appendix k geotechnical report - bidnet

A P P E N D I X K

G E O T E C H N I C A L R E P O R T

Construction Material Testing/Inspection Environmental Geotechnical Engineering Services

Orange County 17782 Georgetown Lane

Huntington Beach, California 92647

Tele: (714) 375-3830

Fax: (714) 375-3831

San Bernardino County 14163 Arrow Boulevard

Fontana, California 92335

Tele: (909) 284-9200

Fax: (909) 284-9201

March 8, 2017

Mr. Andrew Ferrigno, P.E.

City of Huntington Beach

Department of Public Works

2000 Main Street

P.O. Box 190


Subject: Geotechnical Response to Caltrans Comments of 2/15/17

First Response for Caltrans Encroachment Permit Submittal

Relocation of WOCWB Feeder No. 2

Springdale Street/Mahogany Avenue to Willow

Avenue/Westminster Boulevard

Westminster, California

AESCO Project No. 20160775-E4931

Dear Mr. Ferrigno:

AESCO is pleased to provide you with our geotechnical response to the Caltrans comments

dated February 15, 2017, related to the encroachment permit submittal for the proposed water

line installation to be constructed at the subject site. The water line will run beneath the I-405

freeway as part of the line relocation required before widening of the I-405 freeway commences.

A 42-inch steel casing will be installed by microtunnelling, with the top of pipe at about 5 feet

below the ground surface beneath the I-405. The Caltrans comment letter is attached.

The first submittal to Caltrans for the encroachment permit did not include a copy of the

geotechnical report prepared by AESCO. Therefore, the Caltrans comments referred to the

geotechnical report requirements. The project was designed based on the geotechnical

investigation and the recommendations provided in the report. Borings were drilled outside the

Caltrans Right-of-Way, one at the tunneling pit and one at the receiving pit.

The Caltrans comments are discussed below.

Matthew Cugini Comment

Comment: The permittee should complete a geotechnical investigation of the site and show to the

State’s satisfaction that the permittee’s proposed work and method of construction within the

State’s Right of way will not impact the roadway and associated facilities.

AESCO Project 20160775-E4931


Response: AESCO has performed a geotechnical investigation for the site, including addressing

the water line installation beneath the I-405, which will be submitted to Caltrans. The method of

installation being considered by the designer beneath the I-405 is microtunnelling due to the

shallow ground water table in the area. This method can be carefully monitored during

tunnelling and surface settlement monitoring will be performed, as directed by Caltrans.

Utin Nwe Comments

Comment: 2. Geotechnical report including recommendation on the feasibility of installation of

30” diameter carrier water main pipe with 42” steel casing by the proposed microtunnelling

method under freeway 405 shall be submitted.

Geotechnical evaluation by a geotechnical engineer to determine the following shall be

submitted and the geotechnical report shall be prepared and signed by a geotechnical engineer.

a)Boring logs & plan locations of borings and cross sections, subsurface strata, fill and ground

water elevations

b)Particle size distribution (particularly percent rock and cobble,)

c)Cohesion indexes, internal angle of friction, and soil classification,

d)Plastic and liquid limits (clays), expansion index (clays), soil density, and penetration tests.

Response: AESCO drilled borings and sampled soils using both a Standard Penetration Test

sampler and a Modified California sampler to maximum depths of 25 feet below grade. Silty

sands and sandy silts were encountered at the pit areas. Appropriate gradation, strength, and

classification tests were performed. The test results were summarized on the boring logs and in

the Appendix of the geotechnical report.

Comment: e) Rock strength; rock joint fracture and orientation, water table levels, and soil

permeability,

Response: Bedrock was not encountered at the site and is not expected. The groundwater table

was identified during drilling and was shown on the boring logs. The dewatering system, where

soil permeability is required, will be designed by the Contractor’s dewatering consultant.

Comment: f) Areas of suspected and known contamination should also be noted and

characterized.

Response: AESCO’s scope of work did not include an environmental contamination

investigation component. However, there was no visual or odor indication of contaminated soils

during drilling of the borings. In addition, Aerially Deposited Lead (ADL) may also be present

in the surficial soils adjacent to the I-405. Caltrans and Cal EPA, Department of Toxic

Substances Control (DTSC) have concluded that that ADL is typically detected at maximum

depths of 2 to 3 feet and within about 20 to 30 feet of the edges of the roadway. Even though the

water line will be deeper than a depth of 3 feet, the Contractor will be responsible for the ADL

study and soil sampling prior to construction. The soils should be tested for total and soluble

lead and disposal or reuse should be in accordance with Caltrans Standard Specifications (2015)


Orange County 17782 Georgetown Lane Huntington Beach, California 92647 Tele: (714) 375-3830 Fax: (714) 375-3831

San Bernardino County 14163 Arrow Boulevard Fontana, California 92335 Tele: (909) 284-9200 Fax: (909) 284-9201

GEOTECHNICAL REPORT RELOCATION OF WOCWB FEEDER NO. 2

TRANSMISSION MAIN SPRINGDALE STREET/MAHOGANY AVENUE TO WILLOW

AVENUE/WESTMINSTER BOULEVARD WESTMINSTER, CA

AESCO PROJECT NO. 20160775-E2759

Prepared for:

City of Huntington Beach Department of Public Works

2000 Main Street Huntington Beach, CA 92648

Attention: Mr. Andy Ferrigno, P.E.

Prepared By:

AESCO 17782 Georgetown Lane


Adam Chamaa, P.E., Manager

July 22, 2016 Revised March 8, 2017


Orange County 17782 Georgetown Lane Huntington Beach, California 92647 Tele: (714) 375-3830 Fax: (714) 375-3831

San Bernardino County 14163 Arrow Boulevard Fontana, California 92335 Tele: (909) 284-9200 Fax: (909) 284-9201

July 22, 2016 Revised March 8, 2017 Mr. Andy Ferrigno, P.E. City of Huntington Beach Department of Public Works 2000 Main Street P.O. Box 190 Huntington Beach, CA 92648 Subject: Geotechnical Report

Relocation of WOCWB Feeder No. 2 Springdale Street/Mahogany Avenue to Willow Avenue/Westminster Boulevard Westminster, California

AESCO Project No. 20160775-E2759 Dear Mr. Farjo: AESCO is pleased to provide you three (3) copies of the geotechnical report for the proposed sewer installation to be constructed at the subject site. AESCO will be happy to assist you further on this project by furnishing any Construction Materials Testing and Inspection Services you may require during the construction phase of the project. We are a full service-testing laboratory and inspection service and can supply the full range of testing and inspection services such as soils, concrete, asphalt, steel, welding, etc. that may be necessary for construction of this project.

TABLE OF CONTENTS Project No. 20160775-E2759

AESCO Corporation i

Section 1 Introduction ..................................................................................................................... 1-1

Section 2 Field Investigation and Laboratory Testing ................................................................. 2-1

2.1 Field Investigation ................................................................................... 2-1 2.2 Laboratory Testing ................................................................................... 2-1

Section 3 Site Conditions ............................................................................................................... 3-1

3.1 Site and Subsurface Conditions ............................................................... 3-1

Section 4 Conclusions and Recommendations ............................................................................ 4-1

4.1 Water Line Installation ............................................................................ 4-1 4.1.1 Mahogany Avenue and Willow Lane Portions ............................ 4-1 4.1.2 405 Freeway Portion .................................................................... 4-2 4.1.3 Lateral Pressure for Thrust Block ................................................ 4-3 4.1.4 Differential Settlement ................................................................. 4-3

4.2 Excavation and Shoring ........................................................................... 4-3 4.3 Existing Utilities ...................................................................................... 4-4 4.4 Site Preparation and Earthwork ................................................................ 4-5

4.4.1 Dewatering ................................................................................... 4-6 4.4.2 Assessment of Adjacent Structures .............................................. 4-7 4.4.3 Vibrations during Construction.................................................... 4-7 4.4.4 Drainage ....................................................................................... 4-8

4.5 Soil Corrosivity ........................................................................................ 4-8 4.6 Asphaltic Concrete Pavement .................................................................. 4-9 4.7 Construction Observations and Field Testing .......................................... 4-9

Section 5 General Conditions ........................................................................................................ 5-1

5.0 Limitations ............................................................................................... 5-1

Appendix

Appendix A Site Vicinity Map

Appendix B Site Plan (Figure 1)

Appendix C Logs of Borings B-1 through B-3

Appendix D Laboratory Testing

Project No. 20160775-E2759

SECTION ONE Introduction

AESCO 1-1

1. Section 1 ONE Introduction

Geotechnical Report Relocation of WOCWB Feeder No. 2

Springdale Street/Mahogany Avenue to Willow Avenue/Westminster Boulevard Westminster, CA

This report (authorized by GHD), presents the results of a geotechnical investigation for a water line relocation project performed by AESCO to determine the existing soil conditions located at the two microtunnelling pit locations and at the beginning of the proposed new water line alignment at the intersection of Springdale Street and Mahogany Avenue. The boring locations and depths were established by the client as per AESCO proposal P5063, dated April 22, 2016. Borings were only completed at the microtunnelling pits and not for the portion of the alignment undercrossing the Interstate Highway 405. Borings were also not conducted along the proposed open trenched water line between Springdale Street and Mahogany Avenue, with the exception of the boring B-1 which was placed at the intersection of Springdale and Mahogany. A site vicinity map of the location of the project is included in Appendix A. The location of the proposed water installation is shown on the Site Plan, Figure 1. The project consists of construction of a new 30-inch diameter water main, consisting of cement mortar lined and tape coated (CML&TC) steel pipe with a cover depth of 4 to 8 feet below existing grade. The new line will begin at the existing main at the intersection of Springdale Street and Mahogany Avenue and run east beneath Mahogany Avenue for a distance of approximately 1,440 feet to Interstate Highway 405; cross under the freeway a distance of 375 feet (through a 42-inch diameter steel casing by microtunnelling) to the Willow Lane cul-de-sac; and north beneath Willow Lane a distance of about 550 feet connecting to the existing main at the intersection with Westminster Boulevard. An open cut and cover construction will likely be used in the Mahogany Avenue and Willow Lane portions of the pipe installation. A feasibility study of the project entitled, “Preliminary Alignment Study for the Relocation of Feeder No. 2,” was conducted by Harris and Associates, dated March 7, 2016. The scope of our services included the following:

Coordinating site access for the field investigation;

Obtaining utility clearances for the field investigation;

Obtaining an encroachment permit from the City of Westminster;

Performing limited geotechnical drilling and sampling at the site;

Performing traffic control at each drill location;

Project No. 20160775-E2759

SECTION ONE Introduction

AESCO 1-2

Performing laboratory testing of representative samples;

Preparing this report.

This report summarizes our findings and presents geotechnical recommendations for the design of the proposed water alignment.

Project No. 20160775-E2759

SECTION TWO Field Investigation and Laboratory Testing

AESCO 2-1

2. Section 2 TWO Field Investigation and Laboratory Testing

2.1 FIELD INVESTIGATION

A field investigation was conducted at the site on July 6, 2016 to obtain information concerning the existing subsurface soil conditions. Prior to performing the field investigation, AESCO obtained an encroachment permit from the City of Westminster. The field investigation consisted of drilling three hollow-stem auger borings (B-1 through B-3) to a maximum depth of 25 feet below the existing ground surface. Boring B-1 was drilled to a depth of 15 feet and borings B-2 and B-3 were drilled to a depth of 25 feet. The boring locations are shown on the Site Plan, Figures 1 in Appendix A. The site plan is based on the Project Location and Parameters (Figure 1) from the above-referenced Harris and Associates report. Boring depths and locations were in accordance with the request of the client. AESCO personnel logged the borings and visually classified and collected samples of the subsurface materials encountered in the borings. The Logs of Borings B-1 through B-3 are presented in Appendix C.

Drive samples were taken in the borings using a Standard Penetration Test (SPT) sampler and a Modified California (MC) sampler. The samplers were driven 18 inches into the bottom of the borehole using a 140-pound hammer falling a distance of 30 inches. All of the samples were sealed and packaged to help preserve the natural moisture content and to protect them from further disturbance.

2.2 LABORATORY TESTING

All testing was performed in accordance with ASTM Standards and California Test Methods. Laboratory testing performed in our Huntington Beach, California geotechnical laboratory consisted of moisture content (ASTM D2216), dry density (ASTM D7263), Atterberg Limits (ASTM D4318), direct shear (ASTM D3080), and washed sieve analysis (ASTM D1140). Results of the laboratory tests are summarized on the boring logs and included in Appendix C. Chemical analyses, including pH (ASTM D1293), soluble sulfates (CT417) and soluble chlorides (CT422) were also performed and the results are presented in Section 4.5.

Project No. 20160775-E2759

SECTION THREE Site Conditions

AESCO 3-1

3. Section 3 THREE Site Conditions

3.1 SITE AND SUBSURFACE CONDITIONS

The ground surface of the proposed alignment is generally covered with asphalt pavement and is relatively flat. The alignment crosses open ground and the 405 Freeway between Mahogany Lane and Willow Lane. Existing underground utilities are present within the site boundary.

The material beneath the asphaltic concrete pavement in boring B-1 consisted of loose silty sand to a depth of 8 feet underlain by soft to stiff sandy silt with clay to the total depth drilled of 15 feet beneath the existing ground surface. Loose to medium dense silty sand with minor gravel was encountered in boring B-2 beneath the asphaltic concrete pavement to a depth of 13 feet which was underlain by medium stiff to stiff sandy silt with clay to the total depth drilled of 25 feet. Loose silty sand was encountered to a depth of 5 feet in boring B-3 beneath the asphaltic concrete pavement which was underlain by soft to medium stiff sandy silt with clay to the total depth drilled of 25 feet.

The asphaltic concrete pavement sections of asphalt concrete (AC) and base (AB) encountered in the three borings consisted of the following:

Boring No. Thickness

(in.) AC AB

B-1 14 0 B-2 8 0 B-3 4 4

Groundwater was encountered at a depth ranging between 5 feet and 8 feet beneath the existing ground surface. Based on regional data, groundwater is anticipated to occur at a depth of approximately 10 feet (CGS, 1998). Depth to groundwater may fluctuate, depending on rainfall, possible groundwater recharge, sea water tidal level fluctuation, or pumping activity in the site vicinity. The AMSL elevation at the site is approximately 25 feet. For design purposes and construction activities, groundwater should be assumed to be at the ground surface.

Project No. 20160775-E2759

SECTION FOUR Conclusions and Recommendations

AESCO 4-1

4. ection 4 FOUR Conclusions and Recommendations

4.1 WATER LINE INSTALLATION

4.1.1 Mahogany Avenue and Willow Lane Portions

We anticipate that the water line will be constructed through open cut and cover conventional trenching methods for the Mahogany Avenue and Willow Lane portions of the pipe installation.

Soft layers exist below the proposed water line which will be subject to settlement if the existing conditions are altered during construction. Construction of the water line should be performed in sections less than 200 feet in length to prevent caving. Each section should be shored prior to excavation of the next section. The geotechnical engineer should be notified if dewatering is required prior to the installation of a well point system. Over-excavated material should not be placed along the top of shored excavations within a 1½:1 (h:v) upward projection from the base of the trench.

Bedding material should be placed to a minimum depth of 12 inches below the invert of the water pipe and should extend 12 inches over the top of the pipeline. Bedding should also be placed at least 6 to 8 inches on either side of the pipeline. The bedding should be a uniform material and may consist of compacted, free-draining sand with a sand equivalent (SE) greater than 30 and with less than 25 percent passing the No. 200 sieve, which should be used for bedding and shading of utilities. Filter fabric should be used to separate bedding material placed around the pipeline from the fine-grained in-place material to reduce the potential for piping and settlement. Placement of bedding material should be conducted at the same time on each side of the pipeline to ensure proper protection of the pipe. Flooding or jetting for placement and compaction of backfill is not recommended.

A modulus of soil reaction of 50 psi/in is recommended for estimating initial pipe deflections.

The water pipe should be installed with flexible couplings (such as gasketed joints) to prevent damage due to settlement of the pipe.

Imported material may be needed to provide suitable support for underground utilities and piping that may be installed. Any soft and/or unsuitable material encountered at the bottom of excavations for such facilities should be removed and be replaced with an adequate bedding material or a minimum 12 inches or crushed aggregate base enclosed inside geotextile fabric, such as Mirafi 1120N.

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AESCO 4-2

The contractor should become familiar with the subsurface information along the entire planned route of the new water line and it should be understood that this geotechnical report does not encompass the entire 1,440 lineal feet of the pipeline which will be installed with the open trench method.

Import material may be needed for backfill of utility and pipe trenches from one foot above the top of the pipe to the final ground surface, provided the material is free of organic matter and deleterious substances. Trench backfill should be mechanically placed and compacted in 8-inch lifts to at least 90 percent of the maximum dry density as determined by ASTM Test Method D 1557 (i.e. 90 percent relative compaction). Alternatively, a 2-sack sand cement slurry may be placed as backfill. In areas to be repaved, the relative compaction should be increased to 95 percent in the upper 3 feet. Where trenches are placed beneath slabs or footings the backfill shall satisfy the gradation and expansion index requirements of engineered fill (see Section 4.4). Flooding or jetting for placement and compaction of backfill is not recommended.

4.1.2 405 Freeway Portion

We understand that the water line portion beneath the 405 Freeway will be constructed through a microtunnelling method of installation due to shallow groundwater conditions. The pipe will be placed at a depth so that there will be 5 feet of cover above the top of the casing. It is anticipated that groundwater will be encountered within the microtunnelling and that the contractor should be prepared to dewater the open excavations during construction.

We assume that the excavations for the microtunnelling will extend approximately 5 feet below the bottom of the proposed water line (a maximum depth of 14feet). The tunnelling pit at the Willow Lane cul-de-sac will be approximately 40 feet by 24 feet and the receiving pit at Mahogany Avenue will be about 20 feet by 24 feet. The soils encountered are susceptible to caving or collapsing when unsupported.

The contractor should become familiar with the subsurface information encountered and it should be understood that our geotechnical report does not represent the difficulty of microtunnelling through the subsurface conditions which may be encountered within the limits of the proposed water line. The contractor should perform additional geotechnical investigations to determine construction techniques. It is the contractor’s sole responsibility to provide safe conditions and to design the appropriate dewatering system.

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4.1.3 Lateral Pressure for Thrust Block

Transferring thrust force to soil outside of the pipes through a thrust block will restrain thrust for buried pipelines. Thrust blocks may be designed using a design soil bearing pressure of 1200 psf, assuming a depth of cover of 4 to 8 feet below grade. Thrust block excavations should be backfilled with granular material in accordance with the requirements presented in the “Site Preparation and Earthwork” section of this report

4.1.4 Differential Settlement

Differential settlement of the new water line and connections should be anticipated. Movements of up to 6 inches should be accounted for and mitigated. The water line pipe should be installed with flexible couplings (such as, gasketed joints or other means) to prevent damage due to settlement of the pipe.

4.2 EXCAVATION AND SHORING

Temporary excavations should be evaluated in accordance with Cal-OSHA and Trench Safety Standards. Temporary cuts and trenches should not undermine support of structures or other improvements and setback requirements of governing jurisdictions and applicable building codes should be followed. All excavations should be kept moist and should be backfilled as soon as possible. Any disturbed soils should be replaced with compacted engineered fill. The contractor should perform their own geotechnical investigation to evaluate the condition of the subsurface materials to determine the most appropriate construction equipment and methods. The contractor should also become familiar with past activities within the project area and be aware that active and/or abandoned utilities, wells, and other buried objects may be encountered within the proposed water alignment. The contractor should take appropriate measures to brace all excavations and ensure the safety of workers within excavations. The upper loose to medium dense sandy soil will require sloped excavations (if possible) and/or shoring to prevent caving and/or sloughing. As this type of soil is susceptible to loss of ground, and undercutting during the excavation process, the contractor should be prepared to protect existing utilities and any other subsurface structures encountered by the use of support systems such as shoring, bracing, or underpinning to provide structural stability and to protect personnel within the excavation. All excavations deeper than 4 feet should be shored. The material can be classified as soil type (C) based on CAL-OSHA classification. Unshored temporary construction slopes should not be

Project No. 20160775-E2759


AESCO 4-4

steeper than 1½:1 (H:V). No vehicular traffic, construction materials, heavy equipment and excavated soil be placed within 1/3 of the slope height from the top of any excavation. For the proposed trench excavations, shoring may consist of soldier piles and lagging or another suitable system to retain the sides of the excavation. Shoring should be designed by a licensed engineer experienced in shoring design and submitted for our review. For the design of cantilever shoring, a minimum equivalent fluid pressure of 45H pcf per foot of depth below grade and above groundwater may be used, where (H) is the height in feet. For pressure below groundwater an equivalent pressure of 24H plus hydrostatic water pressure (62.4 H) should be used. For the design of braced shoring, we recommend such shoring be designed using a rectangular-shaped distribution of lateral earth pressure for a maximum earth pressure of 30 (in psf) above groundwater and maximum pressure of 25 psf below groundwater plus the hydrostatic water pressure of 62.4H. These values are based on the assumption that there are no surcharge loads, such as stockpiles of soil or construction materials, and that no loads act above a 1:1 (h:v) plane extending from the base of the shoring. If there are surcharge loads, then the effect of the loads should be considered on the lateral earth pressures.

For the design of soldier piles spaced at least three diameters on centers, the passive resistance of the soils adjacent to the piles may be assumed to be 150 psf per foot of embedment depth for the projected width of the pile, up to 1500 psf maximum. The effective width of soldier piles installed can be increased by an adjustment factor of 1.6. The soldier piles may be installed in drilled excavations. Soldier pile members placed in drilled holes should be properly backfilled with sand/cement slurry or lean concrete in order to develop the required passive resistance. The design of the shored excavation should be performed by an engineer knowledgeable and experienced with the on-site soil conditions. The contractor should be aware that slope height, slope inclination or excavation depths should in no case exceed those specified in local, state or federal safety regulations, e.g. CalOSHA Health and Safety Standards for Excavation, 29 CFR Part 1926, or successor regulations. Such regulations are strictly enforced and, if not followed, the owner or the contractor could be liable for substantial penalties and possible resulting damage.

4.3 EXISTING UTILITIES

The proposed alignment will be located at and near other existing utilities. Care should be exercised not to disturb the existing utilities and to support them during construction if they will be reused and will not be abandoned. We recommend that a two-sack slurry mix be used to

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AESCO 4-5

backfill excavation around surrounding utilities in the zone between two pipelines and within a maximum of 2 feet on either side of utility crossings.

4.4 SITE PREPARATION AND EARTHWORK

All grading and site preparation should be observed by experienced personnel reporting to the project Soil Engineer. Our field monitoring services are an essential continuation of our prior studies to confirm and correlate the findings and our prior recommendations with the actual subsurface conditions exposed during construction, and to confirm that suitable fill soils are placed and properly compacted.

The site should be cleared of vegetation, debris, concrete, organic matter, abandoned utility lines, contaminated soils (if any), and unsuitable material. The contractor may encounter difficulty with the soils at the bottom of the excavation due to possible wet soils and high groundwater. The bottom of the excavation shall be inspected by the Soil Engineer to confirm competent soil is reached. Overexcavation and backfill with bedding material or crushed aggregate base encased in geotextile may be required to provide a working platform for pipeline installation. Excavations greater than 4 feet deep should be cut to a gradient no steeper than 1½:1 (h:v). Excavations should not extend below an imaginary 1½:1 inclined plane projecting below the bottom edge of adjacent existing foundations and/or utilities unless properly shored or specifically analyzed further. All excavations should be observed by AESCO to confirm that all unsuitable material is removed from beneath the planned construction prior to placing fill.

The bottom of all non-trench excavations should be scarified to a depth of 6 inches, moisture conditioned to at least optimum water content, and compacted. Excavations below the final grade level should be properly backfilled using approved fill material. The backfill and any additional fill should be placed in loose lifts less than 8 inches thick, moisture conditioned to 0 to 4 percent above optimum water content, and compacted to a minimum of 90 percent relative compaction in accordance with ASTM D1557.

The backfill and any additional fill should be placed in loose lifts less than 8 inches thick, moisture conditioned to 0 to 4 percent above optimum water content, and compacted to 90 percent relative compaction. Alternatively, the excavation can be backfilled with a 2-sack sand-cement slurry. The top 3 feet of fill should be compacted to at least 95 percent relative compaction in areas to be repaved. Engineered fill above pipe bedding should consist of soils with a maximum particle size of 3 inches, at least 80 percent passing the ¾-inch sieve, a minimum sand equivalent of 30, a maximum of 25 percent passing the No. 200 sieve, and with

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AESCO 4-6

an expansion index not greater than 20. Fill materials should be free of construction debris, roots, organic matter, rubble, contaminated soils, and any other unsuitable or deleterious material as determined by the Soil Engineer. Imported material may be needed for compacted fill. We recommend that if imported fill material is used, it be reviewed for acceptability by the Soil Engineer prior to importing it to the site for use as engineered fill.

All repaving of the pavement sections removed shall be in accordance with the City of Westminster requirements. Both aggregate base and asphaltic concrete shall be compacted in thin lifts to a minimum of 95 percent relative compaction. A representative of the Soils Engineer should observe all excavation and compaction and confirm that the exposed materials are firm. If loose, spongy, soft or other unacceptable materials, including undocumented fill, are encountered in the subgrade they should be removed to firm materials as determined by the Soil Engineer’s representative and replaced with rock enwrapped in geotextile fabric, concrete or compacted engineered fill.

4.4.1 Dewatering

Groundwater was encountered at depths between 5 feet and 8 feet during our field exploration. Based on regional data, groundwater is anticipated to occur at a depth of approximately 10 feet (CGS, 1998). Depth to groundwater may fluctuate, depending on rainfall and possible groundwater recharge or pumping activity in the site vicinity. For design purposes, the groundwater should be assumed at the ground surface. Therefore, dewatering will be required for all open excavations more than 5 feet deep. The dewatering scheme likely will include pumping of groundwater from within the shoring system and installing of point wells outside the excavation to a depth of 20 feet below the existing ground surface. The screen opening of the point well should be designed to minimize pumping of the fine material. The screen opening should be based on the dewatering zone gradation. Filter sand should be installed in the annular space between the screen and the soils. The filter sand in the annular space should be a minimum of one diameter of the casing. Continuous monitoring of the dewatering wells shall remain in operation as long as the excavations are open. The dewatered groundwater should be lowered to a minimum of 3 feet below the depth of excavation; both inside and outside of the excavation. The dewatering system for the water lines should consist of rows on either side of the excavation with the goal of lowering the groundwater table to about 2 feet below the bottom of bedding. Care should be taken to not lower the groundwater table too much or adjacent structures may be adversely affected due to possible settlement. The dewatering system design should be performed by a licensed Civil Engineer and installed by a specialty dewatering contractor.

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It is important to install a tight shoring system and use a sump pump to remove water from the bottom of the excavation. Lowering of the water table may result in an increase in effective stresses and may induce settlement of the soils underlying adjacent structures less than 20 feet from the excavation. Monitoring wells should be installed outside of the excavation on all sides to monitor the impact of dewatering to the groundwater. The groundwater levels should be monitored frequently during the dewatering process. Existing structures in the vicinity of the planned excavation should be evaluated with regard to the foundation type and potential for settlement. Settlement monuments should be provided to monitor settlement-sensitive structures.

It is imperative that the dewatering system pumps be continuously maintained in order to ensure continuous operation. Should any pump accidentally shut off, there should be an alarm system or other type of notification to alert the contractor that the pumps are off and allow for immediate response, repair or replacement. Extreme construction difficulties are anticipated should the groundwater level rise and enter the excavation before the water line installation is completed.

Disposal of groundwater should be performed in accordance with guidelines of the Regional Water Quality Control Board. Design of the groundwater control system is the responsibility of the contractor

4.4.2 Assessment of Adjacent Structures

Adjacent structures (within 200 feet) should be monitored for vibrations and ground surface settlement due to construction. The monitoring program could include seismographs, groundwater observation wells, inclinometers, and other methods. Caltrans will require settlement monitoring of the I-405 freeway during the microtunnelling operations. Existing conditions should be documented prior to the start of construction. Documentation may include a crack survey, videotaping of deficiencies, floor level surveys, and other methods. The age and condition of existing utilities should also be documented.

4.4.3 Vibrations during Construction

Construction vibrations should be limited to a maximum of 0.2 inch per second to limit the amount of vibrations impacted by surrounding properties and settlement during construction. The use of seismographs located near residential properties in the vicinity of the construction can monitor the vibrations.

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4.4.4 Drainage

Surface water should be directed away from the excavation through positive drainage. Positive drainage can be accomplished by sloping the surface at an inclination of 2 percent or greater for a distance of 4 feet away from the structures. Runoff should be directed to an existing drainage system.

4.5 SOIL CORROSIVITY

The results of pH, soluble chloride, and soluble sulfate laboratory tests on a sample of the near surface soils are summarized in the following table:

Soil Test Test Results Corrosion Potential

Soluble Sulfates (per CA 417) 147 ppm Negligible sulfate attack on

concrete.

Soluble Chlorides (per CA 422) 192 ppm Very corrosive potential to

buried ferrous metals

pH 8.6 Severe corrosion potential to buried ferrous metals

B-1



concrete.



pH 7.3 Mild to moderate corrosion potential to buried ferrous

metals

B-2



concrete.



pH 8.5 Severe corrosion potential to buried ferrous metals

B-3

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AESCO 4-9

Concrete should be designed in accordance with the 2013 CBC, ACI 318 Section 4.3, Table 4.3.1 (2013). As the potential for sulfate attack on concrete appears negligible Type II Portland cement may be used with no maximum water to cement ratio for the purpose of sulfate attack abatement. The minimum compressive strength of concrete shall be 3,000 psi at 28 days and maximum slump during placement shall be five inches. All subgrade soils should be moistened to 125% of optimum moisture prior to the concrete pour. A qualified inspector, under the supervision of a professional engineer, shall inspect the concrete placement.

The test results indicate that the on-site soils can be classified as mild to severe corrosive potential to buried metallic structures (e.g. pipes). As a minimum, buried metal piping should be protected with suitable coatings, wrappings, or seals. As an alternative, utility piping may be buried in PVC lined trenches and backfilled with clean sand. The width of the trenches should be a minimum of three times the diameter of the pipes. A corrosion consultant should be retained if more detailed evaluation or a protection system is desired. AESCO recommends that additional corrosivity evaluation shall be performed during grading operations and for any imported fill to ensure that corrosivity characteristics have not changed.

4.6 ASPHALTIC CONCRETE PAVEMENT

All areas to be paved should be graded in accordance with the general recommendations for site grading presented in Section 4.4. The upper 3 feet of the subgrade should be compacted to a minimum relative compaction of 95 percent and should extend under paved areas approximately 3 feet laterally. Surface drainage should be provided to reduce moisture intrusion to the subgrade. We recommend that R-value tests be performed during grading to confirm the R-value for the pavement section indicated above. We recommend that the minimum structural pavement sections should match the existing pavement sections. The base course should be crushed aggregate base material conforming to Section 200-2.2 or 200-2.4, Standard Specifications for Public Works Construction. The aggregate base and asphaltic concrete should be compacted to at least 95 percent of the maximum dry density in accordance with ASTM D1557. All base materials should meet the applicable gradation and quality requirement of Caltrans Standard Specifications, latest edition, Sections 25 through 29.

4.7 CONSTRUCTION OBSERVATIONS AND FIELD TESTING

As Geotechnical Engineer of record, construction observation and field testing services are an essential continuation of this geotechnical study to confirm and correlate our findings and recommendations with the actual subsurface conditions exposed during construction. As such, to

Project No. 20160775-E2759


AESCO 4-10

maintain the status of Geotechnical Engineer of record, and to provide as-built construction details later, AESCO must be present to observe and provide testing during the following construction activities:

Excavation of all excavation bottoms and installation of shoring; Placement of all fill and backfill; Placement of asphaltic concrete and subgrade;

Dewatering system installation;

Vibration and settlement monitoring during slurry backfill.

Project No. 20160775-E2759

SECTION FIVE General Conditions

AESCO 5-1

5. Section 5 FIVE General Conditions

5.0 LIMITATIONS

It must be recognized that conclusions reached in this report are based on conditions, which exist at the boring location and are assumed to exist over the entire site. In any subsoil investigation, it is necessary to assume that the subsoil conditions between boring(s) do not change significantly. The number of the borings, locations, and spacing are chosen by the client based on a limited budget and access. Note that the boring(s) were placed in the general vicinity of the project and were based on the client’s direction. The boring locations are approximate and surveying is beyond the scope of our work. Consequently, careful observations must be made during construction to detect significant deviations of actual conditions throughout the construction area from those inferred from the exploratory borings.

In the event that any changes in design loads or structural characteristics are made, AESCO should be retained to review our original design recommendations and their applicability to the revised design plans. In this way, any required supplemental recommendations can be made in a timely manner. The information provided in this report is solely as a service to our client. AESCO does not assume responsibility for construction site safety or the contractor’s activities. Such responsibility is neither implied nor inferred.

Should any unusual conditions be encountered during construction, this office should be notified

immediately so that further investigations and supplemental recommendations can be made.

Geotechnical observations and testing should be provided on a continuous basis during grading,

excavation, shoring installation, dewatering system operations, and vibration monitoring during

construction of the water line replacement. If parties other than AESCO are engaged to provide

geotechnical services during construction they will be required to assume the full responsibility

for the geotechnical phase of the project by adhering to the recommendations of this report.

Analysis by:

Russell J. Scharlin, P.E., GE Senior Geotechnical Engineer

AESCO

Project: Location: WATER: Encountered at 5 Feet (Estimated)

Client: GHD DRILLING: Date: 07/06/16 Project No. Hollow Stem Auger

TESTS DESCRIPTION OF STRATUM SOIL DEPTH N= MOISTURE DRY LIQUID PLASTIC PLASTICITY PASSING EXPANSION

SYMBOL (FT) T= CONTENT DENSITY LIMITS LIMITS INDEX Strain 200 SIEVE COHESION ANGLE INDEX AMSL: 25 ft.P= % PCF % % % TSF % % PSF Deg 14" AC/0" Base

3

5

78

10

13

15

TUBE SAMPLE Ground Water Level Hydrostatic Ground Water Level N= SPT, BLOWS/FT REMARKS: AUGER SAMPLE T= THD,BLOWS/FT NP: Non Plastic Materials

C CALIFORNIA MODIFIED SAMPLER P= HAND PEN.,TSF * Remolded Samples SPLIT SPOON Blow Counts Corrected for California Modified Sampler

NO RECOVERY SM ML (0.6 multipiler)

NP NP NP

Approximate Division of Soil Type

4 81.8 Stiff, increase in clay content at 13'

Boring Terminated at 15 Feet

C N=12P=1.0 32.4 93.8 25 21

Saturated at 5'

N=3 31.0 62.6 Gray sandy SILT (ML), soft, moist, w/clay

Loose, decrease in moisture at 3'

C N=7P=1.5 25.7 97.1 20.7

Brown silty SAND (SM), very moist, w/interbedded sand layers

N=4 11.6 30.3

FIELD DATA LABORATORY DATA

Unconfined Comp. DIRECT SHEAR

21.3 0

LOG OF BORING NO. B - 1

Relocation of WOCWB Feeder No. 2 Transmission Main Long: 33.7567 Lat: -118.0242

Logger:

20160775-E2759

AESCO

Project: Location: WATER: Encountered at 8 Feet




3

5

78

10

13

15

18

20

23

25





71.0 Continues same at 23'


Stif, increase in clay content at 18'

C N=11 28.8 97.1 25 19 6

N=9 27.5

5 60.8 250 25 Gray-brown sandy SILT (ML), medium stiff, saturated, w/trace clayC N=5

P=1.0 25.2 100.6 16 11

Loose, saturated at 8'

Medium dense at 5'

N=5 30.2

Loose, moist at 3'

C N=12P=1.5 14.1 102.4 19.4

Brown silty SAND (SM), dry, w/minor gravel, w/interbedded sand layers

N=6 7.1



2.7 0



Logger:

20160775-E2759

AESCO

Project: Location: WATER: Encountered at 5 Feet (Estimated)




3

5

78

10

13

15

18

20

23

25





55.4


Soft, increase in sand below at 18'

C N=10 25.4 102.4 25 19 6

N=3 23.5 24 20 4 51.2

65.9 Medium stiff at 13'C N=7P=0.5 27.6 96.7

Soft at 8'

0 23 Gray-brown sandy SILT (ML), medium stiff, saturated, w/trace clay

N=3 33.6

Loose, moist, increase in silt at 3'

C N=5P=0.5 33.9 90.9 68.3

Brown silty SAND (SM), moist, w/interbedded sand layers

N=3 11.9



6.3 0



Logger:

20160775-E2759

STATE OF CALlFORNIA--BUSJNESS TRANSPORTATION AND HOUSING AGENCY

DEPARTMENT OF TRANSPORTATION 1750 East 4'h Street Santa Ana, CA 92705 PHONE: (657) 328-6580 FAX: (657)328-6504

West Orange County Water Board Andrew Ferrigno 2000 Main Street Huntington Beach, CA 92648

Dear Andrew Ferrigno:

February 15, 2017

EDMUND G. BROWN JR. GoYemor

Flex your power! Be energy e..Oicient!

1216- NMC-0938A

We have completed the first review of your application# 1216-NMC-0938 for a Caltrans Encroachment permit to relocate the existing pipeline from Westminster Avenue and construct a new 30-inch pipe alignment with a 42-inch steel casing within State Right-of-Way.

Your application as submitted has been denied pending your compliance with the following requirements:

Brandon Tran, Project Design, 657/328-6073

• Make a correction on Sheet No. 5 Interstate 405 not 5

• Install pressure grout immediately upon completion of setting 42" casing pipe.

Jay Jison, Maintenance, 657/328-6219

• Permit Applicant shall be responsible for any damage to State facility within State f<OW, within this project, as stated in the 2015 Caltrans Specs, section 5-1.39A.

Majid Banihashemi, Permit Inspector, 657/328-6557

• Permit Department will perform field inspection when Double Permit issued to the, Permittee and their contractors.

Robert Zordani, Construction, 657/328-6056

• Sheet C-3; Layout; Label for freeway designation is 1-5 should be changed to 40!1.

• Sheet C-3; General; There is no indication of requirements for the monitoring of the pavement surface settlement across the fleeway. Settlement monitoring should include pre construction elevation documentation, regular monitoring during tunneling operations, and post construction monitoring. Settlement monitoring plan should be

provided to the permit engineer for review and concurrence prior to construction and settlement information provided regularly during the project.

• Sheet TC-1; Traffic cones; Traffic cones should not be used for long term closures as they are easily displaced and require onsite continuous maintenance. Please use delineators for all applications longer than a single shift.

• Sheet TC-1; General; There is no signing addressing pedestrians.

• Sheet TC-1; General; The existing crosswalk at Westminster appears to be in conflict with the work zone and proposed pipe installation. If so, there is no information addressing pedestrian access in and around the area.

• Sheet TC-2; General; Callout for the crash cushion array TL-1 does not indicate that there is a required P-marker on the array. Please clarify.

• Sheet TC-2; General; Centerline traffic control cones/delineators should be extended towards the reverse gore point of the off ramp to avoid confusion and potential head-on collisions.

• Sheet TC-3; General; Plan lacks information for pedestrian control/ direction.

• Sheet TC-3; General; Plan does not appear to address access to the business at the end of the cul-de-sac.

• Sheet ST-1;Generai;Pian view around freeway area has freeway labeled as 1-5 and should be 405

• Sheet ST-1; General; Note #17 not provided in the sheet legend.

Matthew Cugini, Project Design, 657/328-6075

• The 405 Design Build Contractor under contract with OCTA should review this water line proposal to determine if it is conflict with the 405 Design Build project EA OH100 which they are obligated to design and build.

• Caltrans will need the final project plans from the 405 Design Build contractor in order for Caltrans to confirm that the proposed water line crossing the 405 freeway south of the Westminster OC both clear the proposed project and does not present a "future conflict" to the operations and maintenance of the freeway nor creates additional liability to the State of California.

• The permittee should complete a geotechnical investigation of the site and show to the State's satisfaction that the permittee's proposed work and method of construction within the State's Right of Way will not impacted the roadway and associated facilities.

Utin Nwe, Structure Maintenance, 213/897-0847

SEE ATTACHMENT AND COMMENTS FROM UTIN NWE

We shall close the file of your permit application within 45 days of this letter, unless we receive your compliance with the above requirement with a written response to each item or a written request to keep the file open.

If you wish to discuss any of the concerns expressed in this letter, you may contact the reviewer directly. For any other questions or comments, please call Richard Lew at 657/328-6230.

Sincerely,

Mahesh R. Bhatt, Chief Permits

Dated 2/14/2017. Permit No. 1216-NMC-0938. (12-0RA-405-19.16)

Comments.

" .

Page 1 of 3.

1. San Diego Freeway (Interstate 5) shown in sheet 5 of 18 shall be corrected to San Diego Freeway (Interstate 405). · 2. Geotechnical report including recommendation on the feasibility of installation of 30" diameter carrier water main pipe with 42" steel casing by the proposed microtunneling method under freeway 405 shall be submitted. . Geotechnical evaluation by a geotechnical engineer to determine the following shall be submitted and the geotechnical'report shall b ~ prepared and signed by the geotechnic21l engineer. a) Boring logs & plan locations of borings a-nd cross sections, Subsurface strata, fill and ground water elevations b) PartiCle size distribution (particularly percent rock and cobble), c) Cohesion indexes, intemal angle offriction, ·and soil classification, d) Plastic and liquid limits (clays), expansion index (clays), soil density, and penetration tests.

Continue to page 2 of 3 .

. . ... ,

Continue from page 1 of 3. Dated

Nc.

Comments (Continue)

2 of3

e) : Rock strength; rock joint fracture and orientation, water table levels, and soil permeability, f) - . A ; r e a ~ · of suspected and known contamination should also be- noted and characterized. • . Should the soil investigation determine the presence of rock, cobbles, and/or boulders, determination of the following information woilld be required; a) Depth and extent of rock ' b) Rock type c) ' Rock strength d)· Rock joint/fracture spacing e) Hardness f) RQD g) Estimated range of sizes & frequency of occurrence of cobbles and boulders. 3. Resubmittal shall conform to all the requirements of Section 623 Transverse Bore & Jack and Section 623.3 Microtunneling and Table 5.24. Requirements for Tunneling of Encroachment Permit Manual. The section and the table can be downloaded from the following web-sites. http://www.dot.ca.gov/hq/traffops/developserv/permits/pdf/manuai/Chapter_6.pdf http://www.dot.ca.gov/hq/traffops/developserv/permits/pdf/manuai/Chapter_5.pdf. 4. Mitigation of corrosive effects on the steel casing shall be submitted. 5. Proof of the Cal-OSHA permit will be required prior to issuance of Caltrans Encroachment Permit. 6. Copies of·au "Materials' Certification of Compliance" (Steel Pipe, and other materials utilized within State R/W) shall be provided to the Departments' Representative to be included within the Encroachment Permit File, for the segments installed within State Right-of-Way. A Caltrans Materials For_m, CEM-3101 (Attached), is required listing all materials to be used or placed within State RIW in respect to this project. (i.e. Encasement & carrier pipe type, backfill, etc.) 7. Settlemont monitoring plan along the alignment of the propose•:J 42-inch diameter steel· casing within Caltrans ROW shall be submitted for review. To

Th~~~ Utin Nwe

Encroachment Permit Review Engineer, Structure Maintonance and Investigation (South} (213} 897-0847'(0ffice} (213} 897-2033 (Fax} utin [email protected];a.gov

Continue .to page 3 of 3.

Continue from page 2 of 3. Dated 211412017. Permit No. 1216-NMC-0938. (12-0RA-405-19.16)

Comments (Continue)

Page 3 of 3

prevent any potential failures and to minimize eventually ground surface deformations (subsidence or heave), Contractor shall develop and include within their submittal for the "DoublePermit (DP)" a ground surfacelsurface settlement monitoring plan. Monitors shall be installed prior to commencing with work and monitored during and ten days after completion of all work. If settlement is detected at any time, all work shall cease and the Caltrans Inspector shall be notified immediately. Encroachment Permits Manuel (7th edition), Appendix E, Encroachment Permit Survey Grid, TR-0151, (Attached) shall be followed. 8. Tunneling Contractor shall provide substantiation of their experience and 5 prior projects completed in similaritry to this project on form TR-0133, Certification of Structural Experience. (Form TR-0133 attached) 9. A grouting plan shall be submitted illustrating all proposed location of placement for grouting tubes, alignment and means of installation shall also be identified. A "Plate" illustrating grouting radius and ranges for all grouting tubes, tube diameters, and proposed final grouted diameter shall be included. 10. Grouting contractor shall provide substantiation of their experience and 5 years projects completed in similarity to this project on "Certification of Structure Experience" form TR-0133. 11. Synthetic spacers are required between 30" carrier lines and casing pipes. Redwood shall not be used as spacers. 12. Contingency plan information(Within Caltrans right-of-way)

a) Mechanical breakdowns and recovery of the MTBM through 911 shafts or other means.

b) Control ofhydrofracture and slurry loss. c) Remediation of loss of ground and excessive qround surface

settlement. 13. As-built drawings shall be submitted at completion of the proposed tuimeling project for installation of 30" water line encased iti 42" steel casing, within Caltrans right-of-way under Freeway Route 405.

Thanks,

~~ Utin Nwe

Encroachment Permit Review Engineer, ~aructure Maintenance and Investigation (South) (213) 897-0847 (Office) (213) 897-2033 {Fax) [email protected]

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION CERTIFICATION OF STRUCTURAL EXPERIENCE TR-0133 (NEW02/2004)

I, , a licensed Engineer STRUCTURAL/ CIVIL

in the State of California, attest to, that I am I was responsible for the plan set design and

preparation of calculations for the project described as _ _________ ___ _ PROJECT NAME

located at , California. STREET AOORESS e< DISTRICT I COUNTY I ROUTE I POST MILE CITY IT01t\tl

certify and attest to, that have five years or more of experience in

plan set design and preparation of calculations, SUB-STRUCTURAL I STRUCTURAL

to include STRUCTURAL REVIEW APPROVAL. SUB-STRUCTURAL REVIEW APPROVAL, TUNNELS, TUNIIEL SUPPORT SYSTEI.IS , OR STRUCTURAL FALSEI\QRK

List prior projects of responsibility:

PROJECT NAJI.E CONTACT NUMBER

PROJECT NAME CONTACT NUMBER

PROJECT IIAWl CONTACT NUMBER

--- -- ----===--

PREPARING REGISTl!RED ENGINEER'S STAMP

I • Unl Co tbf tnlvlal Jn/OtJDJtfon (C()tdtvd hrrin end N't't JWJ<i 1M qu<liflatJotOJ o/ cV rtd-rlcci JP<do'lb 1}19>1<$'8 t~otttlrrJ d4rc lf'C'1 ..tJc!l ~!JoM, ~ on4 Hd-Wtrtkul,

, REGISTERED EtiOVl&R

DATE ----------

ADA Notice For Individuals wilh sensory disabilities, this document is availab!e In alternate formats. For lnformaUon call (916) 654-6410 or TOO (916) 654-3880 or write Records and Fom1s Management, 1120 N Street, 115·89, SaCiamento, CA 95814.

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

NOTICE OF MATERIALS TO BE USED CEM-3101 (REV 05/2006) CT# 7541-3511-1

To (Resident Engineer):

ADA Notice For Individuals with sensory d!snbilttles. this document Is available in alternate fonnats. For information caD (916) !

654-6410 or TOO (916) 654--3680 or write Records and Forms Manngement 1120 N Street. M5-89, Sacramento. CA : 95814.

="-~-=----~-~·cc --===== Date:

You are hereby notified that materials required for use under Contract Number (1)

Dist Co

will be obtained from the following sources:

ContraCt ltein Bid Item Code Number (3)

(2) i

---

Contract Item

Description (4)

--~- -------·····-

Rta

Item Component

(5)

P.M.

Item Sub-

Component (5)

---~~~-~-------~~---~---·

-----~--~---

----------·-···-~~,~------ ····-------- -·-· ··j···-

' -

- ------'-··

Manufacturer/Provider Name(s) and Address(es)

(6)

It is requested that you arrange for sampling, testing and inspection of materials prior to delivel)' in accordance with Section 6 of the Standard Specifications. It is understood that source inspection does not relieve the prime contractor of the full responsibility for incorporating into the work, materials that comply in all respects with the contract plans and specifications. Nor does n preclude the subsequent rejection of materials found to be unsuitable.

(7) c: Materials Administrator, Mail Station #5 Materials Engineering & Tostmg Services 5900 Folsom Blvd, Socr.amento, CA 95819 F:.1x: (916{ 227-7084

Construction Senior Engineer Contrnctor File Di:::trict Conztruction Offrce

_Yours Truly, contro.~.;".>l

Address

·---~- --------·-Buzinoss Phone ; Business Fax E~M.oil Address

STATE OF CALIFORNIA· llErAHTMENT OFTRANSI'ORTATJON

ENCROACHMENT PERMIT SURVEY GRID ATTACfiMENT "A" 07!.27n009

ATTACHMENT "A" HAS BEEN MODIFIED FOR THIS SPECIFIC TUNNELING PROJECT IN DISTRICT 7, UNDER & ACROSS STATE ROUTE 134.

LEGEND:

6, Triangle= Data Points required

ROADWAY SURFACE

Specified depth 1 of cover __ ---lr--

Offset distance (S) is based on Casing

Pipe diameter

RIGHT OF WAY LINE

I

0 12'

PROFILE Hexagon & Triangle= Data Points & Surface Settlement Monitoring required. .. ............................... ,--.-----................................ .

R & L TUNNEL I I I SLOPE AREA {Actual location of placement of the Surface Settlement Monitoring points shall be determined between the District Geotechnical Engineer, the 3rd Party Inspector & the Caltrans Permits Inspector, in compliance with Caltrans Settlement Rod Detail TR-0152, dated 09/06.)

EP

ETW

s

Edge of Pavement

Edge of Travel Way (Fog line, Yellow Stripe, etc.)

Offset Distance away from the pipe alignment, as follows:

NOTES:

CENTER LINE OF TUNNEL I ! --6 .6- . .6- I 6. 6.~--

RAMP I : I d

EP

<ill I <ill i I I .. I I

MEDIAN - • • - • • I-l-l • • -- . -Survey data Is to be collected at the specific points along the alignment at the following times:

1. Prior to Start of Work.

2. Every two (2) hours continuously throughout the project.

3. Upon completion of the project.

4. Every two (2) months, during a six month period after the date of completion, and or As Required by the Department.

II> I .. II>

"" I

EP " 141' ~ Ll: I : I

RIGHT OF WAY LINE LJ... SLOPE AREA

·················r ·~~ ~:~·······r········ 10' 4' 4' 10'

STAT£ OF CALIFOR.'\U • UrPA!tn,IG\T OFTIL·\~SPOHTAT/0'\

ENCROACHMENT PERMIT SETTLEMENT ROD DETAIL Trt·UI52 (R£\', 09/1006)

24"

l 12" ~ 18"

~CASING

~

Road Box, H~20 loading when required to be installed wlthing the pavement area.

PVC threaded cap to be removed by hand.

Small chain attached to rebar with hose clamp to restrict maximum movement on chain to allow for 3" of settlement on rod. Slot top of PVC to hold chain.

-- ------ BETONITE SEAL

6" DIAMETER BOREHOLE FILLED WITH SAND

2 ·1/2" DIAMETER PVC CASING

3/4" REBAR driven 6" to 12" past the bottom of the borehole

(SOLIDLY ANCHORED)

NOTE:

It shall be installed over the centerline of the Installation, within the median, shoulder area, or within the pavement as directed by the State's Representative.

I ABANDONMENTPROCEDUR'ES I I

1. Remove PVC cap, rebar, and restriction chain.

i 2. Fill borehole with sand to 24" billow I bottom of Road Box when within I he I median or shoulder areas.

3. Fill remainder of borehole with :3entonite seal mixture .

• 4. Remove Road Box and back fill with an · approved backfill.

A P P E N D I X L P A R T 1

F E D E R A L L A B O R R A T E S

FEDERAL WAGES DOWNLOAD INSTRUCTIONS: https://www.wdol.gov/dba.aspx Go to County of “Orange” and under “Highway”, double click on link to Federal Wage Sheet

https://www.wdol.gov/dba.aspx

A P P E N D I X L P A R T 2

S T A T E L A B O R R A T E S

STATE WAGES DOWNLOAD INSTRUCTIONS: http://www.dir.ca.gov/DLSR/PWD/ Step one: Statewide Print all project related basic trades that apply to most countries in California. i.e. for street rehabilitation printed “2K-2L Driver (On/Off-Hauling To/From Construction Site) Step two: Southern California Print all basic trade determinations that apply to project. i.e., Building/Construction Inspector and Field Soils and Material Tester, Cement Mason, Laborer, Landscape Irrigation Laborer, Landscape Maintenance Laborer, Landscape Operating Engineer, Parking and Highway Improvement (Striping, slurry, & seal coat operations-Laborer) Step three: Not Applicable Step four: Determine “Orange” County and print subtrades Step five: Determine “Orange” County and print shift differential pay determinations Step six: Important Notices and print all Important Notices that maybe project related.

http://www.dir.ca.gov/DLSR/PWD/

1 1/2X 1 1/2X 2X

Classification Groups (b)Group 1 $43.20 $11.45 $9.65 $3.45 $0.95 $0.39 8 $69.09 $90.690 $90.690 $112.29 Group 2 $43.98 $11.45 $9.65 $3.45 $0.95 $0.39 8 $69.87 $91.860 $91.860 $113.85 Group 3 $44.27 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.16 $92.295 $92.295 $114.43 Group 4 $44.41 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.30 $92.505 $92.505 $114.71 Group 5 $44.63 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.52 $92.835 $92.835 $115.15 Group 6 $44.74 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.63 $93.000 $93.000 $115.37 Group 7 $44.86 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.75 $93.180 $93.180 $115.61 Group 8 $45.03 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.92 $93.435 $93.435 $115.95 Group 9 $45.20 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.09 $93.690 $93.690 $116.29 Group 10 $46.20 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.09 $95.190 $95.190 $118.29 Group 11 $47.20 $11.45 $9.65 $3.45 $0.95 $0.39 8 $73.09 $96.690 $96.690 $120.29 Group 12 $48.20 $11.45 $9.65 $3.45 $0.95 $0.39 8 $74.09 $98.190 $98.190 $122.29 Group 13 $49.20 $11.45 $9.65 $3.45 $0.95 $0.39 8 $75.09 $99.690 $99.690 $124.29

a Includes an amount withheld for supplemental dues.b For classifications within each group, see page 10B.c Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate.

10A

NOTE: For Special Shift and Multi-Shift, see pages 10A-1 and 10A-2.

Pension Training Other Payments

Hours

• # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html.

CLASSIFICATION (Journeyperson)

Basic Hourly Rate

Health and Welfare

Straight – TimeSaturday (d) Sunday/

Holiday

RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774.

TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774.

Total Hourly Rate

DETERMINATION: SC-23-63-2-2016-2BISSUE DATE: August 22, 2016

Employer Payments Vacation/

Holiday (a)

Overtime Hourly Rate

EXPIRATION DATE OF DETERMINATION: June 30, 2017** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774.

LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties.

Daily (c )

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONSPURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS

CRAFT: #Cranes, Pile Driver and Hoisting Equipment (Operating Engineer)

ferrigna

Text Box

PRINTED 8/22/17

Prentice Self-Loader

MISCELLANEOUS PROVISIONS:

Material Hoist and/or Manlift Operator

Silent PilerTugger Hoist Operator (2 drum)

Helicopter PilotTugger Hoist Operator (3 drum)

Pedestal Crane Operator

Mobile Tower Crane Operator (over 200 tons, up to and including 300 ton M.R.C.)

Crane Operator (over 200 tons, up to and including 300 tons M.R.C.)Derrick Barge Operator (over 200 tons, up to and including 300 tons M.R.C.)

Hoist Operator, Stiff Legs, Guy Derrick or similar type (over 200 tons, up to and including 300 ton M.R.C.)

GROUP 8

Shovel, Dragline, Clamshell Operator (over 5 cu yds, M.R.C.)Derrick Barge Operator (over 300 tons)Crane Operator (over 300 tons)

Hydraulically Controlled Lift Gantry Operator BCR Lift System (over 300 tons)

Shovel, Dragline, Clamshell Operator (over 3/4 yd and up to 5 cu yds, M.R.C.)

Hoist Operator, Stiff Legs, Guy Derrick or similar type (over 300 tons)

Engineer Oiler Crane Operator (over 25 tons, up to and including 50 ton M.R.C.)

Highline Cableway Operator

GROUP 7GROUP 13

Tower Crane Repairman

GROUP 3 K-Crane

Crane Operator (over 50 tons, up to and including 100 ton M.R.C.)

Shovel, Dragline, Clamshell Operator (over 7 cu yds M.R.C.)

Determination: SC-23-63-2-2016-2B; SC-23-63-2-2016-2B1; SC-23-63-2-2016-2B2

CLASSIFICATIONS:GROUP 9GROUP 1

Truck Crane Oiler

1. Operators on hoists with three drums shall receive fifteen cents (15¢) per hour additional pay to the regular rate of pay. The additional pay shall be added to the regular rate and become the base rate for the entire shift.

Derrick Barge Operator (over 25 tons, up to and including 50 ton M.R.C.)GROUP 2

2. All heavy duty repairman and heavy duty combination shall receive fifty cents (50¢) per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay.

3. Employees required to suit up and work in a hazardous material environment, shall receive Two Dollars ($2.00) per hour in addition to their regular rate of pay, and that rate shall become the basic hourly rate of pay.

10B

A-Frame or Winch Truck Operator Polar Crane OperatorRoss Carrier Operator (Jobsite) Self Erecting Tower Crane Operator Maximum Lifting Capacity ten (10) tons.


ABI/Fundex MachineHelicopter Hoist Operator

Derrick Barge Operator (over 50 tons, up to and including 100 ton M.R.C.)

GROUP 4 GROUP 10

Snobble Unit (pin-n-go or similar type)

Bridge-Type Unloader and Turntable Operator

Crawler Transporter OperatorDerrick Barge Operator (up to and including 25 ton capacity)Hoist Operator, Stiff Legs, Guy Derrick or similar type (up to and including 25 ton capacity)

GROUP 12

Hoist Operator (Chicago Boom and similar type)

Mobile Tower Crane Operator (over 300 tons)

GROUP 5

Lift Mobile Operator

Polar Gantry Crane Operator

Lift Slab Machine Operator (Vagtborg and similar types)

GROUP 6

Tower Crane Operator and Tower Gantry

Stinger Crane (Austin-Western or similar type) Shovel, Dragline, Clamshell Operator (over 10 cu. yrds.)Tugger Hoist Operator (1 drum)

GROUP 11Crane Operator (over 100 tons, up to and including 200 ton M.R.C.)Derrick Barge Operator (over 100 tons, up to and including 200 tons M.R.C.)Bridge Crane Operator

Cretor Crane Operator

Self Climbing Scaffold (or similar type)

Hydraulic Boom Truck/Knuckleboom Mobile Tower Crane Operator (over 50 tons, up to and including 100 ton M.R.C.)


Hoist Operator, Stiff Legs, Guy Derrick or similar type (over 100 tons, up to and including 200 ton M.R.C.)Mobile Tower Crane Operator (over 100 tons, up to and including 200 ton M.R.C.)

Crane Operator (up to and including 25 ton capacity)

ferrigna

Text Box

PRINTED 8/22/17

1 1/2X 1 1/2X 2XClassification Groups (b)Group 1 $43.70 $11.45 $9.65 $3.45 $0.95 $0.39 8 $69.59 $91.440 $91.440 $113.29 Group 2 $44.48 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.37 $92.610 $92.610 $114.85 Group 3 $44.77 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.66 $93.045 $93.045 $115.43 Group 4 $44.91 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.80 $93.255 $93.255 $115.71 Group 5 $45.13 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.02 $93.585 $93.585 $116.15 Group 6 $45.24 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.13 $93.750 $93.750 $116.37 Group 7 $45.36 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.25 $93.930 $93.930 $116.61 Group 8 $45.53 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.42 $94.185 $94.185 $116.95 Group 9 $45.70 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.59 $94.440 $94.440 $117.29 Group 10 $46.70 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.59 $95.940 $95.940 $119.29 Group 11 $47.70 $11.45 $9.65 $3.45 $0.95 $0.39 8 $73.59 $97.440 $97.440 $121.29 Group 12 $48.70 $11.45 $9.65 $3.45 $0.95 $0.39 8 $74.59 $98.940 $98.940 $123.29 Group 13 $49.70 $11.45 $9.65 $3.45 $0.95 $0.39 8 $75.59 $100.440 $100.440 $125.29

a Includes an amount withheld for supplemental dues.b For classifications within each group, see page 10B.c Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate.


Basic Hourly Rate

Health and Welfare

Pension


Employer Payments Straight – Time Overtime Hourly Rate

10A1

Total Hourly Rate

Daily (c )

Saturday (d) Sunday/ Holiday

Vacation/ Holiday (a)

Training Other Payments

HoursCLASSIFICATION (Journeyperson)



CRAFT: #Cranes, Pile Driver and Hoisting Equipment (Operating Engineer, Special Shift)

DETERMINATION: SC-23-63-2-2016-2B1ISSUE DATE: August 22, 2016EXPIRATION DATE OF DETERMINATION: June 30, 2017** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774.



ferrigna

Text Box

PRINTED 8/22/17

1 1/2X 1 1/2X 2XClassification Groups (b)Group 1 $44.20 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.09 $92.190 $92.190 $114.29 Group 2 $44.98 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.87 $93.360 $93.360 $115.85 Group 3 $45.27 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.16 $93.795 $93.795 $116.43 Group 4 $45.41 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.30 $94.005 $94.005 $116.71 Group 5 $45.63 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.52 $94.335 $94.335 $117.15 Group 6 $45.74 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.63 $94.500 $94.500 $117.37 Group 7 $45.86 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.75 $94.680 $94.680 $117.61 Group 8 $46.03 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.92 $94.935 $94.935 $117.95 Group 9 $46.20 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.09 $95.190 $95.190 $118.29 Group 10 $47.20 $11.45 $9.65 $3.45 $0.95 $0.39 8 $73.09 $96.690 $96.690 $120.29 Group 11 $48.20 $11.45 $9.65 $3.45 $0.95 $0.39 8 $74.09 $98.190 $98.190 $122.29 Group 12 $49.20 $11.45 $9.65 $3.45 $0.95 $0.39 8 $75.09 $99.690 $99.690 $124.29 Group 13 $50.20 $11.45 $9.65 $3.45 $0.95 $0.39 8 $76.09 $101.190 $101.190 $126.29

a Includes an amount withheld for supplemental dues.b For classifications within each group, see page 10B.c Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate.e The Third Shift shall work 6.5 hours, exclusive of meal period, for which 8 hours straight-time shall be paid at the non-shift rate, Monday thorugh Friday.


Sunday/ Holiday


Saturday (d)



CRAFT: #Cranes, Pile Driver and Hoisting Equipment (Operating Engineer, Multi-Shift)

DETERMINATION: SC-23-63-2-2016-2B2ISSUE DATE: August 22, 2016EXPIRATION DATE OF DETERMINATION: June 30, 2017** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774.


10A2


Hours (e) Total Hourly Rate

Daily (c )


Basic Hourly Rate

Health and Welfare



Employer Payments Straight – Time Overtime Hourly RatePension

ferrigna

Text Box

PRINTED 8/22/17

1 1/2X 1 1/2X 2X

Classification Groups Group 1 $43.70 $11.45 $9.65 $3.45 $0.95 $0.39 8 $69.59 $91.440 $91.440 $113.29 Group 2 $44.48 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.37 $92.610 $92.610 $114.85 Group 3 $44.77 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.66 $93.045 $93.045 $115.43 Group 4 $44.91 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.80 $93.255 $93.255 $115.71 Group 5 $45.13 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.02 $93.585 $93.585 $116.15 Group 6 $45.24 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.13 $93.750 $93.750 $116.37 Group 7 $45.36 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.25 $93.930 $93.930 $116.61 Group 8 $46.71 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.60 $95.955 $95.955 $119.31 Group 9 $45.66 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.55 $94.380 $94.380 $117.21

a Includes an amount withheld for supplemental dues.b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.c Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate.



Tunnel Locomotive Operator (over 10 and up to and including 30 tons) Party Chief

GROUP 9Tunnel Mole Boring Machine Operator

Training

1. Operators on hoists with three drums shall receive fifteen cents (15¢) per hour additional pay to the regular rate of pay. The additional pay shall be added to the regular rate and become the base rate for the entire shift.2. All heavy duty repairman and heavy duty combination shall receive fifty cents (50¢) per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay. 3. Employees required to suit up and work in a hazardous material environment, shall receive Two Dollars ($2.00) per hour in addition to their regular rate of pay, and that rate shall become the basic hourly rate of pay.

GROUP 5Bit SharpenerEquipment Greaser (Grease Truck)Instrumentman

Sunday/ Holiday


Hours Total Hourly Rate

Daily (b)

Saturday (c )

Pension Vacation/ Holiday (a)




Basic Hourly Rate

Health and Welfare



CRAFT: #Tunnel (Operating Engineer)

Other Payments

DETERMINATION: SC-23-63-2-2016-2CISSUE DATE: August 22, 2016


CLASSIFICATIONS:

Heavy Duty Repairman HelperGROUP 6Backhoe Operator (up and including 3/4 yd.) Small Ford, Case or similar

GROUP 3

GROUP 4

GROUP 2 Skiploader (wheel type up to 3/4 yd. without attachment)

Slip Form Pump Operator (power driven hydraulic lifting device for concrete forms)Heavy Duty Repairman-Welder Combination

ChainmanPower-Driver Jumbo Form Setter Operator

Dinkey Locomotive or Motorman (up to and including 10 tons)Rodman

Tugger Hoist Operator (1 drum) GROUP 8

Welder-General

Pneumatic Concrete Placing Machine Operator (Hackley-Presswell or similar type)

Tunnel Locomotive Operator (over 30 tons)

Drill Doctor

Pneumatic Heading Shield (Tunnel)

Tractor Compressor Drill Combination OperatorPumpcrete Gun Operator

Tugger Hoist Operator (2 drum)

GROUP 7

Grouting Machine OperatorHeading Shield OperatorHeavy Duty RepairmanJumbo Pipe CarrierLoader Operator (Athey, Euclid, Sierra and similar types)Mucking Machine Operator (1/4 yd rubber tired, rail or track type)

10D

# Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html.

GROUP 1

ferrigna

Text Box

PRINTED 8/22/17

1 1/2X 1 1/2X 2XClassification Groups Group 1 $43.70 $11.45 $9.65 $3.45 $0.95 $0.39 7.5 $69.59 $91.440 $91.440 $113.29 Group 2 $44.48 $11.45 $9.65 $3.45 $0.95 $0.39 7.5 $70.37 $92.610 $92.610 $114.85 Group 3 $44.77 $11.45 $9.65 $3.45 $0.95 $0.39 7.5 $70.66 $93.045 $93.045 $115.43 Group 4 $44.91 $11.45 $9.65 $3.45 $0.95 $0.39 7.5 $70.80 $93.255 $93.255 $115.71 Group 5 $45.13 $11.45 $9.65 $3.45 $0.95 $0.39 7.5 $71.02 $93.585 $93.585 $116.15 Group 6 $45.24 $11.45 $9.65 $3.45 $0.95 $0.39 7.5 $71.13 $93.750 $93.750 $116.37 Group 7 $45.36 $11.45 $9.65 $3.45 $0.95 $0.39 7.5 $71.25 $93.930 $93.930 $116.61 Group 8 $46.71 $11.45 $9.65 $3.45 $0.95 $0.39 7.5 $72.60 $95.955 $95.955 $119.31 Group 9 $45.66 $11.45 $9.65 $3.45 $0.95 $0.39 7.5 $71.55 $94.380 $94.380 $117.21

a Includes an amount withheld for supplemental dues.b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.c Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate.



1. Operators on hoists with three drums shall receive fifteen cents (15¢) per hour additional pay to the regular rate of pay. The additional pay shall be added to the regular rate and become the base rate for the entire shift.2. All heavy duty repairman and heavy duty combination shall receive fifty cents (50¢) per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay. 3. Employees required to suit up and work in a hazardous material environment, shall receive Two Dollars ($2.00) per hour in addition to their regular rate of pay, and that rate shall become the basic hourly rate of pay.

Total Hourly Rate

Daily (b)

Saturday (c )


Basic Hourly Rate

Health and Welfare

Pension Sunday/ Holiday



Hours

CRAFT: #Tunnel (Operating Engineer)(Multi-Shift)

ISSUE DATE: August 22, 2016



10D1


DETERMINATION: SC-23-63-2-2016-2C1


CLASSIFICATIONS:GROUP 6



GROUP 2 Grouting Machine OperatorSkiploader (wheel type up to 3/4 yd. without attachment) Heading Shield Operator

Heavy Duty Repairman Helper Backhoe Operator (up and including 3/4 yd.) Small Ford, Case or similarDrill Doctor

Chainman Loader Operator (Athey, Euclid, Sierra and similar types)Power-Driver Jumbo Form Setter Operator Mucking Machine Operator (1/4 yd rubber tired, rail or track type)

Heavy Duty RepairmanGROUP 3 Jumbo Pipe Carrier

Dinkey Locomotive or Motorman (up to and including 10 tons) Pumpcrete Gun OperatorRodman Tractor Compressor Drill Combination Operator

Pneumatic Concrete Placing Machine Operator (Hackley-Presswell or similar type)GROUP 4 Pneumatic Heading Shield (Tunnel)

Bit SharpenerEquipment Greaser (Grease Truck) GROUP 7

Tugger Hoist Operator (2 drum)GROUP 5 Tunnel Locomotive Operator (over 30 tons)

Tunnel Mole Boring Machine Operator

Tugger Hoist Operator (1 drum) GROUP 8Tunnel Locomotive Operator (over 10 and up to and including 30 tons) Party Chief

Instrumentman Heavy Duty Repairman-Welder CombinationSlip Form Pump Operator (power driven hydraulic lifting device for concrete forms)


GROUP 1

Welder-GeneralGROUP 9

ferrigna

Text Box

PRINTED 8/22/17

1 1/2X 1 1/2X 2X

Classification Groups (b)Group 1 $41.85 $11.45 $9.65 $3.45 $0.95 $0.39 8 $67.74 $88.665 $88.665 $109.59 Group 2 $42.63 $11.45 $9.65 $3.45 $0.95 $0.39 8 $68.52 $89.835 $89.835 $111.15 Group 3 $42.92 $11.45 $9.65 $3.45 $0.95 $0.39 8 $68.81 $90.270 $90.270 $111.73 Group 4 $44.41 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.30 $92.505 $92.505 $114.71 Group 6 $44.63 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.52 $92.835 $92.835 $115.15 Group 8 $44.74 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.63 $93.000 $93.000 $115.37 Group 10 $44.86 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.75 $93.180 $93.180 $115.61 Group 12 $45.03 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.92 $93.435 $93.435 $115.95 Group 13 $45.13 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.02 $93.585 $93.585 $116.15 Group 14 $45.16 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.05 $93.630 $93.630 $116.21 Group 15 $45.24 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.13 $93.750 $93.750 $116.37 Group 16 $45.36 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.25 $93.930 $93.930 $116.61 Group 17 $45.53 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.42 $94.185 $94.185 $116.95 Group 18 $45.63 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.52 $94.335 $94.335 $117.15 Group 19 $45.74 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.63 $94.500 $94.500 $117.37 Group 20 $45.86 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.75 $94.680 $94.680 $117.61 Group 21 $46.03 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.92 $94.935 $94.935 $117.95 Group 22 $46.13 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.02 $95.085 $95.085 $118.15 Group 23 $46.24 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.13 $95.250 $95.250 $118.37 Group 24 $46.36 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.25 $95.430 $95.430 $118.61 Group 25 $46.53 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.42 $95.685 $95.685 $118.95

a Includes an amount withheld for supplemental dues.b For classifications within each group, see pages 8 and 9.c Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate.

ISSUE DATE: August 22, 2016DETERMINATION: SC-23-63-2-2016-2

7

NOTE: For Special Shift and Multi-Shift, see pages 9A and 9B.



Employer Payments Straight – Time Overtime Hourly RateSunday/ Holiday

Health and Welfare

Pension Total Hourly Rate


Basic Hourly Rate

Saturday (d)Daily (c )


Training Hours


Other Payments



CRAFT: #OPERATING ENGINEER



ferrigna

Text Box

PRINTED 8/22/17

Tar Pot Fireman

Asphalt Paving Machine Operator (barber greene or similar type, one (1) Screedman)

(Skid Steer, with all

(ground)

Operator

Checker

(above ground tunnel)

Operator

Hydro-Ax

Batch Plant Operator

GROUP 6

Drill Doctor

Speed Swing Operator

Railcar Mover

Barrier Rail Mover (BTM Series 200 or similar types)

Cold Foamed Asphalt Recycler

Hydraulic Casing Oscillator Operator – drilling depth of 60’ maximumHydraulic Operated Grout Plant (excludes hand loading)

Klemm Drill Operator or similar types

Equipment Greaser (grease truck)

Drilling Machine Operator, Small Auger types (Texoma Super Economatic, or similar types - Hughes 100 or 200, or similar types - drilling depth of 30 maximum)

Lo Drill

Roller Operator (compacting)

Power Sweeper Operator Master Environmental Maintenance Mechanic

Drilling Machine Operator, Bucket or Auger types (Calweld 150 bucket or similar types - Watson 1500, 2000, 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum)

Concrete Cleaning Decontamination Machine Operator

Kolman Belt Loader and similar type

P.C. 490 Slot Saw

Mobark Chipper or similiar types

Le Tourneau Blob Compactor or similar type

Ozzie Padder or similar types

Drilling Machine Operator (including water wells) Tractor Compressor Drill Combination Operator

8

Soil Stabilizer and Reclaimer (WR-2400)

Surface Heaters and Planer Operator

Derrickman (oilfield type)

Self-Propelled Curb and Gutter Machine Operator

Drilling Machine Operator, Bucket or Auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45' maximum)

Somero SXP Laser Screed

Soil Remediation Plant Operator (CMI, Envirotech or Similar)

Rubber-Tired Earth Moving Equipment Operator (single engine, caterpillar, euclid, athey wagon, and similar types with any and all attachments over 25 yds. and up to and including 50 cu. yds. struck)

Rubber-Tired Earth Moving Equipment Operator (multiple engine - up to and including 25 yds. struck)

Deck Engine Operator

Asphalt Plant Engineer

Deck Engineer

Dandy Digger

Concrete Placer Operator

RJU Side Dump Jack

Skiploader (Wheel type up to 3/4 yd. without attachment)

Rotary Drill Helper (Oilfield)

Boring System Electronic Tracking Locator

Backhoe Operator (over 3/4 yd. and up to 5 cu. yds. M.R.C.)

Asphalt-Rubber Distributor Operator

Ford Ferguson (with dragtype attachments)

Machine Tool Operator

Mechanical Berm, Curb or Gutter (concrete or asphalt)Mechanical Finisher Operator (concrete, Clary-Johnson-Bidwell or similar)

Generator, Pump or Compressor Plant OperatorHeavy Duty Repairman Helper

Asphalt-Rubber Plant Operator (Nurse Tank Operator)

Forklift Operator (includes loed, lull or similar types – under 5 tons)Generator Operator

Skiploader Operator (crawler and wheel type, over 3/4 yds. and up to and including 1 1/2 yds

Signalman

Ditchwitch, with seat or similar type equipmentElevator Operator - InsideEngineer Oiler

Switchman

Pump Operator

GROUP 2

Hydrostatic Pump Operator

Petromat Laydown MachineOiler Crusher (Asphalt or Concrete Plant)

Forklift Operator (includes loed, lull or similar types – over 5 tons)

Conveyor OperatorConcrete Mixer Operator - Skip Type

Fireman

Asphalt or Concrete Spreading Operator (tamping or finishing)

Welder – General (Multi-Shift)

Equipment Greaser (rack)

Screening and Conveyor Machine Operator (or similar types)

GROUP 3Asphalt Rubber Blend OperatorGROUP 3Asphalt Rubber Blend Operator

Backhoe Operator (up to and including 3/4 yds.) small ford, case or similarBackhoe Operator (up to and including 3/4 yds.) small ford, case or similar

Cast in Place Pipe Laying Machine Operator

Boxman or Mixerman (asphalt or concrete)

Concrete Planer Operator

Equipment Greaser (Grease Truck/Multi-Shift)

Combination Mixer and Compressor Operator (gunite work)

Concrete Joint Machine Operator (canal and similar type)Bit Sharpener

Compactor Operator - Self PropelledConcrete Mixer Operator - PavingCrushing Plant Operator

Hydra-Hammer-Aero StomperHydra-Hammer-Aero StomperHydraulic Casing Oscillator Operator – drilling depth of 30’ maximum

Boring Machine Operator

Stationary Pipe Wrapping and Cleaning Machine Operator

Global Positioning System/GPS (or Technician)

Grouting Machine Operator

Trenching Machine Operator (up to 6ft.)

GROUP 5 (for multi-shift rate, see page 9B)

Elevating Grader Operator

Articulating Material Hauler

Guard Rail Post Driver Operator

Vacuum or Muck Truck

Highline Cableway Signalman

Power - Driver Jumbo Form Setter OperatorPower Concrete Saw OperatorPower Concrete Saw Operator

GROUP 8


Rubber-Tired Scraper Operator (self-loading paddle wheel type - John Deere, 1040 and similar single unit)

Backhoe Operator (mini-max or similar type)

Rock Drill or Similiar Types (see Miscellaneous Provision #4 for additional information regarding this classification)Rotary Drill Operator (excluding caison type)

Screed Operator (asphalt or concrete)

Tugger Hoist Operator (1 drum)

Volume Mixer Operator

Ultra High Pressure Waterjet Cutting Tool System Operator

Rubber-Tired Earthmoving Equipment (single engine, up to and including 25 yds. struck)

Pavement Breaker Operator

Vacuum Blasting Machine Operator

Tractor Operator - Bulldozer, Tamper-Scraper (single engine, up to 100 H.P. flyweel and similar types, up to and including D-5 and similar types)

Road Oil Mixing Machine Operator

Slip Form Pump Operator (power driven hydraulic lifting device for concrete forms)

GROUP 1Bargeman Hydrographic Seeder Machine Operator (straw, pulp or seed)

Kalamazoo Switch Tamper, or similar type

CLASSIFICATIONS:DETERMINATION: SC-23-63-2-2016-2

Brakeman Jackson Track Maintainer, or similar type

Concrete Pump Operator (small portable)

Shuttle BuggySkiploader Operator (crawler and wheel type over 1 1/2 yds. up to and including 6 1/2 yds.)

Compressor Operator

Maginnis Internal Full Slab Vibrator

GROUP 4Asphalt Plant Fireman

Temporary Heating Plant Operator

Excavator Track/Rubber-Tired (Operating weight under 21,000 lbs)

Trenching Machine Oiler

Hydraulic Casing Oscillator Operator – drilling depth of 45’ maximum

Welder – General

Roller Operator (asphalt or finish)

Self-Propelled Tar Pipelining Machine Operator

Micro Tunnel System Operator (below ground)

Excavator Track/Rubber-Tired (Operating Weight 21,000 lbs - 100,000 lbs)

Heavy Equipment Robotics Operator

Power Concrete Curing Machine Operator

Rock Wheel Saw/Trencher

Power Concrete Curing Machine Operator

Pumpcrete Gun Operator

Kalamazoo Ballast Regulator or similar type

Gradall Operator


Heavy Duty Repairman/Pump Installer


Heavy Duty Repairman/Pump Installer

Force Feed Loader

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Moving Equipment


Trenching Machine with Road Miner Attachment (over 6ft. depth capacity, manufacturer's rating - Oiler or Journeyman Trainee required)

Tractor Operator (boom attachments)

Tractor Operator (any type larger than D-5 - 100 flyweel H.P. and over, or similar – bulldozer, tamper, scraper and push tractor, single engine)

Traveling Pipe Wrapping, Cleaning and Bending Machine OperatorTrenching Machine Operator (over 6 ft. depth capacity, manufacturer's rating)

GROUP 8 CONT.

Hydraulic Casing Oscillator Operator – drilling depth of 175’ maximumHoe Ram or similar with compressor

Drilling Machine Operator, Bucket or Auger types (Calweld, auger 200 CA or similar types - watson, auger 6000 or similar types - hughes super duty, auger 200 or similar types - drilling depth of 175' maximum)Excavator Track/Rubber Tired (Operating Weight 100,000 lbs. - 200,000 lbs)

Automatic Slip Form Operator

Mass Excavator Operator - less than 750 cu. yds.

GROUP 23

GROUP 22

GROUP 15

Woods Mixer Operator (and similar pugmill equipment)


Monorail Locomotive Operator (diesel, gas or electric)Motor Patrol - Blade Operator (single engine)

Heavy Duty Repairman-Welder combinationDynamic Compactor LDC350 or similar types

Pedestal Concrete Pump Operator

Rubber-Tired Earth Moving Equipment Operator, Operating in Tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engines, up to and including 25 yds. struck)

Rubber-Tired Earth Moving Equipment Operator, Operating in Tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - single engine, over 50 yds. struck)

Rubber-Tired Earth Moving Equipment Operator, Operating in Tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engine, euclid, caterpillar and similar, over 25 yds. and up to 50 yds. struck)

Rubber-Tired Earth Moving Equipment Operator, Operating in Tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engine, euclid, caterpillar and similar type, over 50 cu. yds. struck)

Drilling Machine Operator, Bucket or Auger types (Calweld, auger 200 CA or similar types

GROUP 21

Backhoe Operator (over 7 cu. yds. M.R.C.)

Welder – Certified (Multi-Shift)

Tower Crane RepairmanTractor Loader Operator (crawler and wheel-type over 6 1/2 yds.)

Remote Controlled Earth Moving Operator ($1.00 per hour additional to base rate)

Auto Grader OperatorGROUP 12

Mobile Form Traveler Operator

Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Push-Pull System (multiple engine - up to and including 25 yds. struck)

Heavy Duty Repairman – Welder Combination (Multi-Shift)

Pneumatic Pipe Ramming Tool and similar types

Rubber-Tired Self-Loading Scraper Operator (paddle-wheel-auger type self-loading - (two (2) or more units)

Motor Patrol Operator (multi-engine)

Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Push-Pull System (single engine, up to and including 25 yds. struck)

Wheel Excavator Operator (over 750 cu. yds. per hour)

Welder - Certified

Backhoe Operator (over 5 cu. yds. M.R.C.)GROUP 10

Drilling Machine Operator, Bucket or Auger types (Calweld 200 B bucket or similar types - Watson 3000 or 5000 auger or similar types - Texoma 900 auger or similar types - drilling depth of 105' maximum)

Mechanical Finishing Machine Operator

Pipe Mobile Machine Operator

GROUP 13

GROUP 19

Rubber - Tired Earth Moving Equipment Operator (multiple engine, euclid caterpillar and similar - over 25 yds. and up to 50 yds. struck)

Multiple Engine Tractor Operator (euclid and similar type - except quad 9 cat.)

GROUP 20

Hydraulic Casing Oscillator Operator – drilling depth of 105’ maximum

Pre-stressed Wrapping Machine Operator (2 Operators required)Rubber - Tired Earth Moving Equipment Operator (single engine, over 50 yds. struck)

Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Push-Pull System (single engine, caterpillar, euclid, athey wagon, and similar types with any and all attachments over 25 yds. and up to and including 50 cu. yds. struck)

GROUP 14Canal Liner OperatorCanal Trimmer Operator

Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Tandem Push-Pull System (single engine, caterpillar, euclid, athey wagon, and similar types with any and all attachments over 25 yds. and up to and including 50 cu. yds. struck)Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Tandem Push-Pull System (multiple engine, up to and including 25 yds. struck)

Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Tandem Push-Pull System (multiple engine, euclid, caterpillar and similar, over 25 yds. and up to 50 yds. struck)

Concrete Pump Operator-Truck Mounted

Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Tandem Push-Pull System (single engine, up to and including 25 yds. struck)

GROUP 16

Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Push-Pull System (multiple engine, euclid, caterpillar, and similar, over 25 yds. and up to 50 yds. struck)

Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Push-Pull System (single engine, over 50 yds. struck)

Excavator Track/Rubber Tired (Operating Weight exceeding 200,000 lbs.)

Tandem Tractor Operator (operating crawler type tractors in tandem - Quad 9 and similar type)

GROUP 17

GROUP 24

Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Tandem Push-Pull System (multiple engine, euclid, caterpillar and similar over 50 cu. yds struck)

GROUP 18

Rotex Concrete Belt Operator

Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Tandem Push-Pull System (single engine, over 50 yds. Struck)

GROUP 25

GROUP 9 (for multi-shift rate, see page 9B)Heavy Duty Repairman (Multi-Shift)

Rubber-Tired Earth Moving Equipment Operator, Operating in Tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - single engine, caterpillar, euclid, athey wagon, and similar types with any and all attachments over 25 yds. and up to and including 50 cu. yds. struck)

Rubber-Tired Earth Moving Equipment Operator, Operating in Tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - single engine, up to and including 25 yds. struck)

Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Push-Pull System (multiple engine, euclid, caterpillar, and similar type, over 50 cu. yds. struck)

Dual Drum Mixer

Water Pull (compaction)

4. A review of rock drilling is currently pending. The minimum acceptable rate of pay for this classification or type of work on public works projects is Laborer and Related Classifications/Group 5 (Driller) as published on pages 13 and 14 of the Director’s General Prevailing Wage Determinations. However, the published rate for the craft/classification of Operating Engineer/Group 8 (Rock Drill or Similar Types) may be used by contractors to perform rock drilling on public works projects.

Ultra High Pressure Waterjet Cutting Tool System Mechanic

DETERMINATION: SC-23-63-2-2016-2

9

3. Employees required to suit up and work in a hazardous material environment, shall receive Two Dollars ($2.00) per hour in addition to their regular rate of pay, and that rate shall become the basic hourly rate of pay.

2. All heavy duty repairman and heavy duty combination shall receive fifty cents (50¢) per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay.

1. Operators on hoists with three drums shall receive fifteen cents (15¢) per hour additional pay to the regular rate of pay. The additional pay shall be added to the regular rate and become the base rate for the entire shift.

Drilling Machine Operator, Bucket or Auger types (Calweld, auger 200 CA or similar types - watson, auger 6000 or similar types - hughes super duty, auger 200 or similar types - drilling depth of 300' maximum)

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Daily (c )

Saturday (d)

1 1/2X 1 1/2X 2XClassification Groups (b)Group 1 $42.35 $11.45 $9.65 $3.45 $0.95 $0.39 8 $68.24 $89.415 $89.415 $110.59 Group 2 $43.13 $11.45 $9.65 $3.45 $0.95 $0.39 8 $69.02 $90.585 $90.585 $112.15 Group 3 $43.42 $11.45 $9.65 $3.45 $0.95 $0.39 8 $69.31 $91.020 $91.020 $112.73 Group 4 $44.91 $11.45 $9.65 $3.45 $0.95 $0.39 8 $70.80 $93.255 $93.255 $115.71 Group 6 $45.13 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.02 $93.585 $93.585 $116.15 Group 8 $45.24 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.13 $93.750 $93.750 $116.37 Group 10 $45.36 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.25 $93.930 $93.930 $116.61 Group 12 $45.53 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.42 $94.185 $94.185 $116.95 Group 13 $45.63 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.52 $94.335 $94.335 $117.15 Group 14 $45.66 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.55 $94.380 $94.380 $117.21 Group 15 $45.74 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.63 $94.500 $94.500 $117.37 Group 16 $45.86 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.75 $94.680 $94.680 $117.61 Group 17 $46.03 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.92 $94.935 $94.935 $117.95 Group 18 $46.13 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.02 $95.085 $95.085 $118.15 Group 19 $46.24 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.13 $95.250 $95.250 $118.37 Group 20 $46.36 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.25 $95.430 $95.430 $118.61 Group 21 $46.53 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.42 $95.685 $95.685 $118.95 Group 22 $46.63 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.52 $95.835 $95.835 $119.15 Group 23 $46.74 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.63 $96.000 $96.000 $119.37 Group 24 $46.86 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.75 $96.180 $96.180 $119.61 Group 25 $47.03 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.92 $96.435 $96.435 $119.95

a Includes an amount withheld for supplemental dues.b For classifications within each group, see pages 8 and 9.c Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate.

Straight – Time Overtime Hourly RateHealth and

WelfareHealth and

WelfareTraining

PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS

Total Hourly Rate

Other Payments

Pension

DETERMINATION: SC-23-63-2-2016-2



ISSUE DATE: August 22, 2016

CRAFT: #OPERATING ENGINEER (Special Shift)




Employer Payments Vacation/

Holiday (a)CLASSIFICATION

(Journeyperson)Basic Hourly

RateSunday/ HolidaySunday/ Holiday

Hours

9A


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1 1/2X 1 1/2X 2XClassification Groups (b)Group 1 $42.85 $11.45 $9.65 $3.45 $0.95 $0.39 8 $68.74 $90.165 $90.165 $111.59 Group 2 $43.63 $11.45 $9.65 $3.45 $0.95 $0.39 8 $69.52 $91.335 $91.335 $113.15 Group 3 $43.92 $11.45 $9.65 $3.45 $0.95 $0.39 8 $69.81 $91.770 $91.770 $113.73 Group 4 $45.41 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.30 $94.005 $94.005 $116.71 Group 5 $45.51 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.40 $94.155 $94.155 $116.91 Group 6 $45.63 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.52 $94.335 $94.335 $117.15 Group 7 $45.73 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.62 $94.485 $94.485 $117.35 Group 8 $45.74 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.63 $94.500 $94.500 $117.37 Group 9 $45.84 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.73 $94.650 $94.650 $117.57 Group 10 $45.86 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.75 $94.680 $94.680 $117.61 Group 11 $45.96 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.85 $94.830 $94.830 $117.81 Group 12 $46.03 $11.45 $9.65 $3.45 $0.95 $0.39 8 $71.92 $94.935 $94.935 $117.95 Group 13 $46.13 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.02 $95.085 $95.085 $118.15 Group 14 $46.16 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.05 $95.130 $95.130 $118.21 Group 15 $46.24 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.13 $95.250 $95.250 $118.37 Group 16 $46.36 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.25 $95.430 $95.430 $118.61 Group 17 $46.53 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.42 $95.685 $95.685 $118.95 Group 18 $46.63 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.52 $95.835 $95.835 $119.15 Group 19 $46.74 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.63 $96.000 $96.000 $119.37 Group 20 $46.86 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.75 $96.180 $96.180 $119.61 Group 21 $47.03 $11.45 $9.65 $3.45 $0.95 $0.39 8 $72.92 $96.435 $96.435 $119.95 Group 22 $47.13 $11.45 $9.65 $3.45 $0.95 $0.39 8 $73.02 $96.585 $96.585 $120.15 Group 23 $47.24 $11.45 $9.65 $3.45 $0.95 $0.39 8 $73.13 $96.750 $96.750 $120.37 Group 24 $47.36 $11.45 $9.65 $3.45 $0.95 $0.39 8 $73.25 $96.930 $96.930 $120.61 Group 25 $47.53 $11.45 $9.65 $3.45 $0.95 $0.39 8 $73.42 $97.185 $97.185 $120.95

a Includes an amount withheld for supplemental dues.b For classifications within each group, see pages 8 and 9.c Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate.e The Third Shift shall work 6.5 hours, exclusive of meal period, for which 8 hours straight-time shall be paid at the non-shift rate, Monday thorugh Friday.


Training Overtime Hourly RateStraight – Time Overtime Hourly Rate

Total Hourly Rate

Total Hourly Rate

Daily (c )

Saturday (d) Sunday/ Holiday

Basic Hourly Rate

Health and Welfare

Pension Other Payments

Hours (e)


ISSUE DATE: August 22, 2016DETERMINATION: SC-23-63-2-2016-2

CRAFT: #OPERATING ENGINEER (Multi-Shift)


PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS

9B




Employer Payments


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GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1


CRAFT: #LABORER AND RELATED CLASSIFICATIONS

DETERMINATION: SC-23-102-2-2017-1 ISSUE DATE: February 22, 2017 EXPIRATION DATE OF DETERMINATION: July 2, 2017** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rates Classification a Basic Health Pension Vacation/ Training Other Hours Total Dailyb Saturdaybc Sunday

(Journeyperson) Hourly and and Payment Hourly and Rate Welfare Holidayd Rate 1 1/2X 1 1/2X Holiday CLASSIFICATION GROUPS Group 1 $32.34 7.06 6.75 4.57 0.69 0.67 8 52.08 68.250 68.250 84.42 Group 2 32.89 7.06 6.75 4.57 0.69 0.67 8 52.63 69.075 69.075 85.52 Group 3 33.44 7.06 6.75 4.57 0.69 0.67 8 53.18 69.900 69.900 86.62 Group 4 34.99 7.06 6.75 4.57 0.69 0.67 8 54.73 72.225 72.225 89.72 Group 5 35.34 7.06 6.75 4.57 0.69 0.67 8 55.08 72.750 72.750 90.42 ___________ # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html.

a For classification within each group, see page 14. b Any hours worked over 12 hours in a single workday are double (2) time. c Saturdays in the same work week may be worked at straight-time if job is shut down during work week due to inclement weather

or similar Act of God, or a situation beyond the employers control. d Includes an amount per hour worked for supplemental dues RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774.

13

http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp

http://www.dir.ca.gov/das/das.html

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DETERMINATION: SC-23-102-2-2017-1 CLASSIFICATION GROUPS GROUP 1 Boring Machine Helper (Outside) Certified Confined Space Laborer Cleaning and Handling of Panel Forms Concrete Screeding for Rough Strike-Off Concrete, Water Curing Demolition Laborer, the cleaning of brick if performed by an employee performing any other phase of demolition work, and the cleaning of lumber Fiberoptic Installation, Blowing, Splicing, and Testing Technician on public right-of- way only Fire Watcher, Limbers, Brush Loaders, Pilers and Debris Handlers Flagman Gas, Oil and/or Water Pipeline Laborer Laborer, Asphalt-Rubber Material Loader Laborer, General or Construction Laborer, General Cleanup Laborer, Jetting Laborer, Temporary Water and Air Lines Plugging, Filling of Shee-Bolt Holes; Dry Packing of Concrete and Patching Post Hole Digger (Manual) Railroad Maintenance, Repair Trackman and Road Beds; Streetcar and Railroad

Construction Track Laborers Rigging and Signaling Scaler Slip Form Raisers Tarman and Mortar Man Tool Crib or Tool House Laborer Traffic Control by any method Water Well Driller Helper Window Cleaner Wire Mesh Pulling - All Concrete Pouring Operations GROUP 2 Asphalt Shoveler Cement Dumper (on 1 yard or larger mixer and handling bulk cement) Cesspool Digger and Installer Chucktender Chute Man, pouring concrete, the handling of the chute from readymix trucks,

such as walls, slabs, decks, floors, foundations, footings, curbs, gutters and sidewalks

Concrete Curer-Impervious Membrane and Form Oiler Cutting Torch Operator (Demolition) Fine Grader, Highways and Street Paving, Airport, Runways, and similar type

heavy construction Gas, Oil and/or Water Pipeline Wrapper-Pot Tender and Form Man Guinea Chaser Headerboard Man-Asphalt Installation of all Asphalt Overlay Fabric and Materials used for Reinforcing

Asphalt Laborer, Packing Rod Steel and Pans Membrane Vapor Barrier Installer Power Broom Sweepers (small) Riprap, Stonepaver, placing stone or wet sacked concrete Roto Scraper and Tiller Sandblaster (Pot Tender) Septic Tank Digger and Installer (leadman)

GROUP 2 (continued) Tank Scaler and Cleaner Tree Climber, Faller, Chain Saw Operator, Pittsburgh Chipper and similar type Brush Shredders Underground Laborer, including Caisson Bellower GROUP 3 Asphalt Installation of all fabrics Buggymobile Man Compactor (all types including Tampers, Barko, Wacker) Concrete Cutting Torch Concrete Pile Cutter Driller, Jackhammer, 2 1/2 ft. drill steel or longer Dri Pak-it Machine Gas, Oil and/or Water Pipeline Wrapper - 6-inch pipe and over by any method,

inside and out High Scaler (including drilling of same) Impact Wrench, Multi-Plate Kettlemen, Potmen and Men applying asphalt, lay-kold, creosote, lime caustic

and similar type materials Laborer, Fence Erector Material Hoseman (Walls, Slabs, Floors and Decks) Operators of Pneumatic, Gas, Electric Tools, Vibrating Machines, Pavement

Breakers, Air Blasting, Come-Alongs, and similar mechanical tools not separately classified herein; operation of remote controlled robotic tools in connection with Laborers work

Pipelayer's backup man, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services

Power Post Hole Digger Rock Slinger Rotary Scarifier or Multiple Head Concrete Chipping Scarifier Steel Headerboard Man and Guideline Setter Trenching Machine, Hand Propelled GROUP 4 Any Worker Exposed to Raw Sewage Asphalt Raker, Luteman, Ironer, Asphalt Dumpman, and Asphalt Spreader

Boxes (all types) Concrete Core Cutter (walls, floors or ceilings), Grinder or Sander Concrete Saw Man, Cutting Walls or Flat Work, Scoring old or new concrete Cribber, Shorer, Lagging, Sheeting and Trench Bracing, Hand-Guided Lagging

Hammer Head Rock Slinger Laborer, Asphalt-Rubber Distributor Bootman Laser Beam in connection with Laborer's work Oversize Concrete Vibrator Operator, 70 pounds and over Pipelayer Prefabricated Manhole Installer Sandblaster (Nozzleman), Water Blasting, Porta Shot-Blast Subsurface Imaging Laborer Traffic Lane Closure, certified GROUP 5 Blasters Powderman Driller Toxic Waste Removal Welding, certified or otherwise in connection with Laborers’ work

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CRAFT: # PARKING AND HIGHWAY IMPROVEMENT

(STRIPING, SLURRY AND SEAL COAT OPERATIONS-LABORER)

DETERMINATION: SC-23-102-6-2016-2 ISSUE DATE: August 22, 2016 EXPIRATION DATE OF DETERMINATION: July 2, 2017** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rates Classification Basic Health Pension Vacation/ Training Other Hours Total Daily 6th & 7th Holiday

(Journeyperson) Hourly and Holiday Hourly Day Rate Welfare Rate 1 1/2X 1 1/2X 2X CLASSIFICATION GROUPS Group 1 $34.86 $7.06 $3.95 $4.81a $1.21 $0.56 8 b$52.45 $69.880 c $69.880 $87.31 Group 2 36.16 7.06 3.95 4.81a 1.21 0.56 8 b 53.75 71.830 c 71.830 89.91 Group 3 38.17 7.06 3.95 4.81a 1.21 0.56 8 b 55.76 74.845 c 74.845 93.93 Group 4 39.91 7.06 3.95 4.81a 1.21 0.56 8 b 57.50 77.455 c 77.455 97.41 _______________________ # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html. a Includes an amount per hour worked for Supplemental Dues. b Straight-time hours: 8 consecutive hours per day. 40 hours over 5 consecutive days, Monday through Sunday shall constitute a week’s work at straight time. c The sixth consecutive day in the same work week may be worked at straight-time if job is shut down during work week due to inclement weather. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. CLASSIFICATION GROUPS: Group 1 Protective coating, Pavement sealing

(repairs and filling of cracks by any method to parking lots, game courts and playgrounds)

Installation of carstops Traffic Control Person & Serviceman;

including work of installing and protecting utility covers, traffic delineating devices, posting of no parking and notifications for public convenience

Asphalt Repair Equipment Repair Technician

Group 2 Traffic Surface Abrasive Blaster Pot Tender Traffic Control Person/Certified Traffic Control Person Repairing and filling of cracks and surface

cleaning on streets, highways, and airports by any means, and other work not directly connected with the application of slurry seal

Slurry Seal Squeegeeman (finisher)

18E

Group 3 Traffic Delineating Device Applicator Traffic Protective System Installer Pavement Marking Applicator Slurry Seal Applicator Operator (Line Driver) Shuttleman (loader/slurry machine

operations) operation of all related machinery and equipment

Group 4 Traffic Striping Applicator Slurry Seal Mixer Operator

Power Broom Sweeper (operation of all related machinery and equipment)



http://www.dir.ca.gov/OPRL/PWD


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CRAFT: TUNNEL WORKER (LABORER)

DETERMINATION: SC-23-102-12-2016-2 ISSUE DATE: August 22, 2016 EXPIRATION DATE OF DETERMINATION: July 2, 2017** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday Sunday (Journeyperson) Hourly and Holiday Payments Hourly and Rate Welfare Rate 1 1/2Xc 1 1/2Xc Holiday Group I $38.09 $7.06 $6.75 a$4.57 $0.69 $0.67 8 $57.83 $76.875 $76.875 $95.92 Group II $38.41 $7.06 $6.75 a$4.57 $0.69 $0.67 8 $58.15 $77.355 $77.355 $96.56 Group III $38.87 $7.06 $6.75 a$4.57 $0.69 $0.67 8 $58.61 $78.045 $78.045 $97.48 Group IVb $39.56 $7.06 $6.75 a$4.57 $0.69 $0.67 8 $59.30 $79.080 $79.080 $98.86

a Includes an amount per hour worked for supplemental dues. b The classification “Shaft and Raise Work” shall be applicable to all work from the entrance to the shaft or raise and including surge chambers. This classification shall apply to all work involving surge chambers up to ground level. c All work performed over 12 hours in a single work day shall be paid for at double time (2x). CLASSIFICATIONS Group I Batch Plant Laborer Bottom Lander Changehouseman Dumpman Outside Dumpman Loading and Unloading Agitator Cars Nipper Pot Tender using mastic or other materials Rollover Dumpman Shotcrete Man (helper) Swamper/Brakemen (Brakeman and Switchman on tunnel work) Tool Man Top Lander Tunnel Materials Handling Man

Group II Bull Gang Mucker Trackman Chemical Grout Jetman Chucktender Cabletender Concrete crew-include Rodders and Spreaders Grout Mixerman Grout Pumpman Operating of Trowling and/or Grouting Machines Vibratorman Jack Hammer Pneumatic Tools (except driller)

Group III Blaster Driller Powderman Cherry Pickerman Grout Gunman Jackleg Miner Jumbo Man Kemper and other Pneumatic Concrete Placer Operator Miner - Tunnel (hand or machine) Micro-Tunneling, Micro-Tunneling Systems Nozzleman Powderman-Primer House Primer Man Sandblaster Segment Erector Steel Form Raiser and Setter Timberman, Retimberman, wood or steel Tunnel Concrete Finisher

Group IV Shaft and Raise Workb Diamond Driller

RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director - Research Unit at (415) 703-4774.


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CRAFT: # CEMENT MASON DETERMINATION: SC-23-203-2-2016-1 ISSUE DATE: August 22, 2016 EXPIRATION DATE OF DETERMINATION: June 30, 2017* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for new rates after 10 days from the expiration date, if no subsequent determination is issued. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Total Sunday/ (JOURNEYPERSON) Hourly and Vacation/ Other Hourly Daily Saturdaya Holiday Rate Welfare Pension Holiday Training Payments Hours Rate 1 1/2X 1 1/2X 2X Cement Mason, Curb and Gutter Machine Operator; Clary and Similar Type of Screed Operator (Cement only); Grinding Machine Operator (all types); Jackson Vibratory, Texas Screed and Similar Type Screed Operator; Scoring Machine Operator $33.30 7.77 8.24 6.68b 0.64 0.27 8 56.90 73.550c 73.550c 90.20 Magnesite, magnesite-terrazzo and mastic composition, Epoxy, Urethanes and exotic coatings, Dex-O-Tex $33.42 7.77 8.24 6.68b 0.64 0.27 8 57.02 73.730c 73.730c 90.44 Floating and Troweling Machine Operator $33.55 7.77 8.24 6.68b 0.64 0.27 8 57.15 73.925c 73.925c 90.70 ___________________________ # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html. a Saturday in the same work week may be worked at straight-time rate, up to 8 hours on Saturday or when the employee has worked a total of 40 hours in the work week, if it is not reasonably possible for any individual employee on a particular job site to complete 40 hours of work on a 8 hour day, Monday through Friday, due to inclement weather or similar act of God or a situation beyond the control of the contractor. b Includes an amount for supplemental dues. c Rate applies to the first 4 daily overtime hours and the first 12 hours worked on Saturday. All other time is paid at the double time (2X) rate. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774.

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CRAFT: #TEAMSTER (APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE)

DETERMINATION: SC-23-261-2-2017-1 ISSUE DATE: February 22, 2017 EXPIRATION DATE OF DETERMINATION: June 30, 2017** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rates Classificationc Basic Health Pension Vacation/ Traininge Other Hours Total Dailyd Saturday d Sunday/

(Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Group I 29.09 16.87 5.00 2.90a 1.62 .45 8 55.93 70.475 70.475 85.02 Group II 29.24 16.87 5.00 2.90a 1.62 .45 8 56.08 70.70 70.70 85.32 Group III 29.37 16.87 5.00 2.90a 1.62 .45 8 56.21 70.895 70.895 85.58 Group IV 29.56 16.87 5.00 2.90a 1.62 .45 8 56.40 71.18 71.18 85.96 Group V 29.59 16.87 5.00 2.90a 1.62 .45 8 56.43 71.225 71.225 86.02 Group VI 29.62 16.87 5.00 2.90a 1.62 .45 8 56.46 71.27 71.27 86.08 Group VII 29.87 16.87 5.00 2.90a 1.62 .45 8 56.71 71.645 71.645 86.58 Group VIII 30.12 16.87 5.00 2.90a 1.62 .45 8 56.96 72.02 72.02 87.08 Group IX 30.32 16.87 5.00 2.90a 1.62 .45 8 57.16 72.32 72.32 87.48 Group X 30.62 16.87 5.00 2.90a 1.62 .45 8 57.46 72.77 72.77 88.08 Group XI 31.12 16.87 5.00 2.90a 1.62 .45 8 57.96 73.52 73.52 89.08 Subjourneymanb 0-2000 hours 14.35 16.87 5.00 1.55a 1.62 .45 8 39.84 47.015 47.015 54.19 2001-4000 hours 16.35 16.87 5.00 1.80a 1.62 .45 8 42.09 50.265 50.265 58.44 4001-6000 hours 18.35 16.87 5.00 2.05a 1.62 .45 8 44.34 53.515 53.515 62.69 Over 6000 hours and thereafter at journeyman rates ___________________

# Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp . To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html. a Includes an amount for Supplemental Dues. b Subjourneyman may be employed at a ratio of one subjourneyman for every five journeymen. c For classifications within each group, see page 21A. d Rate applies to the first 4 daily overtime hours on weekdays and the first 12 hours on Saturday. All other overtime is paid at the Sunday/Holiday double-time rate. e Includes $0.60 for Apprentice Program Fund.

RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774.

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DETERMINATION: SC-23-261-2-2017-1 Group I Warehouseman and Teamster Group II Driver of Vehicle or Combination of Vehicles - 2 axles Traffic Control Pilot Car, excluding moving heavy equipment permit

load Truck Mounted Power Broom Group III Driver of Vehicle or Combination of Vehicles - 3 axles Bootman Cement Mason Distribution Truck Fuel Truck Driver Water Truck - 2 axles Dump Truck of less than 16 yards water level Erosion Control Driver Group IV Driver of Transit Mix Truck-Under 3 yds Dumpcrete Truck Less than 6 1/2 yards water level Truck Repairman Helper Group V Water Truck 3 or more axles Warehouseman Clerk Working Truck Driver Truck Greaser and Tireman - $0.50 additional for Tireman Pipeline and Utility Working Truck Driver, including Winch Truck and Plastic Fusion, limited to Pipeline and Utility Work Slurry Truck Driver

Group VI Driver of Transit Mix Truck - 3 yds or more Dumpcrete Truck 6 1/2 yds water level and over Driver of Vehicle or Combination of Vehicles - 4 or more axles Driver of Oil Spreader Truck Dump Truck 16 yds to 25 yds water level Side Dump Trucks Flow Boy Dump Trucks Group VII A Frame, Swedish Crane or Similar Forklift Driver Ross Carrier Driver Group VIII Dump Truck of 25 yds to 49 yards water level Truck Repairman Water Pull Single Engine Welder Group IX Truck Repairman Welder Low Bed Driver, 9 axles or over Group X Water Pull Single Engine with attachment Dump Truck and Articulating - 50 yards or more water level Group XI Water Pull Twin Engine Water Pull Twin Engine with attachments Winch Truck Driver - $0.25 additional when operating a Winch or similar special attachments

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CRAFT: #TEAMSTER (SPECIAL SHIFT) (APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE)

DETERMINATION: SC-23-261-2-2017-1 ISSUE DATE: February 22, 2017 EXPIRATION DATE OF DETERMINATION: June 30, 2017** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rates Classificationc Basic Health Pension Vacation/ Traininge Other Hours Total Dailyd Saturdayd Sunday/

(Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Group I 29.59 16.87 5.00 2.90a 1.62 .45 8 56.43 71.225 71.225 86.02 Group II 29.74 16.87 5.00 2.90a 1.62 .45 8 56.58 71.45 71.45 86.32 Group III 29.87 16.87 5.00 2.90a 1.62 .45 8 56.71 71.645 71.645 86.58 Group IV 30.06 16.87 5.00 2.90a 1.62 .45 8 56.90 71.93 71.93 86.96 Group V 30.09 16.87 5.00 2.90a 1.62 .45 8 56.93 71.975 71.975 87.02 Group VI 30.12 16.87 5.00 2.90a 1.62 .45 8 56.96 72.02 72.02 87.08 Group VII 30.37 16.87 5.00 2.90a 1.62 .45 8 57.21 72.395 72.395 87.58 Group VIII 30.62 16.87 5.00 2.90a 1.62 .45 8 57.46 72.77 72.77 88.08 Group IX 30.82 16.87 5.00 2.90a 1.62 .45 8 57.66 73.07 73.07 88.48 Group X 31.12 16.87 5.00 2.90a 1.62 .45 8 57.96 73.52 73.52 89.08 Group XI 31.62 16.87 5.00 2.90a 1.62 .45 8 58.46 74.27 74.27 90.08

Subjourneymanb 0-2000 hours 14.35 16.87 5.00 1.55a 1.62 .45 8 39.84 47.015 47.015 54.19 2001-4000 hours 16.35 16.87 5.00 1.80a 1.62 .45 8 42.09 50.265 50.265 58.44 4001-6000 hours 18.35 16.87 5.00 2.05a 1.62 .45 8 44.34 53.515 53.515 62.69 Over 6000 hours and thereafter at journeyman rates ___________________

#Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html. a Includes an amount for Supplemental Dues. b Subjourneyman may be employed at a ratio of one subjourneyman for every five journeymen. c For classifications within each group, see page 21A. d Rate applies to the first 4 daily overtime hours and the first 12 hours on Saturday. All other overtime is paid at the Sunday/Holiday double-time rate. e Includes $0.60 for Apprentice Program Fund. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774.

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CRAFT: #TEAMSTER (SECOND SHIFT)

(APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE)

DETERMINATION: SC-23-261-2-2017-1 ISSUE DATE: February 22, 2017 EXPIRATION DATE OF DETERMINATION: June 30, 2017** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rates Classificationc Basic Health Pension Vacation/ Trainingf Other Hoursd Total Dailye Saturdaye Sunday/

(Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X

Group I 30.09 16.87 5.00 2.90a 1.62 .45 8 56.93 71.975 71.975 87.02 Group II 30.24 16.87 5.00 2.90a 1.62 .45 8 57.08 72.20 72.20 87.32 Group III 30.37 16.87 5.00 2.90a 1.62 .45 8 57.21 72.395 72.395 87.58 Group IV 30.56 16.87 5.00 2.90a 1.62 .45 8 57.40 72.68 72.68 87.96 Group V 30.59 16.87 5.00 2.90a 1.62 .45 8 57.43 72.725 72.725 88.02 Group VI 30.62 16.87 5.00 2.90a 1.62 .45 8 57.46 72.77 72.77 88.08 Group VII 30.87 16.87 5.00 2.90a 1.62 .45 8 57.71 73.145 73.145 88.58 Group VIII 31.12 16.87 5.00 2.90a 1.62 .45 8 57.96 73.52 73.52 89.08 Group IX 31.32 16.87 5.00 2.90a 1.62 .45 8 58.16 73.82 73.82 89.48 Group X 31.62 16.87 5.00 2.90a 1.62 .45 8 58.46 74.27 74.27 90.08 Group XI 32.12 16.87 5.00 2.90a 1.62 .45 8 58.96 75.02 75.02 91.08

Subjourneymanb 0-2000 hours 14.35 16.87 5.00 1.55a 1.62 .45 8 39.84 47.015 47.015 54.19 2001-4000 hours 16.35 16.87 5.00 1.80a 1.62 .45 8 42.09 50.265 50.265 58.44 4001-6000 hours 18.35 16.87 5.00 2.05a 1.62 .45 8 44.34 53.515 53.515 62.69 Over 6000 hours and thereafter at journeyman rates ___________________

#Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html. a Includes an amount for Supplemental Dues. b Subjourneyman may be employed at a ratio of one subjourneyman for every five journeymen. c For classifications within each group, see page 21A. d The third shift shall work 6.5 hours, exclusive of meal period, for which 8 hours straight-time shall be paid at the non-shift rate, Monday through Friday. e Rate applies to the first 4 daily overtime hours and the first 12 hours on Saturday. All other overtime is paid at the Sunday/Holiday double-time rate. f Includes $0.60 for Apprentice Program Fund.

RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774.

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CRAFT: DRIVER (ON/OFF-HAULING TO/FROM CONSTRUCTION SITE)

Determination: C-MT-261-X-258-2016-1 Issue Date: February 22, 2016 Expiration date of determination: June 30, 2016* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director - Research Unit at (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Los Angeles, Orange and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Saturday/ Hourly And And Hourly Daily Holiday Sundaye

Classification Rate Welfare Pension Holidayd Training Other Hours Rate (1½ X) (1½ X) (2 X) Ready Mix Drivera $23.60 $6.00b $3.44 $0.45c - - 8.0 $33.49 $45.29 $45.29 $57.09

a New hires will be subject to employment at hourly rates that are four dollars ($4.00) less, three dollars ($3.00) less, two dollars ($2.00) less, and one dollar ($1.00) less than the straight time hourly rate for time periods of twelve (12) months each until they reach the Journeyman basic hourly rate. b The contribution applies to all hours until $1040.50 is paid for the month. c $1.09 after 4 months of service

$1.54 after 1 year of service $2.00 after 7 years of service $2.45 after 14 years of service d Includes $0.64 for Holidays after four (4) months, which would be deducted from the Vacation/Holiday rate if you choose to adopt the paid days off enumerated in the Holiday Provisions. e Emergency work and breakdown on Sundays shall be paid at time and one-half (1½x) the straight time rate.

RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director - Research Unit at (415) 703-4774.

TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director - Research Unit at (415) 703-4774.

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CRAFT: DRIVER (ON/OFF-HAULING TO/FROM CONSTRUCTION SITE)

Determination: C-DT-830-261-10-2009-1 Issue Date: February 22, 2009 Expiration date of determination: March 3, 2010* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Localities: All localities within Imperial, Inyo, Los Angeles, Mono, Orange, Riverside, San Bernardino and San Diego Counties. Employer Payments Straight-Time Overtime Hourly Rate Basic Health Vacation Total Sunday/ Hourly And And Hourly Daily Holiday Classification Rate Welfarea Pension Holidayb Training Other Hours Rate (1½ X)c (1½ X) Driver: Dump Truck $17.00 $2.05 $0.085 $0.33 - - 8.0 $19.465 $27.965 $27.965

a The contribution applies to all work up to $355.00 per month. b $0.65 after 2 years of service

$0.98 after 5 years of service $1.31 after 9 years of service

c Rate applies to work in excess of eight (8) hours daily and forty (40) hours weekly. *There is no predetermined increase applicable to this determination.

RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.

TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence requirements for the current determinations on the Internet at http://www.dir.ca.gov/DLRS/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.

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ISSUE DATE EXPIRATION DATE

TOTAL HOURLY

RATE

# BRICKLAYER, STONEMASON,MARBLE MASON, CEMENT BLOCKLAYER, POINTER, CAULKER, CLEANER

8/22/2016 04/30/2017** A 37.930 7.750 6.490 - B 0.830 0.400 C 8.0 53.400 D 72.360 D 72.360 91.330

# BRICKLAYER:

MASON FINISHER 8/22/2016 04/30/2017* A 27.310 7.750 7.150 - E 0.730 0.400 C 8.0 43.340 D 56.990 D 56.990 70.650# F BRICK TENDER 8/22/2016 06/30/2017** 30.520 7.060 6.750 G 4.100 0.650 0.470 C 8.0 49.550 64.810 64.810 80.070# BRICK TENDER:

FORKLIFT OPERATOR 8/22/2016 06/30/2017** 30.970 7.060 6.750 G 4.100 0.650 0.470 C 8.0 50.000 65.490 65.490 80.970# CARPET, LINOLEUM,

RESILIENT TILE LAYER 2/22/2017 04/30/2017** H 31.100 5.080 6.300 2.050 0.630 0.280 8.0 45.440 60.990 I 60.990 76.540J MATERIAL HANDLER 2/22/2017 04/30/2017** H 10.500 5.080 2.280 0.550 0.630 0.180 8.0 19.220 24.470 K 24.470 29.720

# DRYWALL FINISHER

DRYWALL FINISHER 2/22/2017 09/30/2017** H 37.180 8.050 6.130 3.070 0.670 0.570 8.0 55.670 74.260 L 74.260 92.850# ELECTRICIAN:

INSIDE WIREMAN, TECHNICIAN 2/22/2017 08/27/2017** 42.260 7.510 M 9.640 N - 0.350 0.270 8.0 61.300 O 83.060 O 83.060 104.830CABLE SPLICER 2/22/2017 08/27/2017** 44.200 7.510 M 9.640 N - 0.350 0.270 8.0 63.300 O 86.060 O 86.060 108.820TRANSPORTATION SYSTEMS ELECTRICIAN 2/22/2017 08/27/2017** 42.260 7.510 M 9.640 N - 0.350 0.270 8.0 61.300 O 83.060 O 83.060 104.830

TRANSPORTATION SYSTEMS ELECTRICIAN (CABLE SPLICING, WELDING AND FIBER OPTIC SPLICING)

2/22/2017 08/27/2017** 42.860 7.510 M 9.640 N - 0.350 0.270 8.0 61.920 O 83.990 O 83.990 106.060

TRANSPORTATION SYSTEMS TECHNICIAN 2/22/2017 08/27/2017** 31.700 7.510 M 9.640 N - 0.350 0.270 8.0 50.420 O 66.750 O 66.750 83.070

MAINTENANCE ELECTRICIAN 2/22/2017 08/27/2017* 24.750 7.510 M 9.640 N - 0.350 0.270 8.0 43.260 O 56.010 O 56.010 68.760SOUND INSTALLER 2/22/2017 12/31/2017** 32.500 7.750 M 3.260 - 0.650 P 0.350 8.0 45.490 Q 62.220 Q 62.220 78.960

# FIELD SURVEYOR:

R CHIEF OF PARTY (018.167-010) 2/22/2017 09/30/2017** 46.710 11.450 9.650 G 4.520 1.050 0.150 8.0 73.530 Q 96.890 Q 96.890 120.240R INSTRUMENTMAN (018.167-034) 2/22/2017 09/30/2017** 44.210 11.450 9.650 G 4.350 1.050 0.150 8.0 70.860 Q 92.970 Q 92.970 115.070R CHAINMAN/RODMAN (869.567-010) 2/22/2017 09/30/2017** 43.630 11.450 9.650 G 4.300 1.050 0.150 8.0 70.230 Q 92.040 Q 92.040 113.860

# GLAZIER 8/22/2016 05/31/2017* S 41.700 T 7.250 13.110 U - 0.770 0.530 8.0 63.360 V 83.210 V 83.210 103.060# MARBLE FINISHER 8/22/2016 05/31/2017* W 29.200 9.250 2.830 - 0.850 0.330 X 8.0 42.460 Y 57.060 Z 57.060 AA 71.660# PAINTER

AB INDUSTRIAL PAINTER 8/22/2016 06/30/2017** AC 32.520 8.050 3.040 1.550 0.700 0.910 8.0 46.770 AD 63.030 AD 63.030 AD 63.030# PAINTER:

AB PAINTER, LEAD ABATEMENT 8/22/2016 06/30/2017** AC 31.120 8.050 3.040 1.550 0.600 0.910 8.0 45.270 AD 60.830 AD 60.830 AD 60.830

AB REPAINT PAINTER, LEAD ABATEMENT 8/22/2016 06/30/2017** AC 27.590 8.050 3.040 1.550 0.600 0.910 8.0 41.740 AE 55.540 AE 55.540 AE 55.540

AB INDUSTRIAL REPAINT PAINTER 8/22/2016 06/30/2017** AC 28.840 8.050 3.040 1.550 0.700 0.910 8.0 43.090 AE 57.510 AE 57.510 AE 57.510# PLASTERER 8/22/2016 08/01/2017** 34.410 9.130 4.210 AF 5.580 0.630 0.990 AG 8.0 54.950 AD 72.150 AH 72.150 89.360# AI PLASTER TENDER 8/22/2016 08/01/2017** 34.150 7.060 6.150 AF 5.050 1.020 1.020 8.0 54.450 AJ 71.530 AK 71.530 88.600

PLASTER CLEAN-UP LABORER 8/22/2016 08/01/2017** 31.600 7.060 6.150 AF 5.050 1.020 1.020 8.0 51.900 AJ 67.700 AK 67.700 83.500# PLUMBER:

PLUMBER, INDUSTRIAL AND GENERAL PIPEFITTER 2/22/2017 06/30/2017** AL 44.160 8.160 AM 11.400 AN 3.030 1.850 AO 1.100 8.0 69.700 AP 92.500 AP 92.500 113.780

SEWER AND STORM DRAIN PIPELAYER 2/22/2017 06/30/2017** AL 33.870 8.050 AM 8.550 AN 1.000 1.580 AO 1.100 8.0 54.150 70.790 AQ 70.790 86.920

HOURS DAILY SATURDAYOTHER PAYMENTS

LOCALITY: ORANGE COUNTYDETERMINATION: ORA-2017-1 OVERTIME HOURLY RATESTRAIGHT-TIMEEMPLOYER PAYMENTS

CRAFT (JOURNEY LEVEL)

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS

PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1


SUNDAY AND

HOLIDAY

BASIC HOURLY

RATE

HEALTH AND

WELFAREPENSION VACATION/

HOLIDAY TRAINING

ferrigna

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PRINTED 8/22/17

ISSUE DATE EXPIRATION DATE

TOTAL HOURLY

RATEHOURS DAILY SATURDAYOTHER

PAYMENTS

LOCALITY: ORANGE COUNTYDETERMINATION: ORA-2017-1 OVERTIME HOURLY RATESTRAIGHT-TIMEEMPLOYER PAYMENTS

CRAFT (JOURNEY LEVEL)

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS

PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1


SUNDAY AND

HOLIDAY

BASIC HOURLY

RATE

HEALTH AND

WELFAREPENSION VACATION/

HOLIDAY TRAINING

AR

SEWER AND STORM DRAIN PIPE TRADESMAN 2/22/2017 06/30/2017** AL 17.410 8.050 0.380 - 1.010 AO 0.950 8.0 27.800 35.710 AQ 35.710 43.610

LANDSCAPE/IRRIGATION FITTER 8/22/2016 06/30/2017** W 28.340 8.160 AM 11.400 AN 2.490 1.240 AO 0.900 AQ 8.0 52.530 67.950 67.950 82.120

AS LANDSCAPE/IRRIGATION TRADESMAN 8/22/2016 06/30/2017* W 14.110 2.000 AM 0.880 - 0.100 AO 0.850 AQ 8.0 17.940 25.000 25.000 32.050REFRIGERATION SERVICE AND REPAIR (HVACR) 2/22/2017 09/03/2017** H 43.900 11.020 AT 8.840 N - 1.400 AU 0.600 8.0 65.760 87.710 AV 87.710 AA 108.510REFRIGERATION SERVICE AND REPAIR TRADESMAN (HVACR) 2/22/2017 09/03/2017* H 12.900 11.020 1.400 N - 0.600 AU 0.480 8.0 26.400 32.850 AV 32.850 AA 38.850

AW

FIRE SPRINKLER FITTER (PROTECTION AND CONTROL SYSTEMS, OVERHEAD AND UNDERGROUND)

2/22/2017 03/31/2017** 36.880 9.170 AX 11.210 - 0.450 0.250 8.0 57.960 76.400 76.400 94.840

AY

FIRE SPRINKLER FITTER (PROTECTION AND CONTROL SYSTEMS, OVERHEAD AND UNDERGROUND)

2/22/2017 08/31/2017* 39.660 9.170 14.450 N - 1.350 AZ 0.550 8.0 65.180 85.010 BA 85.010 104.840

# ROOFER 8/22/2016 07/31/2017** BB 36.120 7.810 BC 7.040 BD - 0.500 BE 0.570 8.0 52.040 AP 68.220 AP 68.220 84.410PITCH WORK 8/22/2016 07/31/2017** BB 37.870 7.810 BC 7.040 BD - 0.500 BE 0.570 8.0 53.790 AP 70.850 AP 70.850 87.910PREPARER 8/22/2016 07/31/2017** BB 37.120 7.810 BC 7.040 BD - 0.500 BE 0.570 8.0 53.040 AP 69.720 AP 69.720 86.410

# SHEET METAL WORKER 8/22/2016 06/30/2017** AC 41.860 9.870 BF 16.210 - 0.820 0.650 8.0 69.410 BG 90.340 BG 90.340 111.270# TERRAZZO FINISHER 2/22/2017 08/31/2017** H 28.530 8.360 3.400 N - 0.510 0.120 AQ 8.0 40.920 Y 55.190 Z 55.190 AA 69.450# TERRAZZO WORKER 2/22/2017 08/31/2017** H 35.570 9.150 3.400 N - 0.590 0.120 AQ 8.0 48.830 Y 66.610 Z 66.610 AA 84.400# TILE FINISHER 2/22/2017 05/31/2017* W 24.530 8.430 1.890 - 0.760 0.280 X 8.0 35.890 Y 48.160 Z 48.160 AA 60.420# TILE LAYER 2/22/2017 05/31/2017* W 35.890 9.250 6.030 - 0.960 0.370 X 8.0 52.500 Y 70.440 Z 70.440 AA 88.390

FOOTNOTES

ferrigna

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PRINTED 8/22/17

A P P E N D I X M

1 . C A L T R A N S E n c r o a c h m e n t P E R M I T 2 . C a l t r a n s H M A P a v e m e n t S m o o t h n e s s S p e c i f i c a t i o n

S e c t i o n 3 9 - 1 . 1 2 3. Caltrans Form TR-0133, Certification of Structural Experience 4. Caltrans Encroachment Permit Survey Grid TR-0151 5. Caltrans Encroachment Permit Settlement Rod Detail TR-0151

Contract No. XX-XXXXXX CCO No. XXX Attachment Page 1 of 5

HMA Pavement Smoothness 2010 Specification Replace the headings and paragraphs in section 39-1.12 with:

39-1.12A General Section 39-1.12 includes specifications for measuring pavement smoothness with an inertial profiler (IP) and straightedge, analyzing the data with FHWA's engineering software ProVAL, and correcting deficient smoothness.

Test pavement smoothness using an IP except use a 12-foot straightedge at the following locations:

1. Traffic lanes less than 1,000 feet in length including ramps, turn lanes, and acceleration and deceleration lanes

2. HMA pavement within 3 feet from and parallel to the construction joint formed between curbs, gutters, or existing pavement

3. Areas within 15 feet of manholes 4. Shoulders 5. Weigh-in-motion areas 6. Miscellaneous areas such as medians, gore areas, turnouts, and maintenance pullouts Where IP testing is required, pavement smoothness for each lane must be determined by the international roughness index (IRI) for the left and right wheel paths in an individual lane and then averaging the results. The average of the IRIs from the left and right wheel paths for the same lane is the mean roughness index (MRI) of the lane. The wheel paths are a pair of lines 3 feet from and parallel to the edge of a lane. Left and right wheel paths are based on the direction of travel.

Where IP testing is required, identify areas of localized roughness. Areas of localized roughness must be identified using the ProVAL smoothness assurance analysis by calculating continuous IRI for each wheel path with a 25-foot interval using a 250 mm filter.

Interpret references to "must-grinds" as "localized roughness" and "PI0" as "MRI" in the RSS for section 39.

39-1.12B Submittals At least 5 business days before start of initial profiling or changing profiler or operator, submit:

1. IP certification issued by Texas Transportation Institute. The certification must be not more than 12 months old.

2. Operator certification for the IP issued by Texas Transportation Institute. The certification must be not more than 36 months old.

3. List of manufacturer's recommended test procedures for IP calibration and verification. Within 2 business days after cross correlation testing, submit ProVAL profiler certification analysis report for cross correlation test results performed on test section to the Engineer and to the electronic mailbox address:

[email protected]

Within 2 business days after each day of inertial profiling, submit profile data to the Engineer and to the electronic mailbox address:

[email protected]

Profiling data must include:

1. Raw profile data for each lane. 2. ProVAL ride quality analysis report for IRIs of left and right wheel paths of each lane. Submit in pdf

file format. 3. ProVAL ride quality analysis report for MRIs of each lane. Submit in pdf file format.

mailto:[email protected]�

mailto:[email protected]�

Contract No. XX-XXXXXX CCO No. XXX Attachment Page 2 of 5 4. ProVAL smoothness assurance analysis report for IRIs of left wheel path. Submit in pdf file format. 5. ProVAL smoothness assurance analysis report for IRIs of right wheel path. Submit in pdf file format. 6. GPS data file for each lane in GPS exchange. Submit in GPS eXchange file format. 7. Manufacturer's recommended IP calibration and verification tests results. 8. AASHTO IP calibration and verification test results including bounce, block, and distance

measurement instrument (DMI). Submit the raw profile data in unfiltered electronic pavement profile file (PPF) format. Name the PPF file using the following naming convention:

YYYYMMDD_TTCCCRRR_D_L_W_S_X_PT.PPF where: YYYY = year MM = Month, leading zero DD = Day of month, leading zero TT = District, leading zero CCC = County, 2 or 3 letter abbreviation as shown in section 1-1.08 RRR = Route number, no leading zeros D = Traffic direction as NB, SB, WB, or EB L = Lane number from left to right in direction of travel W = Wheel path as "L" for left, "R" for right, or "B" for both S = Beginning station to the nearest foot (i.e., 10+20) or beginning post mile to the nearest hundredth

(i.e., 25.06) no leading zero X = Profile operation as "EXIST" for existing pavement, "INTER" for after prepaving smoothness

correction, "PAVE" for after paving, and "CORR" for after final surface pavement correction PT = Pavement type (i.e., HMA, RHMA, HMA-O, RHMA-O, RHMA-G, etc.)

Electronic PPF files that do not follow this standardized naming convention will be rejected.

Within 2 business days of performing straightedge measurements, submit areas requiring smoothness correction. Identify locations of smoothness correction by:

1. Location Number 2. District-County-Route 3. Beginning station or post mile to the nearest 0.01 mile 4. For correction areas within a lane:

4.1. Lane direction as NB, SB, EB, or WB 4.2. Lane number from left to right in direction of travel 4.3. Wheel path as "L" for left, "R" for right, or "B" for both

5. For correction areas not within a lane: 5.1. Identify pavement area (i.e., shoulder, weight station, turnout) 5.2. Direction and distance from centerline as "L" for left or "R" for right

6. Estimated size of correction area 39-1.12C Inertial Profiler Calibration and Verification Tests IP equipment must display a current certification decal with expiration date.

Operate the IP according to the manufacturer's recommendations and AASHTO R57-10 at 1-inch recording intervals.

Notify the Engineer 2 business days before performing IP calibration and verification testing.

Conduct the following IP calibration and verification tests in the Engineer's presence each day before performing inertial profiling:

1. Block test. Verify the height sensor accuracy under AASHTO R57-10, section 5.3.2.3.

Contract No. XX-XXXXXX CCO No. XXX Attachment Page 3 of 5 2. Bounce test. Verify the combined height sensor and accelerometer accuracy under AASHTO R57-10,

section 5.3.2.3.2. 3. DMI test. Calibrate the accuracy of the testing procedure under AASHTO R56-10, section 8.4. 4. Manufacturer's recommended tests. Conduct cross correlation IP verification test in the Engineer's presence before performing initial profiling. Verify cross correlation IP verification test at least annually. Conduct 5 repeat runs of the IP on an authorized test section. The test section must be on an existing asphalt concrete pavement surface 0.1 mile long. Calculate a cross correlation to determine the repeatability of your device under Section 8.3.1.2 of AASHTO R56-10 using ProVAL profiler certification analysis with a 3 feet maximum offset. The cross correlation must be a minimum of 0.92.

For each 0.1 mile section, your IRI values must be within 10 percent of the Department's IRI values. The Engineer may order you to recalibrate your IP equipment and reprofile. If your results are inaccurate due to operator error, the Engineer may disqualify your IP operator.

39-1.12D Acceptance Criteria For areas that require pavement smoothness determined using an IP, the pavement surface must:

1. Have no areas of localized roughness with an IRI greater than 120 in/mi 2. Comply with the MRI requirements shown in the following tables for a 0.1 mile section:

HMAa,b Pavement Smoothness Acceptance Criteria

HMA thickness MRI requirement

> 0.20 foot 60 in/mi or less

≤0.20 foot Report only a Except OGFC bCorrect areas of localized roughness.

OGFCa Pavement Smoothness Acceptance Criteria

OGFC placement on MRI requirement

New construction, or HMA overlay Report only

Existing pavement Report only

Milled surface Report only aCorrect areas of localized roughness.

For areas that require pavement smoothness determined using a 12-foot straightedge, the HMA pavement surface must not vary from the lower edge of the straightedge by more than:

1. 0.01 foot when the straightedge is laid parallel with the centerline 2. 0.02 foot when the straightedge is laid perpendicular to the centerline and extends from edge to edge

of a traffic lane 3. 0.02 foot when the straightedge is laid within 24 feet of a pavement conform Pavement smoothness may be accepted based on your testing in the absence of the Department's testing.

Contract No. XX-XXXXXX CCO No. XXX Attachment Page 4 of 5 39-1.12E Smoothness Measurement 39-1.12E(1) General Notify the Engineer of start location by station and start time at least 2 business days before profiling.

Remove foreign objects on the pavement surface before profiling.

39-1.12E(2) Inertial Profiler Mark the beginning and ending station on the pavement shoulder before profiling. Stationing must be the same when profiling more than one surface.

While collecting the profile data to determine IRI, record the following locations in the raw profile data:

1. Begin and end of all bridge approach slabs 2. Begin and end of all bridges 3. Begin and end of all culverts visible on the roadway surface Determine the MRI for 0.1-mile fixed sections using the ProVAL ride quality analysis with a 250 mm filter. Profile the left and right wheel paths of each lane. Calculate the MRI of each lane. A partial section less than 0.1 mile that is the result of an interruption to continuous pavement surface must comply with the MRI specifications for a full section. Adjust the MRI for a partial section to reflect a full section based on the proportion of a section paved.

Determine the areas of localized roughness using a continuous IRI for each wheel path with a 25-foot interval using a 250 mm filter. Localized roughness greater than 120 in/mi must be corrected regardless of the IRI values of a 0.1-mile section.

Determine the MRI of the HMA, except OGFC. If the MRI of the final pavement surface is greater than the MRI acceptance requirement in the table titled "HMA Pavement Smoothness Acceptance Criteria" in section 39-1.12D, correct to the MRI acceptance requirement in the table.

The final surface of HMA must meet MRI acceptance requirements in the table titled "HMA Pavement Smoothness Acceptance Criteria" in section 39-1.12D before placing OGFC.

Determine the MRI of the OGFC. If OGFC MRI is greater than the accepted value in the table titled "OGFC Pavement Smoothness Acceptance Criteria" in section 39-1.12D, correct to the MRI acceptance requirement in the table.

39-1.12E(3) Straightedge Measure areas that require 12-foot straightedge. If the straightedge measurement is greater than the accepted value in section 39-1.12D, correct to the acceptance requirement.

39-1.12F Smoothness Correction If the final surface of the pavement does not comply with section 39-1.12D, grind the pavement to within specified tolerances, remove and replace it, or place an overlay of HMA. Do not start corrective work until your method is authorized.

Smoothness correction of the final pavement surface must leave at least 75 percent of the specified HMA thickness. If ordered, core the pavement at the locations determined by the Engineer. Coring, including traffic control, is change order work. Remove and replace deficient pavement areas where the overlay thickness is less than 75 percent of the thickness specified as determined by the Engineer.

If you choose to correct OGFC, the Engineer determines if the corrective method causes raveling. OGFC that is raveling must be removed and replaced.

Corrected HMA pavement areas must be uniform rectangles with edges:

1. Parallel to the nearest HMA pavement edge or lane line 2. Perpendicular to the pavement centerline

Contract No. XX-XXXXXX CCO No. XXX Attachment Page 5 of 5 On ground areas not to be overlaid with OGFC, apply fog seal coat under section 37-2.

Where corrections are made within areas requiring testing with IP, reprofile the entire lane length with the IP device.

Where corrections are made within areas requiring testing with a 12-foot straightedge, retest the corrected area with the straightedge.

39-1.12G Prepaving Inertial Profiler Section 39-1.12G applies to existing asphalt concrete areas receiving an HMA overlay. Comply with section 39-1.12A–39-1.12C and 39-1.12E.

Before starting paving operations, perform prepaving IP measurements. Prepaving IP includes taking profiles of the existing pavement, analyzing the data with ProVAL to determine existing pavement IRI, MRI, and areas of localized roughness.

Identify areas of localized roughness greater than 140 in/mi.

39-1.12H Prepaving Grinding Section 39-1.12H applies to existing asphalt concrete areas receiving an HMA overlay of less than or equal to 0.20 foot.

Correct areas of localized roughness greater than 140 in/mi.

Prepaving grinding day includes correcting areas of localized roughness, taking profiles of the corrected areas, and submitting profile data as specified in section 39-1.12B.

Notify the Engineer of those areas of localized roughness that cannot be corrected by prepaving grinding. The Engineer responds to your notification within 5 business days.

For those areas of localized roughness that cannot be corrected by grinding, the Engineer may order you to either (1) not correct the areas of localized roughness or (2) correct areas of localized roughness by a different method and take profiles of the corrected areas with an IP.

Corrective work not performed by prepaving grinding, including taking profiles of the corrected areas and associated traffic control, is change order work.

Correct prepaving areas of localized roughness that you predict will cause the final surface of HMA pavement to be noncompliant with the smoothness specifications. After correcting prepaving areas of localized roughness, take profiles of the corrected area and submit profile data as specified in section 39-1.12B.

Dispose of grinding residue.

Pave within 7 days of correcting areas.

The final pavement surface must comply with section 39-1.12D.

If ordered not to correct areas of localized roughness, the smoothness specifications do not apply to the final pavement surface placed in those areas.

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION

ENCROACHMENT PERMIT SETTLEMENT ROD DETAILTR-0152 (REV. 09/2006)

Road Box, H-20 loading when required to beinstalled withing the pavement area.

PVC threaded cap to be removed by hand.

Small chain attached to rebar with hose clamp torestrict maximum movement on chain to allow for 3"of settlement on rod. Slot top of PVC to hold chain.

BETONITE SEAL

6" DIAMETER BOREHOLE FILLED WITH SAND

2 - 1/2" DIAMETER PVC CASING

3/4" REBAR driven 6" to 12" past the bottom of the borehole

( SOLIDLY ANCHORED )

24"

12" - 18"

CASING

ABANDONMENT PROCEDURES

1. Remove PVC cap, rebar, and restrictionchain.

2. Fill borehole with sand to 24" belowbottom of Road Box when within themedian or shoulder areas.

3. Fill remainder of borehole with Bentoniteseal mixture.

4. Remove Road Box and back fill with anapproved backfill.

NOTE:

It shall be installed over the centerline ofthe installation, within the median,shoulder area, or within the pavement asdirected by the State's Representative.

A P P E N D I X N

C A L T R A N S B U Y A M E R I C A N R E Q U I R E M E N T S

Federal Highway Administration, California Division Sample Scenarios for Buy America under MAP-21 Original: July 12, 2013 Revised August 22, 2013

Action Before 10/1/20121 Action After 10/1/20121,2 Do Buy America Apply1,2 & MAP-21 Apply? UA executed. UA has no federal funds. Construction contract executed. Federal funds obligated for construction contract.

No future contracts executed or federal funds obligations.

UA: Buy America does not apply. Construction contract: Buy America applies. MAP-21: Does not apply. Change order adds federal funds

to the construction but not the UA.

UA1 Signed. UA1 has no federal funds.

Federal funds obligated for construction UA2 executed. UA2 has no federal funds.

UA1: Buy America does not apply. Construction contract and UA2: Buy America Applies. MAP-21: Applies. Construction, UA 2 and other project activities that come under contract after 10/1/2012 are subject to Buy America.

UA Signed. UA Has no federal funds.

Construction contract executed. Construction contract has no federal funds.

UA: Buy America does not apply. Construction contract: Buy America Applies. MAP-21: Applies. Construction and other project activities that come under contract after 10/1/2012 are subject to Buy America.2

UA1 Signed. UA1 Has federal funds.

Construction contract executed. Construction contract has no federal funds. UA2 Signed. UA2 Has no federal funds.

UA1: Buy America applies. Construction contract and UA2: Buy America Applies. MAP-21: Applies. Construction, UA 2 and other project activities that come under contract after 10/1/2012 are subject to Buy America.2

UA1 Signed. UA1 Has no federal funds. Construction contract executed. Construction contract has no federal funds.

UA2 Signed. UA2 Has no federal funds. No future federal highway fund obligations or additional project contracts planned.

UA1: Buy America does not apply. Construction contract: Buy America does not apply. UA2: Buy America Applies. MAP-21: Applies. Execution of UA2 triggers MAP-21 and project activities that come under contract after 10/1/2012 are subject to Buy America. If UA2 does not comply with Buy America, all project activities placed under a contract executed after 10/1/2012 are ineligible for federal funds. This may be irrelevant since no additional contracts are needed and no federal funds will be used on the project.

UA1 Signed. UA has no federal funds.

Preliminary design contract executed after January 1, 2013. Construction contract executed. Construction contract has no federal funds. UA2 executed. UA2 has no federal funds.

UA1: Buy America does not apply. Construction contract and UA2: Buy America Applies. MAP-21: Applies. Execution of the design contract triggers requirements of MAP-21. Construction, UA 2 and other project activities that come under contract after 10/1/2012 are subject to Buy America.2

UA: Utility (or Railroad) Agreement. Construction contracts, preliminary design contracts and utility/railroad agreements are assumed to be eligible for federal aid. 1. During a transition period established by FHWA on July 11, 2013, project-specific utility relocation agreements executed before

January 1, 2014, that do not have federal funding, are not required to comply with Buy America. 2. Executing a contract (utility agreement, railroad agreement, or construction contract) after 10/1/2012 without Buy America

compliance requirements renders all project activities placed under a contract executed after 10/1/2012 ineligible for federal funds. This may be applied retroactively to 10/1/2012.

design unit, traffic unit, maintenance unit, or METS, among others) before making decisions about the acceptability of substitutes.

3-606 Certificates of Compliance For a discussion about certificates of compliance, refer to Section 6-203C, “Materials Accepted on the Basis of a Certificate of Compliance,” of this manual.

3-606A Buy America Requirements Section 6-2.05 “Buy America” of the Standard Specifications includes Buy America provisions for crumb rubber, steel, and iron materials.

A discussion of the Buy America requirements should be included in preconstruction conferences for federal-aid projects. To be considered a domestic material, all manufacturing processes must take place domestically. Manufacturing begins with the initial melting and mixing and continues through the bending and coating stages. If a domestic product is taken out of the United States for any process, it becomes a foreign source of material.

The manufacturing process for steel and iron products is considered complete when the product is ready for use in items such as fencing, posts, and girders. It could also be considered complete if the material could be incorporated as components of a more complex product through a further manufacturing process, as is the case for a traffic signal head. The final assembly process does not need to be accomplished domestically as long as the steel or iron component is only installed and no manufacturing process is performed on the steel or iron component.

A certificate of compliance from the manufacturer (not the contractor) showing compliance with Buy America requirements must accompany all steel and iron products incorporated into a federal-aid project. The resident engineer must ensure receipt of the required certificates of compliance and mill test reports.

3-606A (1) Resident Engineer Approval of Minimum Use Requirements Buy America requirements do not apply to a minimal use of steel and iron materials incorporated in the work as specified in Section 6-2.05C, “Steel and Iron Materials,” of the Standard Specifications. Before incorporating any foreign steel and iron materials into the work, the contractor must submit documentation of the quantity and value of any foreign steel and iron to the resident engineer. Review the documentation to determine if it supports the minimum use rule before allowing the material to be incorporated into the project. If the minimum use rule applies, approve the exception in writing. This applies as a one-time total exemption for each contract, not for each purchase. File the documentation, exceptions, and a running total of the value of foreign steel and iron allowed under the minimal use allowance under Category 41, “Report of Inspection of Materials.”

3-606A (2) Federal Highway Administration Approval of Waivers Caltrans does not have the authority to allow the use of foreign steel and iron in federal-aid projects without FHWA approval. The California FHWA Division administrator may grant waivers only upon receiving concurrence from FHWA headquarters in Washington, D.C. Approval or denial may take several months.

3-606 Certificates of

Compliance

California Department of Transportation Construction Manual September 2014 3-6.4 Control of Materials

• Bridge Construction Records and Procedures, Volume II, Division of Engineering Services, Office of Structures Construction, State of California, Department of Transportation, available at:

http://www.dot.ca.gov/hq/esc/construction/manuals/

• California Test (CT-___), Division of Engineering Services, Materials Engineering and Testing Services (METS), State of California, Department of Transportation, available at:

http://www.dot.ca.gov/hq/esc/ctms/index.html • AASHTO, ASTM, and other test methods are available at IHS Standards Expert

website (by clicking on “IHS Specs & Stds Search”), accessible by Caltrans staff at:

http://onramp.dot.ca.gov/hq/des/spi/

• J2 Database, Office of Structures Materials (OSM) electronic materials management database where each project’s test results and CEM-3101 responses are captured along with other METS project-related information, available at:

http://onramp.dot.ca.gov/hq/esc/mets/structure_materials/ • Materials Plant Quality Program, Division of Construction, State of California,

Department of Transportation, available at:

http://www.dot.ca.gov/hq/construc/hma/

• Office of Structural Materials Practices and Procedures Manual (OSMPP), methods and procedures to provide consistent quality assurance and source inspection, available at:

http://www.dot.ca.gov/hq/esc/Translab/OSM/documents/smdocuments/OSMPP.pdf

• Overhead Sign Structures Guide, Division of Engineering Services, Office of Structures Design, State of California, Department of Transportation, available at:

http://onramp.dot.ca.gov/hq/des/spi/design_and_technical_services/docs/Overhead%20Sign%20Structures%20Guide.pdf

6-202 Responsibilities for Acceptance of Manufactured or Fabricated Materials and Products

The following describes the responsibilities for acceptance of manufactured or fabricated materials and products.

6-202A Contractor The contractor is responsible for providing materials that comply with the contract specifications. The contractor is responsible for the quality of materials and, where required by the specifications, must provide a notice of materials to be used, shop drawings, certificates of compliance, mill test reports, quality control plans, and quality control test results. The contractor must use materials from the authorized materials list, provide fabricated materials from audited facilities, and use materials that comply with Buy America requirements.

6-202 Responsibilities for

Acceptance of Manufactured or

Fabricated Materials and Products

California Department of Transportation Construction Manual September 2014 6-2.2 Acceptance of Manufactured or Fabricated Material and Products

http://www.dot.ca.gov/hq/esc/construction/manuals/

http://www.dot.ca.gov/hq/esc/ctms/index.html

http://onramp.dot.ca.gov/hq/des/spi/

http://onramp.dot.ca.gov/hq/esc/mets/structure_materials/

http://www.dot.ca.gov/hq/construc/hma/





6-202A (1) Notice of Materials to Be Used The contractor is responsible for submitting Form CEM-3101, “Notice of Materials to Be Used,” to the resident engineer for all materials to be used on the project. The contractor must provide sufficient advance notification to the resident engineer on the source and location of materials to be inspected and tested so that the work will not be delayed. Section 6, “Control of Materials,” of the Standard Specifications requires the contractor to list on Form CEM-3101 all sources of materials and locations where these materials are available for inspection. Receiving this form in a timely manner is critical to the success of the materials management process.

The contractor can get Form CEM-3101 at:

http://www.dot.ca.gov/hq/esc/Translab/OSM/osmma.htm

The back of the form contains detailed completion instructions.

6-202A (2) Certificates of Compliance, Mill Test Reports, and Buy America Requirements

The Standard Specifications requires the contractor to submit a certificate of compliance for various materials before they are incorporated into the work. Section 6-3.05E, “Certificates of Compliance,” of the Standard Specifications states that when a certificate of compliance is required it must:

• Be submitted for each lot of material and clearly indicate what lot is included in the certificate.

• Be signed by the producer of the material stating that it complies with the contract.

The intent of the certificate of compliance is to communicate to Caltrans that the contractor has accepted the material and is confident that it complies with the contract specifications. The contractor is responsible for providing the certificate of compliance prior to incorporating material into the project. For materials that are delivered to the job site to be accepted that are based on a certificate of compliance, the certificate of compliance and any supporting documentation must accompany the material to the job site.

Table 6-2.3, “Materials Accepted by Certificate of Compliance,” provides a list of materials requiring a certificate of compliance as well as any additional documents.

The Standard Specifications require the contractor to provide certified test reports along with the certificate of compliance for various materials. For steel, this test data is commonly known as a mill test report. A certified mill test report is required for each heat and must contain physical and chemical analysis of the material. The requirements for the mill test report vary depending on the section of the Standard Specifications the material falls under.

Section 6-2.05, “Buy America,” of the Standard Specifications provides detailed information on Buy America requirements. The contractor is responsible for providing certificates of compliance and mill test reports that clearly indicate the material meets the Buy America requirements. The following are examples of acceptable language included in the certificate of compliance to verify Buy America compliance:

“All melting and manufacturing processes for the product occurred in U.S.” “100% melted and manufactured in the U.S.A.”

California Department of Transportation Construction Manual September 2014 Acceptance of Manufactured or Fabricated Material and Products 6-2.3

http://www.dot.ca.gov/hq/esc/Translab/OSM/osmma.htm

6-202A (3) Shop Drawings The Standard Specifications requires the contractor to submit shop drawings for review by Caltrans for certain structures such as structural steel and structural precast concrete. The shop drawings must include both shop details and erection plans. For more information on submittal and authorization of shop details and erection plans, refer to the Standard Specifications.

Contractors must submit shop drawings for overhead sign structures. For more information on submittal and authorization of shop drawings, refer to the Overhead Sign Structures Manual. Section 4-56, “Signs,” of this manual contains additional information.

Prior to Caltrans performing any source inspection, the contractor is required to have a copy of the authorized shop drawings at the location of inspection.

6-202A (4) Quality Control Plans The Standard Specifications requires the contractor to submit a quality control plan for certain types of production. Information on quality control plans for those production types is provided in the Standard Specifications as follows:

• Section 11-2: precast concrete

• Section 11-3: welding

• Section 39-2: hot mix asphalt

• Section 40-1: concrete pavement

• Section 56-2: sign panels

• Section 59-2: paint

The resident engineer does not allow work to begin until the quality control plan is authorized for that production. For more information on the contents of quality control plans, refer to the Standard Specifications.

Specifications for welded products usually require the contractor to submit the fabricator’s welding quality control plan to the resident engineer for authorization prior to manufacturing any products for Caltrans. For details on quality control plans for welding, refer to Section 180, “Welding,” of Bridge Construction Records and Procedures, Volume II.

METS Office of Structures Materials (OSM) has information on quality control plan requirements for welding, available at:

http://www.dot.ca.gov/hq/esc/Translab/OSM/documents/smdocuments/Welding_Quality_Control_Plan_Req.doc

6-202B Resident Engineer The resident engineer must ensure that materials entering the work comply with the requirements in the contract specifications.

6-202B (1) Notice of Materials to be Used The resident engineer must ensure that the contractor submits Form CEM-3101, “Notice of Materials to Be Used,” for all materials. If the contractor does not submit

California Department of Transportation Construction Manual September 2014 6-2.4 Acceptance of Manufactured or Fabricated Material and Products



A P P E N D I X O

SELECT STANDARD PLANS AND SPECIFICATIONS

A P P E N D I X O SELECT STANDARD PLANS AND SPECIFICATIONS CALTRANS STD PLANS A20A, A20B, A20D, A24F, A87A, ES-5A, ES-5B, CITY OF WESTMINSTER PLAN 100, STRIPING LEGEND CITY OF WESTMINSTER PLAN 101 DETAIL SOLID WHITE STRIPING CITY OF WESTMINSTER 103, TYPICAL SECTIOB ARTERIAL STREETS CITY OF WESTMINSTER 105, STREET CROSS SECTION CITY OF WESTMINSTER 202, RESIDENTIAL SIDEWALK CITY OF WESTMINSTER 203, ARTERIAL SIDEWALK CITY OF WESTMINSTER 204, RESIDENTIAL STREET SIDEWALK RETURN CITY OF WESTMINSTER 206, CROSS GUTTER CITY OF WESTMINSTER 402, WATER MAIN THRUST BLOCK CITY OF WESTMINSTER 403, GATE VALVE INSTALLATION CITY OF WESTMINSTER 609, UTILITY EXECAVATION AND NOTES STANDARD PLAN 612 VALVE BOX ASSEMBLY STANDARD PLAN 612A VALVE STEM EXTENSION STANDARD PLAN 613 CUTTING AND PLUGGING STANDARD PLAN 614 THRUST BLOCKS STANDARD PLAN 616 ADJUSTABLE PIPE SUPPORT DETAIL ASSEMBLY STANDARD PLAN 630 BURIED PIPE JOINT BONDING STANDARD PLAN 631 CATHODIC TEST STATION, AND JOINT BONDING STANDARD PLAN 632 GATE VALVE BONDING AND Mg ANODE STANDARD PLAN 633 CABLE TRENCH AND Zn ANODE STANDARD PLAN 634 ISOLATION FLANGE DETAIL STANDARD PLAN 635 SACRIFICAL ANODE TEST STATION STANDARD PLAN 636 CP FOR DI FITTINGS STANDARD PLAN 637 CP FOR DIP STANDARD PLAN 638 TWO WIRE TEST STATION

A P P E N D I X R

U N D E R G R O U N D S E R V I C E A L E R T I D E N T I F I C A T I O N N U M B E R

(To be completed only by the awarded Contractor prior to excavation)

UNDERGROUND SERVICE ALERT

IDENTIFICATION NUMBER

(To be completed only by the awarded Contractor prior to excavation)

No excavation will be permitted until this form is completed and returned to the AGENCY.

Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be

issued before a Permit to Excavate will be valid.

To obtain a Dig Alert Identification Number, call Underground Service Alert at 811 or 1-800-

422-4133 a minimum of two working days before scheduled excavation.

Dig Alert Identification Number: __________________________________________________

Contractor

By

Title

Date: ___________________

Note: This form is required for every Dig Alert Identification Number issued by U.S.A.

during the course of the Work. Additional forms may be obtained from the AGENCY

upon request.

appendix k geotechnical report - bidnet

Documents