------------
ALL CRANES AND ATTACHMENTS
GROUP 1: Clamshell and dragline over 7 cu. yds.; Crane, over 100 tons; Derrick, over 100 tons; Derrick barge
pedestal-mounted, over 100 tons; Self-propelled boom-type lifting device, over 100 tons
GROUP 2: Clamshell and dragline over 1 cu. yd. up to and including 7 cu. yds.; Crane, over 45 tons up to and
including 100 tons; Derrick barge, 100 tons and under;
Self-propelled boom-type lifting device, over 45 tons;
Tower crane
GROUP 3: Clamshell and dragline up to and including 1 cu. yd.; Cranes 45 tons and under; Self-propelled boom-type lifting device 45 tons and under;
GROUP 4: Boom Truck or dual purpose A-frame truck,
non-rotating over 15 tons; Truck-mounted rotating
telescopic boom type lifting device, Manitex or similar (boom truck) over 15 tons; Truck-mounted rotating
telescopic boom type lifting device, Manitex or similar (boom truck) - under 15 tons;
-----------------------------------------------------------
PILEDRIVERS
GROUP 1: Derrick barge pedestal mounted over 100 tons;
Clamshell over 7 cu. yds.; Self-propelled boom-type lifting device over 100 tons; Truck crane or crawler, land or barge mounted over 100 tons
GROUP 2: Derrick barge pedestal mounted 45 tons to and
including 100 tons; Clamshell up to and including 7 cu. yds.; Self-propelled boom-type lifting device over 45 tons; Truck crane or crawler, land or barge mounted, over 45 tons up to and including 100 tons; Fundex F-12 hydraulic pile rig GROUP 3: Derrick barge pedestal mounted under 45 tons; Self- propelled boom-type lifting device 45 tons and under;
Skid/scow piledriver, any tonnage; Truck crane or crawler, land or barge mounted 45 tons and under
GROUP 4: Assistant operator in lieu of assistant to engineer; Forklift, 10 tons and over; Heavy-duty repairperson/welder GROUP 5: Deck engineer
GROUP 6: Deckhand; Fire tender
-------------------------------------------------------------
STEEL ERECTORS
GROUP 1: Crane over 100 tons; Derrick over 100 tons; Self- propelled boom-type lifting device over 100 tons
GROUP 2: Crane over 45 tons to 100 tons; Derrick under 100 tons; Self-propelled boom-type lifting device over 45 tons to 100 tons; Tower crane
GROUP 3: Crane, 45 tons and under; Self-propelled boom-type lifting device, 45 tons and under
GROUP 4: Chicago boom; Forklift, 10 tons and over; Heavy-duty repair person/welder
GROUP 5: Boom cat
-------------------------------------------------------------- --
TUNNEL AND UNDERGROUND WORK
GROUP 1-A: Tunnel bore machine operator, 20' diameter or more
GROUP 1: Heading shield operator; Heavy-duty repairperson; Mucking machine (rubber tired, rail or track type); Raised bore operator (tunnels); Tunnel mole bore operator
GROUP 2: Combination slusher and motor operator; Concrete pump or pumpcrete gun; Power jumbo operator
GROUP 3: Drill doctor; Mine or shaft hoist
GROUP 4: Combination slurry mixer cleaner; Grouting Machine operator; Motorman
GROUP 5: Bit Sharpener; Brakeman; Combination mixer and compressor (gunite); Compressor operator; Oiler; Pump
operator; Slusher operator
----------------------------------------------------------- AREA DESCRIPTIONS:
POWER EQUIPMENT OPERATORS, CRANES AND ATTACHMENTS,TUNNEL AND UNDERGROUND [These areas do not apply to Piledrivers and Steel Erectors]
AREA 1: ALAMEDA, CALAVERAS, CONTRA COSTA, FRESNO, KINGS,
MADERA, MARIPOSA, MERCED, MONTEREY, SAN BENITO, SAN
FRANCISCO, SAN JOAQUIN, SAN MATEO, SANTA CLARA, SANTA CRUZ,
STANISLAUS, TUOLUMNE
AREA 2 -NOTED BELOW
THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:
CALAVERAS COUNTY:
Area 1: Remainder
Area 2: Eastern Part
FRESNO COUNTY:
Area 1: Remainder
Area 2: Eastern Part
MADERA COUNTY:
Area 1: Remainder
Area 2: Eastern Part
MARIPOSA COUNTY:
Area 1: Remainder
Area 2: Eastern Part
MONTEREY COUNTY:
Area 1: Remainder
Area 2: Southwestern part
TUOLUMNE COUNTY:
Area 1: Remainder
Area 2: Eastern Part
---------------------------------------------------------------- ENGI0003-008 07/20/2020
Rates Fringes
Dredging: (DREDGING:
CLAMSHELL & DIPPER DREDGING;
HYDRAULIC SUCTION DREDGING:)
AREA 1:
(1) Leverman...............$ 49.88 34.35
(2) Dredge Dozer; Heavy
duty repairman.............$ 44.92 34.35
(3) Booster Pump
Operator; Deck
Engineer; Deck mate;
Dredge Tender; Winch
Operator...................$ 43.80 34.35
(4) Bargeman; Deckhand;
Fireman; Leveehand; Oiler..$ 40.50 34.35
AREA 2:
(1) Leverman...............$ 51.88 34.35
(2) Dredge Dozer; Heavy
duty repairman.............$ 46.92 34.35
(3) Booster Pump
Operator; Deck
Engineer; Deck mate;
Dredge Tender; Winch
Operator...................$ 45.80 34.35
(4) Bargeman; Deckhand;
Fireman; Leveehand; Oiler..$ 42.50 34.35
AREA DESCRIPTIONS
AREA 1: ALAMEDA,BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,
NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,
SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,
SUTTER, YOLO, AND YUBA COUNTIES
AREA 2: MODOC COUNTY
THE REMAINGING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:
ALPINE COUNTY:
Area 1: Northernmost part
Area 2: Remainder
CALAVERAS COUNTY:
Area 1: Remainder
Area 2: Eastern part
COLUSA COUNTY:
Area 1: Eastern part
Area 2: Remainder
ELDORADO COUNTY:
Area 1: North Central part
Area 2: Remainder
FRESNO COUNTY:
Area 1: Remainder
Area 2: Eastern part
GLENN COUNTY:
Area 1: Eastern part
Area 2: Remainder
LASSEN COUNTY:
Area 1: Western part along the Southern portion of border with Shasta County
Area 2: Remainder
MADERA COUNTY:
Area 1: Except Eastern part
Area 2: Eastern part
MARIPOSA COUNTY
Area 1: Except Eastern part
Area 2: Eastern part
MONTERREY COUNTY
Area 1: Except Southwestern part
Area 2: Southwestern part
NEVADA COUNTY:
Area 1: All but the Northern portion along the border of Sierra County
Area 2: Remainder
PLACER COUNTY:
Area 1: Al but the Central portion
Area 2: Remainder
PLUMAS COUNTY:
Area 1: Western portion
Area 2: Remainder
SHASTA COUNTY:
Area 1: All but the Northeastern corner
Area 2: Remainder
SIERRA COUNTY:
Area 1: Western part
Area 2: Remainder
SISKIYOU COUNTY:
Area 1: Central part
Area 2: Remainder
SONOMA COUNTY:
Area 1: All but the Northwestern corner
Area 2: Remainder
TEHAMA COUNTY:
Area 1: All but the Western border with Mendocino & Trinity Counties
Area 2: Remainder
TRINITY COUNTY:
Area 1: East Central part and the Northeastern border with Shasta County
Area 2: Remainder
TUOLUMNE COUNTY:
Area 1: Except Eastern part
Area 2: Eastern part
---------------------------------------------------------------- ENGI0003-019 06/29/2020
SEE AREA DESCRIPTIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(LANDSCAPE WORK ONLY)
GROUP 1
AREA 1.....................$ 39.95 30.28
AREA 2.....................$ 41.95 30.28
GROUP 2
AREA 1.....................$ 36.35 30.28
AREA 2.....................$ 38.35 30.28
GROUP 3
AREA 1.....................$ 31.74 30.28
AREA 2.....................$ 33.74 30.28
GROUP DESCRIPTIONS:
GROUP 1: Landscape Finish Grade Operator: All finish grade work regardless of equipment used, and all equipment with a rating more than 65 HP.
GROUP 2: Landscape Operator up to 65 HP: All equipment with a manufacturer's rating of 65 HP or less except equipment covered by Group 1 or Group 3. The following equipment
shall be included except when used for finish work as long as manufacturer's rating is 65 HP or less: A-Frame and
Winch Truck, Backhoe, Forklift, Hydragraphic Seeder
Machine, Roller, Rubber-Tired and Track Earthmoving
Equipment, Skiploader, Straw Blowers, and Trencher 31 HP up to 65 HP.
GROUP 3: Landscae Utility Operator: Small Rubber-Tired
Tractor, Trencher Under 31 HP.
AREA DESCRIPTIONS:
AREA 1: ALAMEDA, BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,
NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,
SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,
SUTTER, YOLO, AND YUBA COUNTIES
AREA 2 - MODOC COUNTY
THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:
ALPINE COUNTY:
Area 1: Northernmost part
Area 2: Remainder
CALAVERAS COUNTY:
Area 1: Except Eastern part
Area 2: Eastern part
COLUSA COUNTY:
Area 1: Eastern part
Area 2: Remainder
DEL NORTE COUNTY:
Area 1: Extreme Southwestern corner
Area 2: Remainder
ELDORADO COUNTY:
Area 1: North Central part
Area 2: Remainder
FRESNO COUNTY
Area 1: Except Eastern part
Area 2: Eastern part
GLENN COUNTY:
Area 1: Eastern part
Area 2: Remainder
HUMBOLDT COUNTY:
Area 1: Except Eastern and Southwestern parts
Area 2: Remainder
LAKE COUNTY:
Area 1: Southern part
Area 2: Remainder
LASSEN COUNTY:
Area 1: Western part along the Southern portion of border with Shasta County
Area 2: Remainder
MADERA COUNTY
Area 1: Remainder
Area 2: Eastern part
MARIPOSA COUNTY
Area 1: Remainder
Area 2: Eastern part
MENDOCINO COUNTY:
Area 1: Central and Southeastern parts
Area 2: Remainder
MONTEREY COUNTY
Area 1: Remainder
Area 2: Southwestern part
NEVADA COUNTY:
Area 1: All but the Northern portion along the border of Sierra County
Area 2: Remainder
PLACER COUNTY:
Area 1: All but the Central portion
Area 2: Remainder
PLUMAS COUNTY:
Area 1: Western portion
Area 2: Remainder
SHASTA COUNTY:
Area 1: All but the Northeastern corner
Area 2: Remainder
SIERRA COUNTY:
Area 1: Western part
Area 2: Remainder
SISKIYOU COUNTY:
Area 1: Central part
Area 2: Remainder
SONOMA COUNTY:
Area 1: All but the Northwestern corner
Area 2: Reaminder
TEHAMA COUNTY:
Area 1: All but the Western border with mendocino & Trinity Counties
Area 2: Remainder
TRINITY COUNTY:
Area 1: East Central part and the Northeaster border with Shasta County
Area 2: Remainder
TULARE COUNTY;
Area 1: Remainder
Area 2: Eastern part
TUOLUMNE COUNTY:
Area 1: Remainder
Area 2: Eastern Part
---------------------------------------------------------------- IRON0377-001 07/01/2021
ALAMEDA, CONTRA COSTA, SAN MATEO, SANTA CLARA & SAN FRANCISCO
COUNTIES
Rates Fringes
Ironworkers:
Fence Erector...............$ 38.08 24.91
Ornamental, Reinforcing
and Structural..............$ 45.73 33.55
PREMIUM PAY:
$6.00 additional per hour at the following locations:
China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations:
Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:
Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- IRON0433-005 07/01/2020
REMAINING COUNTIES
Rates Fringes
IRONWORKER
Fence Erector...............$ 34.58 24.81
Ornamental, Reinforcing
and Structural..............$ 41.00 33.45
PREMIUM PAY:
$6.00 additional per hour at the following locations:
China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations:
Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:
Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- LABO0067-002 06/28/2021
AREA ""A"" - ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND
SANTA CLARA COUNTIES
AREA ""B"" - CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA,
MERCED, MONTEREY, SAN BENITO, SAN JOAQUIN, STANISLAUS, AND
TUOLUMNE COUNTIES
Rates Fringes
Asbestos Removal Laborer
All Counties................$ 26.05 12.75
LABORER (Lead Removal)
Area A......................$ 34.37 25.95
Area B......................$ 33.37 25.95
ASBESTOS REMOVAL-SCOPE OF WORK: Site mobilization; initial site clean-up; site preparation; removal of
asbestos-containing materials from walls and ceilings; or from pipes, boilers and mechanical systems only if they are being scrapped; encapsulation, enclosure and disposal of asbestos-containing materials by hand or with equipment or machinery; scaffolding; fabrication of temporary wooden barriers; and assembly of decontamination stations.
---------------------------------------------------------------- LABO0073-002 06/28/2021
CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person..$ 33.48 26.21
Traffic Control Person I....$ 33.78 26.21
Traffic Control Person II...$ 31.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0073-003 07/01/2021
SAN JOAQUIN COUNTY
Rates Fringes
LABORER
Mason Tender-Brick..........$ 34.09 24.41
---------------------------------------------------------------- LABO0073-005 07/01/2021
Rates Fringes
Tunnel and Shaft Laborers:
GROUP 1.....................$ 42.00 25.71
GROUP 2.....................$ 41.77 25.71
GROUP 3.....................$ 41.52 25.71
GROUP 4.....................$ 41.07 25.71
GROUP 5.....................$ 40.53 25.71
Shotcrete Specialist........$ 42.52 25.71
TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0073-007 06/25/2018
CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
LABORER (CONSTRUCTION CRAFT
LABORERS)
Construction Specialist
Group.......................$ 30.49 23.20
GROUP 1.....................$ 29.79 23.20
GROUP 1-a...................$ 30.01 23.20
GROUP 1-c...................$ 29.84 23.20
GROUP 1-e...................$ 30.34 23.20
GROUP 1-f...................$ 30.37 23.20
GROUP 2.....................$ 29.64 23.20
GROUP 3.....................$ 29.54 23.20
GROUP 4.....................$ 23.23 23.20
See groups 1-b and 1-d under laborer classifications.
LABORER (GARDENERS,
HORTICULTURAL & LANDSCAPE
LABORERS)
(1) New Construction........$ 29.54 23.20
(2) Establishment Warranty
Period......................$ 23.23 23.20
LABORER (GUNITE)
GROUP 1.....................$ 29.75 22.31
GROUP 2.....................$ 29.25 22.31
GROUP 3.....................$ 28.66 22.31
GROUP 4.....................$ 28.54 22.31
LABORER (WRECKING)
GROUP 1.....................$ 29.79 23.20
GROUP 2.....................$ 29.64 23.20
FOOTNOTES:
Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------
LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.
GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.
GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.
GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:
A: at demolition site for the salvage of the material.
B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.
C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.
The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------
GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------
WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0073-009 07/01/2021
CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 35.82 28.45
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0261-003 06/28/2021
SAN FRANCISCO AND SAN MATEO COUNTIES
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person..$ 34.48 26.21
Traffic Control Person I....$ 34.78 26.21
Traffic Control Person II...$ 32.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0261-005 07/01/2021
SAN FRANCISCO AND SAN MATEO COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:
GROUP 1.....................$ 42.00 25.71
GROUP 2.....................$ 41.77 25.71
GROUP 3.....................$ 41.52 25.71
GROUP 4.....................$ 41.07 25.71
GROUP 5.....................$ 40.53 25.71
Shotcrete Specialist........$ 42.52 25.71
TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0261-009 06/25/2018
SAN FRANCISCO, AND SAN MATEO COUNTIES
Rates Fringes
LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 31.49 23.20
GROUP 1.....................$ 30.79 23.20
GROUP 1-a...................$ 31.01 23.20
GROUP 1-c...................$ 30.84 23.20
GROUP 1-e...................$ 31.34 23.20
GROUP 1-f...................$ 31.37 23.20
GROUP 2.....................$ 30.64 23.20
GROUP 3.....................$ 30.54 23.20
GROUP 4.....................$ 24.23 23.20
See groups 1-b and 1-d under laborer classifications.
LABORER (GARDENERS,
HORTICULTURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 30.54 23.20
(2) Establishment Warranty
Period......................$ 24.23 23.20
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 30.79 23.20
GROUP 2.....................$ 30.64 23.20
Laborers: (GUNITE - AREA A:)
GROUP 1.....................$ 30.75 22.31
GROUP 2.....................$ 30.25 22.31
GROUP 3.....................$ 29.66 22.31
GROUP 4.....................$ 29.54 22.31
FOOTNOTES:
Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------
LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.
GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.
GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.
GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:
A: at demolition site for the salvage of the material.
B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.
C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.
The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------
GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------
WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0261-011 07/01/2021
SAN FRANCISCO AND SAN MATEO COUNTIES:
Rates Fringes
MASON TENDER, BRICK..............$ 34.85 26.32
FOOTNOTES: Underground work such as sewers, manholes, catch basins, sewer pipes, telephone conduits, tunnels and cut trenches: $5.00 per day additional. Work in live sewage:
$2.50 per day additional.
---------------------------------------------------------------- LABO0261-014 07/01/2021
SAN FRANCISCO AND SAN MATEO COUNTIES:
Rates Fringes
PLASTER TENDER...................$ 38.28 29.43
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0270-003 06/28/2021
AREA A: SANTA CLARA
AREA B: MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person
Area A.....................$ 34.48 26.21
Area B.....................$ 33.48 26.21
Traffic Control Person I
Area A.....................$ 34.78 26.21
Area B.....................$ 33.78 26.21
Traffic Control Person II
Area A.....................$ 32.28 26.21
Area B.....................$ 31.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0270-004 07/01/2021
MONTEREY, SAN BENITO, SANTA CLARA, AND SANTA CRUZ COUNTIES Rates Fringes
Tunnel and Shaft Laborers:
GROUP 1.....................$ 42.00 25.71
GROUP 2.....................$ 41.77 25.71
GROUP 3.....................$ 41.52 25.71
GROUP 4.....................$ 41.07 25.71
GROUP 5.....................$ 40.53 25.71
Shotcrete Specialist........$ 42.52 25.71
TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0270-005 07/01/2021
MONTEREY AND SAN BENITO COUNTIES
Rates Fringes
LABORER
Mason Tender-Brick..........$ 34.09 24.41
---------------------------------------------------------------- LABO0270-007 06/25/2018
MONTEREY, SAN BENITO, AND SANTA CRUZ, COUNTIES
Rates Fringes
LABORER (CONSTRUCTION CRAFT
LABORERS - AREA B)
Construction Specialist
Group.......................$ 30.40 23.20
GROUP 1.....................$ 29.79 23.20
GROUP 1-a...................$ 30.01 23.20
GROUP 1-c...................$ 29.84 23.20
GROUP 1-e...................$ 30.34 23.20
GROUP 1-f...................$ 30.37 23.20
GROUP 2.....................$ 29.64 23.20
GROUP 3.....................$ 29.54 23.20
GROUP 4.....................$ 23.23 23.20
See groups 1-b and 1-d under laborer classifications.
LABORER (GARDENERS,
HORTICULTURAL & LANDSCAPE
LABORERS - AREA B)
(1) New Construction........$ 29.54 23.20
(2) Establishment Warranty
Period......................$ 23.23 23.20
LABORER (GUNITE - AREA B)
GROUP 1.....................$ 29.75 22.31
GROUP 2.....................$ 29.25 22.31
GROUP 3.....................$ 28.66 22.31
GROUP 4.....................$ 28.54 22.31
LABORER (WRECKING - AREA B)
GROUP 1.....................$ 29.79 23.20
GROUP 2.....................$ 29.64 23.20
FOOTNOTES:
Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------
LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.
GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.
GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.
GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:
A: at demolition site for the salvage of the material.
B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.
C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.
The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------
GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------
WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0270-010 06/25/2018
SANTA CLARA COUNTY
Rates Fringes
LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 31.49 23.20
GROUP 1.....................$ 30.79 23.20
GROUP 1-a...................$ 31.01 23.20
GROUP 1-c...................$ 30.84 23.20
GROUP 1-e...................$ 31.34 23.20
GROUP 1-f...................$ 30.37 23.20
GROUP 2.....................$ 30.64 23.20
GROUP 3.....................$ 30.54 23.20
GROUP 4.....................$ 24.23 23.20
See groups 1-b and 1-d under laborer classifications.
LABORER (GARDENERS,
HORTICULTURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 30.54 23.20
(2) Establishment Warranty
Period......................$ 24.23 23.20
LABORER (GUNITE - AREA A:)
GROUP 1.....................$ 30.75 22.31
GROUP 2.....................$ 30.25 22.31
GROUP 3.....................$ 29.66 22.31
GROUP 4.....................$ 29.54 22.31
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 30.79 23.20
GROUP 2.....................$ 30.64 23.20
FOOTNOTES:
Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------
LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.
GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.
GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.
GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:
A: at demolition site for the salvage of the material.
B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.
C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.
The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------
GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------
WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0270-011 07/01/2017
MONTEREY, SAN BENITO, SANTA CRUZ, SANTA CLARA COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 34.70 21.22
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0294-001 07/01/2020
FRESNO, KINGS AND MADERA COUNTIES
Rates Fringes
LABORER (Brick)
Mason Tender-Brick..........$ 32.84 23.71
---------------------------------------------------------------- LABO0294-002 06/28/2021
FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person..$ 33.48 26.21
Traffic Control Person I....$ 33.78 26.21
Traffic Control Person II...$ 31.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0294-005 07/01/2021
FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:
GROUP 1.....................$ 42.00 25.71
GROUP 2.....................$ 41.77 25.71
GROUP 3.....................$ 41.52 25.71
GROUP 4.....................$ 41.07 25.71
GROUP 5.....................$ 40.53 25.71
Shotcrete Specialist........$ 42.52 25.71
TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0294-008 06/25/2018
FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
LABORER (CONSTRUCTION CRAFT
LABORERS - AREA B:)
Construction Specialist
Group.......................$ 30.49 23.20
GROUP 1.....................$ 29.79 23.20
GROUP 1-a...................$ 30.01 23.20
GROUP 1-c...................$ 29.84 23.20
GROUP 1-e...................$ 30.34 23.20
GROUP 1-f...................$ 30.37 23.20
GROUP 2.....................$ 29.64 23.20
GROUP 3.....................$ 29.54 23.20
GROUP 4.....................$ 23.23 23.20
See groups 1-b and 1-d under laborer classifications.
LABORER (GARDENERS,
HORTICULTURAL & LANDSCAPE
LABORERS - AREA B:)
(1) New Construction........$ 29.54 23.20
(2) Establishment Warranty
Period......................$ 23.23 23.20
LABORER (GUNITE - AREA B:)
GROUP 1.....................$ 29.75 22.31
GROUP 2.....................$ 29.25 22.31
GROUP 3.....................$ 28.66 22.31
GROUP 4.....................$ 28.54 22.31
LABORER (WRECKING - AREA B:)
GROUP 1.....................$ 29.79 23.20
GROUP 2.....................$ 29.64 23.20
FOOTNOTES:
Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------
LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.
GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.
GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.
GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:
A: at demolition site for the salvage of the material.
B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.
C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.
The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------
GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------
WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0294-010 07/01/2021
CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN
JOAQUIN, STANISLAUS & TUOLUMNE
Rates Fringes
Plasterer tender.................$ 35.82 28.45
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0294-011 07/01/2021
FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 35.82 28.45
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0304-002 06/28/2021
ALAMEDA COUNTY
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person..$ 34.48 26.21
Traffic Control Person I....$ 34.78 26.21
Traffic Control Person II...$ 32.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0304-003 07/01/2021
ALAMEDA COUNTY
Rates Fringes
Tunnel and Shaft Laborers:
GROUP 1.....................$ 42.00 25.71
GROUP 2.....................$ 41.77 25.71
GROUP 3.....................$ 41.52 25.71
GROUP 4.....................$ 41.07 25.71
GROUP 5.....................$ 40.53 25.71
Shotcrete Specialist........$ 42.52 25.71
TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0304-004 06/25/2018
ALAMEDA COUNTY
Rates Fringes
LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 31.49 23.20
GROUP 1.....................$ 30.79 23.20
GROUP 1-a...................$ 31.01 23.20
GROUP 1-c...................$ 30.84 23.20
GROUP 1-e...................$ 31.34 23.20
GROUP 1-f...................$ 30.37 23.20
GROUP 2.....................$ 30.64 23.20
GROUP 3.....................$ 30.54 23.20
GROUP 4.....................$ 24.23 23.20
See groups 1-b and 1-d under laborer classifications.
LABORER (GARDENERS,
HORTICULTURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 30.54 23.20
(2) Establishment Warranty
Period......................$ 24.23 23.20
LABORER (GUNITE - AREA A:)
GROUP 1.....................$ 30.75 22.31
GROUP 2.....................$ 30.25 22.31
GROUP 3.....................$ 29.66 22.31
GROUP 4.....................$ 29.54 22.31
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 30.79 23.20
GROUP 2.....................$ 30.64 23.20
FOOTNOTES:
Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------
LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.
GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.
GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.
GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:
A: at demolition site for the salvage of the material.
B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.
C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.
The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------
GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------
WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0304-005 05/01/2018
ALAMEDA COUNTY
Rates Fringes
Brick Tender.....................$ 35.37 20.70
FOOTNOTES: Work on jobs where heat-protective clothing is required: $2.00 per hour additional. Work at grinders: $.25 per hour additional. Manhole work: $2.00 per day additional. ---------------------------------------------------------------- LABO0304-008 07/01/2017
ALAMEDA AND CONTRA COSTA COUNTIES:
Rates Fringes
Plasterer tender.................$ 34.70 23.11
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0324-002 06/28/2021
CONTRA COSTA COUNTY
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person..$ 34.48 26.21
Traffic Control Person I....$ 34.78 26.21
Traffic Control Person II...$ 32.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0324-006 06/25/2018
CONTRA COSTA COUNTY
Rates Fringes
Tunnel and Shaft Laborers:
GROUP 1.....................$ 37.82 24.11
GROUP 2.....................$ 37.59 24.11
GROUP 3.....................$ 37.34 24.11
GROUP 4.....................$ 36.89 24.11
GROUP 5.....................$ 36.35 24.11
Shotcrete Specialist........$ 38.34 24.11
TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0324-012 06/25/2018
CONTRA COSTA COUNTY
Rates Fringes
LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 31.49 23.20
GROUP 1.....................$ 30.79 23.20
GROUP 1-a...................$ 31.01 23.20
GROUP 1-c...................$ 30.84 23.20
GROUP 1-e...................$ 31.34 23.20
GROUP 1-f...................$ 30.37 23.20
GROUP 1-g...................$ 30.99 23.20
GROUP 2.....................$ 30.64 23.20
GROUP 3.....................$ 30.54 23.20
GROUP 4.....................$ 24.23 23.20
See groups 1-b and 1-d under laborer classifications.
LABORER (GARDENERS,
HORTICULURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 30.54 23.20
(2) Establishment Warranty
Period......................$ 24.23 23.20
LABORER (GUNITE - AREA A:)
GROUP 1.....................$ 30.75 22.31
GROUP 2.....................$ 30.25 22.31
GROUP 3.....................$ 29.66 22.31
GROUP 4.....................$ 29.54 22.31
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 30.79 23.20
GROUP 2.....................$ 30.64 23.20
FOOTNOTES:
Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------
LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.
GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.
GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.
GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 1-g, CONTRA COSTA COUNTY: Pipelayer (including grade checking in connection with pipelaying); Caulker; Bander; Pipewrapper; Conduit layer; Plastic pipe layer; Pressure pipe tester; No joint pipe and stripping of same, including repair of voids; Precast manhole setters, cast in place manhole form setters
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:
A: at demolition site for the salvage of the material.
B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.
C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.
The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------
GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------
WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
GROUP 1-g, CONTRA COSTA COUNTY: Pipelayer (including grade checking in connection with pipelaying); Caulker; Bander; Pipewrapper; Conduit layer; Plastic pipe layer; Pressure pipe tester; No joint pipe and stripping of same, including repair of voids; Precast manhole setters, cast in place manhole form setters
---------------------------------------------------------------- LABO0324-014 05/01/2018
CONTRA COSTA COUNTY:
Rates Fringes
Brick Tender.....................$ 35.37 20.70
FOOTNOTES: Work on jobs where heat-protective clothing is required: $2.00 per hour additional. Work at grinders: $.25 per hour additional. Manhole work: $2.00 per day additional. ---------------------------------------------------------------- LABO0324-018 07/01/2021
ALAMEDA AND CONTRA COSTA COUNTIES:
Rates Fringes
Plasterer tender.................$ 38.28 29.43
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO1130-002 06/28/2021
MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person..$ 33.48 26.21
Traffic Control Person I....$ 33.78 26.21
Traffic Control Person II...$ 31.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO1130-003 06/26/2017
MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:
GROUP 1.....................$ 36.60 24.83
GROUP 2.....................$ 36.37 24.83
GROUP 3.....................$ 36.12 24.83
GROUP 4.....................$ 35.67 24.83
GROUP 5.....................$ 35.13 24.83
Shotcrete Specialist........$ 37.12 24.83
TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO1130-005 07/01/2018
MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes
LABORER
Mason Tender-Brick..........$ 31.20 22.20
---------------------------------------------------------------- LABO1130-007 06/25/2018
MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE , COUNTIES
Rates Fringes
LABORER (CONSTRUCTION CRAFT
LABORERS - AREA B:)
Construction Specialist
Group.......................$ 30.49 23.20
GROUP 1.....................$ 29.79 23.20
GROUP 1-a...................$ 30.01 23.20
GROUP 1-c...................$ 29.84 23.20
GROUP 1-e...................$ 30.34 23.20
GROUP 1-f...................$ 29.37 23.20
GROUP 2.....................$ 29.64 23.20
GROUP 3.....................$ 29.54 23.20
GROUP 4.....................$ 23.23 23.20
See groups 1-b and 1-d under laborer classifications.
LABORER (GARDENERS,
HORTICULTURAL & LANDSCAPE
LABORERS - AREA B:)
(1) New Construction........$ 29.54 23.20
(2) Establishment Warranty
Period......................$ 23.23 23.20
LABORER (GUNITE - AREA B:)
GROUP 1.....................$ 29.75 22.31
GROUP 2.....................$ 29.25 22.31
GROUP 3.....................$ 28.66 22.31
GROUP 4.....................$ 28.54 22.31
LABORER (WRECKING - AREA B:)
GROUP 1.....................$ 29.79 23.20
GROUP 2.....................$ 29.64 23.20
FOOTNOTES:
Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------
LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.
GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.
GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.
GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:
A: at demolition site for the salvage of the material.
B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.
C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.
The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------
GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------
WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO1130-008 07/01/2021
CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN
JOAQUIN, STANISLAUS & TUOLUMNE
Rates Fringes
Plasterer tender.................$ 35.82 28.45
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO1130-009 07/01/2021
MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 35.82 28.45
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- PAIN0016-001 01/01/2021
ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN MATEO, SANTA
CLARA, AND SANTA CRUZ COUNTIES
Rates Fringes
Painters:........................$ 45.22 25.48
PREMIUMS:
EXOTIC MATERIALS - $1.25 additional per hour.
SPRAY WORK: - $0.50 additional per hour.
INDUSTRIAL PAINTING - $0.25 additional per hour
[Work on industrial buildings used for the manufacture and processing of goods for sale or service; steel construction (bridges), stacks, towers, tanks, and similar structures] HIGH WORK:
over 50 feet - $2.00 per hour additional
100 to 180 feet - $4.00 per hour additional
Over 180 feet - $6.00 per houir additional
---------------------------------------------------------------- PAIN0016-003 07/01/2021
AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA
CLARA COUNTIES
AREA 2: CALAVERAS, MARIPOA, MERCED, MONTEREY, SAN BENITO, SAN
JOAQUIN, SANTA CRUZ, STANISLAUS & TUOLUMNE COUNTIES
Rates Fringes
Drywall Finisher/Taper
AREA 1......................$ 54.91 29.49
AREA 2......................$ 50.78 28.09
---------------------------------------------------------------- PAIN0016-012 01/01/2019
ALAMEDA, CONTRA COSTA, MARIPOSA, MERCED, MONTEREY, SAN BENITO,
SAN FRANCISCO, SAN MATEO, SANTA CLARA AND SANTA CRUZ COUNTIES Rates Fringes
SOFT FLOOR LAYER.................$ 48.60 27.43
---------------------------------------------------------------- PAIN0016-015 01/01/2021
CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS & TUOLUMNE
COUNTIES
Rates Fringes
PAINTER
Brush.......................$ 35.88 21.16
FOOTNOTES:
SPRAY/SANDBLAST: $0.50 additional per hour.
EXOTIC MATERIALS: $1.25 additional per hour.
HIGH TIME: Over 50 ft above ground or water level $2.00 additional per hour. 100 to 180 ft above ground or water level $4.00 additional per hour. Over 180 ft above ground or water level $6.00 additional per hour.
---------------------------------------------------------------- PAIN0016-022 01/01/2021
SAN FRANCISCO COUNTY
Rates Fringes
PAINTER..........................$ 48.84 25.48
---------------------------------------------------------------- PAIN0169-001 06/01/2020
FRESNO, KINGS, MADERA, MARIPOSA AND MERCED COUNTIES:
Rates Fringes
GLAZIER..........................$ 40.00 26.76
---------------------------------------------------------------- PAIN0169-005 01/01/2021
ALAMEDA CONTRA COSTA, MONTEREY, SAN BENITO, SAN FRANCISCO, SAN
MATEO, SANTA CLARA & SANTA CRUZ COUNTIES
Rates Fringes
GLAZIER..........................$ 53.07 31.15
---------------------------------------------------------------- PAIN0294-004 01/01/2021
FRESNO, KINGS AND MADERA COUNTIES
Rates Fringes
PAINTER
Brush, Roller...............$ 31.36 20.33
Drywall Finisher/Taper......$ 40.10 25.00
FOOTNOTE:
Spray Painters & Paperhangers recive $1.00 additional per hour. Painters doing Drywall Patching receive $1.25
additional per hour. Lead Abaters & Sandblasters receive $1.50 additional per hour. High Time - over 30 feet (does not include work from a lift) $0.75 per hour additional. ---------------------------------------------------------------- PAIN0294-005 01/01/2021
FRESNO, KINGS & MADERA
Rates Fringes
SOFT FLOOR LAYER.................$ 34.55 21.67
---------------------------------------------------------------- PAIN0767-001 01/01/2021
CALAVERAS, SAN JOAQUIN, STANISLAUS AND TUOLUMNE COUNTIES:
Rates Fringes
GLAZIER..........................$ 41.51 31.36
PAID HOLIDAYS: New Year's Day, Martin Luther King, Jr. Day, President's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, and Christmas Day.
Employee rquired to wear a body harness shall receive $1.50 per hour above the basic hourly rate at any elevation.
---------------------------------------------------------------- PAIN1176-001 07/01/2020
HIGHWAY IMPR0VEMENT
Rates Fringes
Parking Lot Striping/Highway
Marking:
GROUP 1.....................$ 38.48 16.88
GROUP 2.....................$ 32.71 16.88
GROUP 3.....................$ 33.09 16.88
CLASSIFICATIONS
GROUP 1: Striper: Layout and application of painted traffic stripes and marking; hot thermo plastic; tape, traffic
stripes and markings
GROUP 2: Gamecourt & Playground Installer
GROUP 3: Protective Coating, Pavement Sealing
---------------------------------------------------------------- PAIN1237-003 01/01/2021
CALAVERAS; SAN JOAQUIN COUNTIES; STANISLAUS AND TUOLUMNE COUNTIES:
Rates Fringes
SOFT FLOOR LAYER.................$ 41.81 23.39
---------------------------------------------------------------- PLAS0066-002 07/01/2019
ALAMEDA, CONTRA COSTA, SAN MATEO AND SAN FRANCISCO COUNTIES:
Rates Fringes
PLASTERER........................$ 42.41 30.73
---------------------------------------------------------------- PLAS0300-001 07/01/2018
Rates Fringes
PLASTERER
AREA 188: Fresno...........$ 32.70 31.68
AREA 224: San Benito,
Santa Clara, Santa Cruz.....$ 32.88 31.68
AREA 295: Calaveras & San
Joaquin Couonties...........$ 32.70 31.68
AREA 337: Monterey County..$ 32.88 31.68
AREA 429: Mariposa,
Merced, Stanislaus,
Tuolumne Counties...........$ 32.70 31.68
---------------------------------------------------------------- PLAS0300-005 07/01/2016
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 32.15 23.27
---------------------------------------------------------------- PLUM0038-001 07/01/2021
SAN FRANCISCO COUNTY
Rates Fringes
PLUMBER (Plumber,
Steamfitter, Refrigeration
Fitter)..........................$ 79.00 46.01
---------------------------------------------------------------- PLUM0038-005 07/01/2021
SAN FRANCISCO COUNTY
Rates Fringes
Landscape/Irrigation Fitter
(Underground/Utility Fitter).....$ 67.15 32.67
---------------------------------------------------------------- PLUM0062-001 10/01/2021
MONTEREY AND SANTA CRUZ COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER............$ 46.50 37.80
---------------------------------------------------------------- PLUM0159-001 07/01/2019
CONTRA COSTA COUNTY
Rates Fringes
Plumber and steamfitter
(1) Refrigeration...........$ 56.93 41.04
(2) All other work..........$ 57.82 41.04
---------------------------------------------------------------- PLUM0246-001 07/01/2021
FRESNO, KINGS & MADERA COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER............$ 44.15 36.64
---------------------------------------------------------------- PLUM0246-004 01/01/2017
FRESNO, MERCED & SAN JOAQUIN COUNIES
Rates Fringes
PLUMBER (PIPE TRADESMAN).........$ 13.00 10.74
PIPE TRADESMAN SCOPE OF WORK:
Installation of corrugated metal piping for drainage, as well as installation of corrugated metal piping for culverts in connection with storm sewers and drains; Grouting, dry
packing and diapering of joints, holes or chases including paving over joints, in piping; Temporary piping for dirt work for building site preparation; Operating jack hammers, pavement breakers, chipping guns, concrete saws and spades to cut holes, chases and channels for piping systems;
Digging, grading, backfilling and ground preparation for all types of pipe to all points of the jobsite; Ground
preparation including ground leveling, layout and planting of shrubbery, trees and ground cover, including watering, mowing, edging, pruning and fertilizing, the breaking of concrete, digging, backfilling and tamping for the
preparation and completion of all work in connection with lawn sprinkler and landscaping; Loading, unloading and
distributing materials at jobsite; Putting away materials in storage bins in jobsite secure storage area; Demolition of piping and fixtures for remodeling and additions;
Setting up and tearing down work benches, ladders and job shacks; Clean-up and sweeping of jobsite; Pipe wrapping and waterproofing where tar or similar material is applied for protection of buried piping; Flagman
---------------------------------------------------------------- PLUM0342-001 07/01/2021
ALAMEDA & CONTRA COSTA COUNTIES
Rates Fringes
PIPEFITTER
CONTRA COSTA COUNTY.........$ 69.95 44.00
PLUMBER, PIPEFITTER,
STEAMFITTER
ALAMEDA COUNTY..............$ 69.95 44.00
---------------------------------------------------------------- PLUM0355-004 07/01/2021
ALAMEDA, CALAVERAS, CONTRA COSTA, FRESNO, KINGS, MADERA,
MARIPOSA, MERCED, MONTEREY, SAN BENITO, SAN JOAQUIN, SAN MATEO, SANTA CLARA, SANTA CRUZ, STANISLAUS, AND TUOLUMNE COUNTIES:
Rates Fringes
Underground Utility Worker
/Landscape Fitter...........$ 30.90 16.80
---------------------------------------------------------------- PLUM0393-001 07/01/2021
SAN BENITO AND SANTA CLARA COUNTIES
Rates Fringes
PLUMBER/PIPEFITTER...............$ 68.76 46.63
---------------------------------------------------------------- PLUM0442-001 07/01/2021
CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS & TUOLUMNE
COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER............$ 47.50 33.39
---------------------------------------------------------------- PLUM0467-001 07/01/2021
SAN MATEO COUNTY
Rates Fringes
Plumber/Pipefitter/Steamfitter...$ 73.10 38.61
---------------------------------------------------------------- ROOF0027-002 09/01/2021
FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
ROOFER...........................$ 37.01 14.61
FOOTNOTE: Work with pitch, pitch base of pitch impregnated products or any material containing coal tar pitch, on any building old or new, where both asphalt and pitchers are used in the application of a built-up roof or tear off:
$2.00 per hour additional.
---------------------------------------------------------------- ROOF0040-002 08/01/2021
SAN FRANCISCO & SAN MATEO COUNTIES:
Rates Fringes
ROOFER...........................$ 46.38 20.94
---------------------------------------------------------------- ROOF0081-001 08/01/2021
ALAMEDA AND CONTRA COSTA COUNTIES:
Rates Fringes
Roofer...........................$ 47.17 19.86
---------------------------------------------------------------- ROOF0081-004 08/01/2020
CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS AND TUOLUMNE COUNTIES:
Rates Fringes
ROOFER...........................$ 39.73 19.11
---------------------------------------------------------------- ROOF0095-002 08/01/2020
MONTEREY, SAN BENITO, SANTA CLARA, AND SANTA CRUZ COUNTIES:
Rates Fringes
ROOFER
Journeyman..................$ 46.54 20.69
Kettle person (2 kettles);
Bitumastic, Enameler, Coal
Tar, Pitch and Mastic
worker......................$ 48.54 20.69
---------------------------------------------------------------- SFCA0483-001 08/02/2021
ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND SANTA CLARA COUNTIES:
Rates Fringes
SPRINKLER FITTER (FIRE)..........$ 70.99 34.85
---------------------------------------------------------------- SFCA0669-011 04/01/2021
CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, MONTEREY,
SAN BENITO, SAN JOAQUIN, SANTA CRUZ, STANISLAUS AND TUOLUMNE COUNTIES:
Rates Fringes
SPRINKLER FITTER.................$ 40.36 26.15
---------------------------------------------------------------- SHEE0104-001 07/01/2020
AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO, SANTA CLARA
AREA 2: MONTEREY & SAN BENITO
AREA 3: SANTA CRUZ
Rates Fringes
SHEET METAL WORKER
AREA 1:
Mechanical Contracts
under $200,000.............$ 55.92 45.29
All Other Work.............$ 64.06 46.83
AREA 2......................$ 52.90 36.44
AREA 3......................$ 55.16 34.18
---------------------------------------------------------------- SHEE0104-003 07/01/2021
CALAVERAS AND SAN JOAQUIN COUNTIES:
Rates Fringes
SHEET METAL WORKER...............$ 44.34 39.22
---------------------------------------------------------------- SHEE0104-005 07/01/2021
MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES:
Rates Fringes
SHEET METAL WORKER (Excluding
metal deck and siding)...........$ 41.28 45.41
---------------------------------------------------------------- SHEE0104-007 07/01/2021
FRESNO, KINGS, AND MADERA COUNTIES:
Rates Fringes
SHEET METAL WORKER...............$ 44.07 40.79
---------------------------------------------------------------- SHEE0104-015 07/01/2020
ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN FRANCISCO, SAN MATEO, SANTA CLARA AND SANTA CRUZ COUNTIES:
Rates Fringes
SHEET METAL WORKER (Metal
Decking and Siding only).........$ 44.45 35.55
---------------------------------------------------------------- SHEE0104-018 07/01/2020
CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS AND TUOLUMNE COUNTIES:
Rates Fringes
Sheet metal worker (Metal
decking and siding only).........$ 44.45 35.55
---------------------------------------------------------------- TEAM0094-001 07/01/2021
Rates Fringes
Truck drivers:
GROUP 1.....................$ 35.15 31.42
GROUP 2.....................$ 35.45 31.42
GROUP 3.....................$ 35.75 31.42
GROUP 4.....................$ 36.10 31.42
GROUP 5.....................$ 36.45 31.42
FOOTNOTES:
Articulated dump truck; Bulk cement spreader (with or without auger); Dumpcrete truck; Skid truck (debris box); Dry
pre-batch concrete mix trucks; Dumpster or similar type; Slurry truck: Use dump truck yardage rate.
Heater planer; Asphalt burner; Scarifier burner; Industrial lift truck (mechanical tailgate); Utility and clean-up
truck: Use appropriate rate for the power unit or the
equipment utilized.
TRUCK DRIVER CLASSIFICATIONS
GROUP 1: Dump trucks, under 6 yds.; Single unit flat rack (2- axle unit); Nipper truck (when flat rack truck is used
appropriate flat rack shall apply); Concrete pump truck (when flat rack truck is used appropriate flat rack shall apply); Concrete pump machine; Fork lift and lift jitneys; Fuel and/or grease truck driver or fuel person; Snow buggy; Steam cleaning; Bus or personhaul driver; Escort or pilot car driver; Pickup truck; Teamster oiler/greaser and/or serviceperson; Hook tender (including loading and
unloading); Team driver; Tool room attendant (refineries) GROUP 2: Dump trucks, 6 yds. and under 8 yds.; Transit
mixers, through 10 yds.; Water trucks, under 7,000 gals.; Jetting trucks, under 7,000 gals.; Single-unit flat rack (3-axle unit); Highbed heavy duty transport; Scissor truck; Rubber-tired muck car (not self-loaded); Rubber-tired truck jumbo; Winch truck and ""A"" frame drivers; Combination winch truck with hoist; Road oil truck or bootperson;
Buggymobile; Ross, Hyster and similar straddle carriers; Small rubber-tired tractor
GROUP 3: Dump trucks, 8 yds. and including 24 yds.; Transit mixers, over 10 yds.; Water trucks, 7,000 gals. and over; Jetting trucks, 7,000 gals. and over; Vacuum trucks under 7500 gals. Trucks towing tilt bed or flat bed pull
trailers; Lowbed heavy duty transport; Heavy duty transport tiller person; Self- propelled street sweeper with
self-contained refuse bin; Boom truck - hydro-lift or
Swedish type extension or retracting crane; P.B. or similar type self-loading truck; Tire repairperson; Combination bootperson and road oiler; Dry distribution truck (A
bootperson when employed on such equipment, shall receive the rate specified for the classification of road oil
trucks or bootperson); Ammonia nitrate distributor, driver and mixer; Snow Go and/or plow
GROUP 4: Dump trucks, over 25 yds. and under 65 yds.; Water pulls - DW 10's, 20's, 21's and other similar equipment when pulling Aqua/pak or water tank trailers; Helicopter pilots (when transporting men and materials); Lowbedk Heavy Duty Transport up to including 7 axles; DW10's, 20's, 21's and other similar Cat type, Terra Cobra, LeTourneau Pulls, Tournorocker, Euclid and similar type equipment when
pulling fuel and/or grease tank trailers or other
miscellaneous trailers; Vacuum Trucks 7500 gals and over and truck repairman
GROUP 5: Dump trucks, 65 yds. and over; Holland hauler; Low bed Heavy Duty Transport over 7 axles
---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================ Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).
---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union, which prevailed in the survey for this
classification, which in this example would be Plumbers 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.
Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Division National Office Branch of Wage Surveys. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISION"
ORG OBJECT PROJECT
FUND CODE CODE CODE DESCRIPTION (+) (-)
Airport 20503510 4419 CalTrans Aeronautic Grant $ 18,917 Airport 20253510 4450 Grant/Capital Grant $ 796,659
Airport 20253510 4900 Budgetary Carryover 115,263
Airport 20253510 6440 Contracted Services 58,219
Airport 20253510 7050 Construction/Infrastructure 834,786
EXHIBIT B
CITY OF MADERA
Budget Amendment: Res. 25-______
Budget Adjustments for Fiscal Year 2025/26 Project AIR-00008 1 Madera City Council Agenda
September 17, 2025
Agenda Item E-1
Selecting Recipients for October Proclamations
Recommendation: Request for Council’s Selection of Recipients for the following Proclamations: Breast Cancer Awareness Month, Indigenous People’s Day, Domestic Violence Awareness Month (Report by Alicia Gonzales)
There is no written report for this item.
REPORT TO CITY COUNCIL
Council Meeting of: September 17, 2025
Agenda Number: ___________
Keith Helmuth, Department Director
Arnoldo Rodriguez, City Manager
SUBJECT:
Domestic Well Mitigation Program (DWMP)
RECOMMENDATION:
Receive update and provide direction regarding information provided as part of this report to City Council
SUMMARY:
During the City Council (Council) meeting of September 3, 2025, Council received a status update relative to the DWMP process. As part of the staff report and presentation, it was noted that progress on a DWMP that included all seven Madera Subbasin GSAs or even a reduced four member DWMP that included the City, Madera Irrigation District (MID), Madera County (County), and Madera Water District (MWD) had reached an impasse. This was the result of a statement by MID during the meeting which indicated their intent to move toward a Proximity based approach that possibly included the City and MWD. As such, the current likely makeup of DWMPs appears to be:
Gravelly Ford Water District (GFWD)
Root Creek Water District (RCWD)
New Stone Water District (NWSD)
County
City, MID and MWD
Approved by:
Groundwater Sustainability Agency
E-2
DISCUSSION:
Council, as part of the September 3, 2025 meeting, did not express any compelling opinions one way or the other relative to partnering with MID and MWD. Council did, however, not wish to close the door to a possible partnering with the County until a conclusion such as an agreement is reached with MID. Further, based on direction from Council, staff indicated it would discuss possible pathways to a joint DWMP with the County should a partnership with MID and MWD not come to fruition.
Staff’s discussion with MID illustrated the willingness of County staff to consider a joint City County DWMP. But, indicated certain goals of the City are either not likely or might not be resolved without additional discussion and deliberations by County Supervisors. One example included the City request for recognition of projects completed. It was indicated the reduction from 2% share to 1% was not likely acceptable.
Council also provided feedback with regard to the draft Framework Agreement for Uniform Domestic Well Mitigation Implementation in the Madera Subbasin of the San Joaquin Valley Groundwater Basin (Agreement) that is intended to provide standards for how GSA DWMPs, individual or partnered, be structured.
Six of the GSAs, met on Monday, September 8, 2025 to discuss any comments or proposed edits to the draft Agreement. GFWD did not attend the meeting. There were a number of comments relative to the draft Agreement in addition to those provided by Council. The revised draft (See Attachment 1) includes those edits that GSA staffs felt were reasonable. One of the comments from the City however elicited more discussion than anticipated. The City comment sought agreement that changes in GSA or partner boundaries would not result in changes in responsibility for cost of well mitigation. MID indicated they did not feel it was a reasonable comment but did not choose to formally object to it. One argument against it was that annexation of the wells should not be any different as annexation usually brings other costly improvements that can include streets and utilities. Staff countered that those are public improvements that are well known at the time of annexation consideration. Wells are not public improvements. The County, however, simply objected to this provision being included. In response, Staff indicated it would check back in with Council to determine if there is any flexibility in this provision.
The revised Agreement itself, is visibly less onerous in terms of securing overall acceptance seven different GSA with obvious differences of opinion on multiple topics. Of note, the Agreement now:
Includes an acknowledgement that failure to implement a DWMP by any GSA could result in a conclusion that the Madera Subbasin has an Undesirable Result by California Department of Water Resources (DWR) and possible State intervention. While the language is less than definitive, it’s intent seems clear. The language regarding annexation was apparently clarified by the mediator in favor of the objection by the County as a result of the discussion.
Based on this report, staff is asking Council to:
Consider the discussion between City and County staff regarding possible alternative to partnering.
Provide direction to staff related to partnering with MID and MWD. Should staff accept or pursue the original offerfrom MID based on the current understanding? As a reminder, the following represents what has currently been discussed with MID and MWD:
o Acceptance of 1% impact or about $80,000 first year.
o Likely continuation of management costs beyond completion of City projects – Costs are unknown at this point beyond a desire to accelerate determination of dry well and subsequent mitigation.
o Simplified determination of what represents a dry well – Goal is to establish well is dry purely from dropping water table.
Consider the County’s objection to language in the Agreement relative to annexation of acreage that includes domestic wells.
FINANCIAL IMPACT:
It is not anticipated there would be any immediate impacts to the General Fund so long as cost of mitigation is built into the Water Fund as part of the next rate study.
ALTERNATIVES:
Alternatives include:
Not participate in DWMP – As stated in previous Council meetings, it was staff’s belief that this would likely be in violation of the SGMA and may result in litigation with one or more GSAs. The current statement of three GSAs to not participate and a statement from DWR staff that they may be conceding to the use of multiple GSA DWMPs within the subbasin may test this supposition.
A decision by the City to adopt its own DWMP - Such a decision comes with responsibility for managing a program and mitigating cost of all dry wells that occur in the City limits.
Staff does not at present have a working theory on the cost of such a program beyond that presented in previous Council meetings. At $35,000 per well combined with unknown management costs of a single agency, there appears to be a high likelihood the budgetary cost of wells would be substantially more than partnering. There may also be additional inherent risk that the program last longer regardless of whether the City is balanced or not as lack of progress by other GSAs may affect the City’s GSA.
ATTACHMENTS:
1. Framework Agreement for Uniform Domestic Well Mitigation Implementation Attachment 2
Draft Framework Agreement for Uniform Domestic Well Mitigation Implementation
Date: XX, 2025
To: TBD – DWR
Subject: Framework Agreement for Uniform Domestic Well Mitigation Implementation in the Madera Subbasin of the San Joaquin Valley Groundwater Basin The signatories to this Agreement represent all seven Groundwater Sustainability Agencies (GSA) in the Madera Subbasin (Subbasin) of the San Joaquin Groundwater Basin (5-022.06 Madera) and include: County Of Madera GSA (“County”), City Of Madera GSA (“City”), Madera /ƌƌŝŐĂƟŽŶŝƐƚƌŝĐƚGSA ;͞D/͟Ϳ͕DĂĚĞƌĂtĂƚĞƌŝƐƚƌŝĐƚ GSA ;͞Dt͟Ϳ͕'ƌĂǀĞůůLJ&ŽƌĚtĂƚĞƌ ŝƐƚƌŝĐƚ GSA ;͞'&t͟Ϳ, New Stone tĂƚĞƌŝƐƚƌŝĐƚGSA (N^t) and Root Creek tĂƚĞƌŝƐƚƌŝĐƚ GSA (RCt), ĐŽůůĞĐƟǀĞůLJƌĞĨĞƌƌĞĚƚŽĂƐƚŚĞ͞GSAs,” or individually as a “GSA”.
This Agreement ĚĞĮŶĞƐ an agreed-ŽŶ&ƌĂŵĞǁŽƌŬĨŽƌuniform Subbasin-wide ŝŵƉůĞŵĞŶƚĂƟŽŶŽĨ ŽŵĞƐƟĐ tĞůůDŝƟŐĂƟŽŶ͘dŚĞ&ƌĂŵĞǁŽƌŬǁŝůůďĞŝŵƉůĞŵĞŶƚĞĚďLJƌĞƐƉĞĐƟǀĞGSAs, or groups of GSAs, ƚŽŵŝƟŐĂƚĞŝŵƉĂĐƚƐĞdžƉĞƌŝĞŶĐĞĚďLJĚŽŵĞƐƟĐǁĂƚĞƌƵƐĞƌƐǁŚŽƐĞǁĞůůƐŚĂǀĞŐŽŶĞĚƌLJ due to declining groundwater levels ŝŶƚŚĞ^ƵďďĂƐŝŶĚƵƌŝŶŐƚŚĞŝŵƉůĞŵĞŶƚĂƟŽŶƉĞƌŝŽĚ ;ĞĐĞŵďĞƌϯϭ͕2ϬϰϬͿŽƌƵŶƟůƐƵƐƚĂŝŶĂďŝůŝƚLJŝƐĂĐŚŝĞǀĞĚĂƐƐĞƚ-forth in the governing Groundwater Sustainability Plans (GSPs). It is mutually understood that failure to implement ĚŽŵĞƐƟĐǁĞůůŵŝƟŐĂƟŽŶŝŶĂŶLJƌĞƐƉĞĐƟǀĞ'^;ĂƐĂƌĞƐƵůƚŽĨůŽǁĞƌĞĚŐƌŽƵŶĚǁĂƚĞƌůĞǀĞůƐͿmay result in a lack of water availability for parcel inhabitants which may in turn ďĞĚĞĮŶĞĚďLJƚŚĞ ĂůŝĨŽƌŶŝĂĞƉĂƌƚŵĞŶƚŽĨtĂƚĞƌZĞƐŽƵƌĐĞƐ;tZͿĂƐĂŶhŶĚĞƐŝƌĂďůĞZĞƐƵůƚ͘dŚŝƐĐŽƵůĚƌĞƐƵůƚŝŶ ^ƚĂƚĞŝŶƚĞƌǀĞŶƟŽŶƚŽƚŚĞ^ƵďďĂƐŝŶƚŽĂĚĚƌĞƐƐƐĂŝĚĐŽŶĚŝƟŽŶƐ͘ dŚĞ&ƌĂŵĞǁŽƌŬŝƐĚĞĮŶĞĚĂƐŚĂǀŝŶŐƐƚĂƌƚĞĚŽŶƚŚĞĚĂƚĞŽĨƚŚĞůĂƐƚƐŝŐŶĂƚŽƌLJƚŽƚŚŝƐůĞƩĞƌŽƌďLJ :ĂŶƵĂƌLJϭ͕2Ϭ2ϲ;ǁŚŝĐhever ŽĐĐƵƌƐĮƌƐƚͿ͘
ϭ͘ Subbasin Eligibility͗tĞůůƐĞůŝŐŝďůĞĨŽƌŵŝƟŐĂƟŽŶŵƵƐƚďĞůŽĐĂƚĞĚǁŝƚŚŝŶƚŚĞůĞŐĂůďŽƵŶĚĂƌŝĞƐ of the Subbasin. Subbasin boundaries are available aƚƚŚĞĨŽůůŽǁŝŶŐhZ>ĂŶĚŽŶƚŚĞǁĞďƐŝƚĞƐ ŽĨƚŚĞƌĞƐƉĞĐƟǀĞ'^Ɛ͘
ŚƩƉƐ͗ͬͬƐŐŵĂ͘ǁĂƚĞƌ͘ĐĂ͘ŐŽǀͬǁĞďŐŝƐͬŝŶĚĞdž͘ũƐƉ͍ĂƉƉŝĚсŐĂƐŵĂƐƚĞƌΘƌnjсƚƌƵĞ /ŶƚŚĞĞǀĞŶƚƚŚĂƚĂůĂŶĚƉĂƌĐĞůŝƐĂŶŶĞdžĞĚĨƌŽŵŽŶĞ'^ŝŶƚŽĂŶŽƚŚĞƌ͕ƚŚĞŽƌŝŐŝŶĂů'^ŝŶ ǁŚŝĐŚƚŚĞƉĂƌĐĞůǁĂƐůŽĐĂƚĞĚƐŚĂůůŵĂŝŶƚĂŝŶŵŝƟŐĂƟŽŶƌĞƐƉŽŶƐŝďŝůŝƚLJĨŽƌƐĂŝĚƉĂƌĐĞůƚŚƌŽƵŐŚ ĞĐĞŵďĞƌϯϭ͕2ϬϰϬ͕ĂŌĞƌ ǁŚŝĐŚ'^ďŽƵŶĚĂƌŝĞƐĂƌĞĂŶƟĐŝƉĂƚĞĚƚŽďĞĮŶĂůŝnjĞĚŝŶƉĞƌƉĞƚƵŝƚLJ (unless tZ ĚĞĮŶĞƐĂƉĞƌŝŽĚŽĨƟŵĞĨŽƌďĂƐŝŶďŽƵŶĚĂƌLJŵŽĚŝĮĐĂƟŽŶ proposals in the future).
2. DŝƟŐĂƟŽŶEůŝŐŝďŝůŝƚLJ͗tĞůůƐĞůŝŐŝďůĞĨŽƌŵŝƟŐĂƟŽŶŵƵƐƚbe ĚŽŵĞƐƟĐǁĞůůƐƚŚĂƚŚĂǀĞůŽƐƚ ĐŽŶŶĞĐƟǀŝƚLJĚƵĞƚŽĚĞĐůŝŶŝŶŐƌĞŐŝŽŶĂůŐƌŽƵŶĚǁĂƚĞƌůĞǀĞůƐƌĞƐƵůƟŶŐĨƌŽŵ ŽǀĞƌĚƌĂŌ. No other ŝŵƉĂĐƚƐƚŽǁĞůůƐǁŝůůďĞĐŽŶƐŝĚĞƌĞĚĂƐĂďĂƐŝƐĨŽƌŵŝƟŐĂƟŽŶ͘ ϯ͘ DŝƟŐĂƟŽŶ Costs͗DŝƟŐĂƟŽŶŽĨĂǁĞůůǁŝůůŚĂǀĞĂŵĂdžŝŵƵŵƌĞŝŵďƵƌƐĞŵĞŶƚŽĨΨϯ5,000 for the cost of drilling a new well only. ŶŶƵĂůǁĞůůŵŝƟŐĂƟŽŶ costs ǁŝůůďĞĂĚũƵƐƚĞĚĂŶŶƵĂůůLJĨŽƌ ŝŶŇĂƟŽŶĂƚĂƌĂƚĞŶŽƚƚŽĞdžĐĞĞĚϯйƉĞƌLJĞĂƌ͘
ϰ͘ DŝƟŐĂƟŽŶ&ƌĞƋƵĞŶĐLJ͗ tĞůůƐĨŽƵŶĚĞůŝŐŝďůĞǁŝůůďĞŵŝƟŐĂƚĞĚŽŶĐe ĂŶĚƐĂŝĚŵŝƟŐĂƟŽŶǁŝůůďĞ recorded on the property deed͘ŶLJƐƵďƐĞƋƵĞŶƚŝŵƉĂĐƚƐƚŽĂǁĞůůƉŽƚĞŶƟĂůůLJƌĞƋƵŝƌŝŶŐ ĂĚĚŝƟŽŶĂůŵŝƟŐĂƟŽŶǁŝůůďĞĐŽŶĚƵĐƚĞĚĂƚƚŚĞproperty ŽǁŶĞƌ͛ƐĞdžƉĞŶƐĞ͘
5. DŝƟŐĂƟŽŶWƌŽǀŝĚĞƌ͗EůŝŐŝďůĞŵŝƟŐĂƟŽŶǁŝůůďĞƉƌŽǀŝĚĞĚďLJƚŚĞƌĞƐƉĞĐƟǀĞ'^ŝŶǁŚŝĐŚƚŚĞ ǁĞůůŝƐůŽĐĂƚĞĚ͘KĸĐŝĂůďŽƵŶĚĂƌŝĞƐŽĨĂ'^ĐĂŶďĞĨŽƵŶĚŽŶƚŚĞǁĞďƐŝƚĞŽĨĂƌĞƐƉĞĐƟǀĞ GSA.
6. WƵďůŝĐŝƐĐůŽƐƵƌĞ: Each GSA will convene a public ŵĞĞƟŶŐ ƚŽĚŝƐĐƵƐƐĂŶŶƵĂůŵŝƟŐĂƟŽŶ ĐŽŶĚŝƟŽŶƐ, present an annual summary to the public, and solicit public input. dŚĞĚŽŵĞƐƟĐ ǁĞůůŵŝƟŐĂƟŽŶŝŶĨŽƌŵĂƟŽŶǁŝůůďĞŝŶĐůƵĚĞĚŝŶƚŚĞŶŶƵĂůZĞƉŽƌƚƐ ŽĨƚŚĞƌĞƐƉĞĐƟǀĞ'^Ɛ.
7. Public Outreach: The GSAs in the Subbasin agree to coordinated and consistent public outreach͕ƚŽƚŚĞĞdžƚĞŶƚƉŽƐƐŝďůĞ͕ƌĞŐĂƌĚŝŶŐĚŽŵĞƐƟĐǁĞůůŵŝƟŐĂƟŽŶŝŶƚŚĞ^ƵďďĂƐŝŶ.