Agenda packet — Hughson City Council, June 26, 2023 (part 4 of 4)

WAGE RATES AND TOTAL HOURLY RATES (AREA 2):

Classificationa (Journeyperson)
Basic
Hourly
Rateb
Hoursc
Total
Hourly
Rate
Daily/
Saturday
Overtime
Hourly
Rated
Sunday/
Holiday
Overtime
Hourly
Rate
Construction Specialist $34.95 8 $62.26 $79.74 $97.21
Group 1; Group 1(B)e $34.25 8 $61.56 $78.69 $95.81
Group 1 (A) $34.47 8 $61.78 $79.02 $96.25
Group 1 (C) $34.30 8 $61.61 $78.76 $95.91
Group 1 (E) $34.80 8 $62.11 $79.51 $96.91
Group 2 $34.10 8 $61.41 $78.46 $95.51
Group 3; Group 3 (A) $34.00 8 $61.31 $78.31 $95.31
Group 4; Group 6 (B) $27.69 8 $55.00 $68.85 $82.69
Group 6 $35.21 8 $62.52 $80.13 $97.73
Group 6 (A) $34.71 8 $62.02 $79.38 $96.73
Group 6 (C) $34.12 8 $61.43 $78.49 $95.55
Group 6 (D) $34.83 8 $62.14 $79.56 $96.97
Group 6 (E) $33.85 8 $61.16 $78.09 $95.01
Group 7 – Stage 1 (1st 6 months) $23.80 8 $51.11 $63.01 $74.91 Group 7 – Stage 2 (2nd 6 months) $27.20 8 $54.51 $68.11 $81.71 Group 7 – Stage 3 (3rd 6 months) $30.60 8 $57.91 $73.21 $88.51 EMPLOYER PAYMENTS:

Type of Fund Amount per Hour Worked
Health & Welfare $9.60
Pension $13.86
Vacation and Holiday $3.05
Training $0.50
Other $0.30
Determination: NC-23-102-1-2023-1 and NC-23-102-1-2023-1A

Page 3 of 8 ends

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: LABORER AND RELATED CLASSIFICATIONS (Special Single and Second Shift)# Determination:

NC-23-102-1-2023-1A
Issue Date:

February 22, 2023
Expiration date of determination:

June 25, 2023** 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.

Localities:

All localities within Alameda, Alpine, Amador, Butte, Calaveras, Colusa, Contra Costa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Kings, Lake, Lassen, Madera, Mariposa, Marin, Mendocino, Merced, Modoc, Monterey, Napa, Nevada, Placer, Plumas, Sacramento, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Shasta, Sierra, Siskiyou, Solano, Sonoma, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Yolo, and Yuba Counties.

AREA 1 - Alameda, Contra Costa, Marin, San Francisco, San Mateo, And Santa Clara Counties.

AREA 2 - Alpine, Amador, Butte, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Kings, Lake, Lassen, Madera, Mariposa, Mendocino, Merced, Modoc, Monterey, Napa, Nevada, Placer, Plumas, Sacramento, San Benito, San Joaquin, Santa Cruz, Shasta, Sierra, Siskiyou, Solano, Sonoma, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Yolo And Yuba Counties.

WAGE RATES AND TOTAL HOURLY RATES (AREA 1):

Classificationa (Journeyperson)
Basic
Hourly
Rateb
Hours
Total
Hourly
Rate
Daily/
Saturday
Overtime
Hourly
Rated
Sunday/
Holiday
Overtime
Hourly
Rate
Construction Specialist $38.95 8 $66.26 $85.74 $105.21
Group 1; Group 1(B)e $38.25 8 $65.56 $84.69 $103.81
Group 1 (A) $38.47 8 $65.78 $85.02 $104.25
Group 1 (C) $38.30 8 $65.61 $84.76 $103.91
Group 1 (E) $38.80 8 $66.11 $85.51 $104.91
Group 1 (G) $38.45 8 $65.76 $84.99 $104.21
Group 2 $38.10 8 $65.41 $84.46 $103.51
Group 3; Group 3 (A) $38.00 8 $65.31 $84.31 $103.31
Group 4; Group 6 (B) $31.69 8 $59.00 $74.85 $90.69
Group 6 $39.21 8 $66.52 $86.13 $105.73
Group 6 (A) $38.71 8 $66.02 $85.38 $104.73
Group 6 (C) $38.12 8 $65.43 $84.49 $103.55
Group 6 (D) $38.83 8 $66.14 $85.56 $104.97
Group 6 (E) $37.85 8 $65.16 $84.09 $103.01
Group 7 – Stage 1 (1st 6 months) $27.50 8 $54.81 $68.56 $82.31 Group 7 – Stage 2 (2nd 6 months) $31.00 8 $58.31 $73.81 $89.31 Group 7 – Stage 3 (3rd 6 months) $34.50 8 $61.81 $79.06 $96.31 Determination: NC-23-102-1-2023-1 and NC-23-102-1-2023-1A

Page 4 of 8 ends

WAGE RATES AND TOTAL HOURLY RATES (AREA 2):

Classificationa (Journeyperson)
Group
Basic
Hourly
Rateb
Hours
Total
Hourly
Rate
Daily/
Saturday
Overtime
Hourly
Rated
Sunday/
Holiday
Overtime
Hourly
Rate
Construction Specialist $37.95 8 $65.26 $84.24 $103.21
Group 1; Group 1(B)e $37.25 8 $64.56 $83.19 $101.81
Group 1 (A) $37.47 8 $64.78 $83.52 $102.25
Group 1 (C) $37.30 8 $64.61 $83.26 $101.91
Group 1 (E) $37.80 8 $65.11 $84.01 $102.91
Group 2 $37.10 8 $64.41 $82.96 $101.51
Group 3; Group 3 (A) $37.00 8 $64.31 $82.81 $101.31
Group 4; Group 6 (B) $30.69 8 $58.00 $73.35 $88.69
Group 6 $38.21 8 $65.52 $84.63 $103.73
Group 6 (A) $37.71 8 $65.02 $83.88 $102.73
Group 6 (C) $37.12 8 $64.43 $82.99 $101.55
Group 6 (D) $37.83 8 $65.14 $84.06 $102.97
Group 6 (E) $36.85 8 $64.16 $82.59 $101.01
Group 7 – Stage 1 (1st 6 months) $26.80 8 $54.11 $67.51 $80.91 Group 7 – Stage 2 (2nd 6 months) $30.20 8 $57.51 $72.61 $87.71 Group 7 – Stage 3 (3rd 6 months) $33.60 8 $60.91 $77.71 $94.51 EMPLOYER PAYMENTS:

Type of Fund Amount per Hour Worked
Health & Welfare $9.60
Pension $13.86
Vacation and Holiday $3.05
Training $0.50
Other $0.30
Determination: NC-23-102-1-2023-1 and NC-23-102-1-2023-1A

Page 5 of 8 ends

CLASSIFICATIONS
Construction Specialist

ASPHALT IRONERS AND RAKERS

CHAINSAW

CONCRETE DIAMOND CHAINSAW

LASER BEAM IN CONNECTION WITH
LABORER’S WORK

MASONRY AND PLASTER TENDER

MECHANICAL PIPE LAYER-ALL TYPES

REGARDLESS OF TYPE OR METHOD OF
POWER

CAST IN PLACE MANHOLE FORM SETTERS

PRESSURE PIPELAYERS
DAVIS TRENCHER – 300 OR SIMILAR TYPE
(AND ALL SMALL TRENCHERS)

STATE LICENSED BLASTERS AS DESIGNATED

DIAMOND DRILLERS

DIAMOND CORE DRILLER

MULTIPLE UNIT DRILLS

HIGH SCALERS (INCLUDING DRILLING OF
SAME)

HYDRAULIC DRILLS

CERTIFIED WELDER
GROUP 1 (FOR CONTRA COSTA COUNTY
ONLY, USE GROUP 1 (G) FOR SOME OF THE

FOLLOWING CLASSIFICATIONS)

ASPHALT SPREADER BOXES (ALL TYPES)

BARKO, WACKER AND SIMILAR TYPE

TAMPERS

BIOHAZARD CLEANUP WORKER

BUGGYMOBILE

CAULKERS, BANDERS, PIPEWRAPPERS,

CONDUIT LAYERS, PLASTIC PIPE LAYERS

CERTIFIED ASBESTOS AND MOLD REMOVAL
WORKER

CERTIFIED HAZARDOUS WASTE WORKER
(INCLUDING LEAD ABATEMENT)

COMPACTORS OF ALL TYPES
CONCRETE AND MAGNESITE MIXER AND ½
YARD

CONCRETE PAN WORK

CONCRETE SANDERS, CONCRETE SAW

CRIBBERS AND/OR SHORING

CUT GRANITE CURB SETTER

DRI PAK-IT MACHINE

FALLER, LOGLOADER AND BUCKER

FORM RAISERS, SLIP FORMS

GREEN CUTTERS

HEADERBOARD MEN, HUBSETTERS,

ALIGNERS BY ANY METHOD
HIGH PRESSURE BLOW PIPE (1-1/2” OR OVER,
100 LBS. PRESSURE/OVER)

HYDRO SEEDER AND SIMILAR TYPE

JACKHAMMER OPERATORS
JACKING OF PIPE OVER 12 INCHES

JACKSON AND SIMILAR TYPE COMPACTORS

KETTLEMEN, POTMEN, AND MEN APPLYING

ASPHALT, LAY KOLD, CREOSOTE, LIME,

CAUSTIC AND SIMILAR TYPE MATERIALS
(APPLYING MEANS APPLYING DIPPING, OR

HANDLING OF SUCH MATERIALS)

LAGGING, SHEETING, WHALING, BRACING,

TRENCH-JACKING, LAGGING HAMMER

MAGNESITE, EPOXY RESIN, FIBER GLASS AND

MASTIC WORKERS (WET/DRY)

NO JOINT PIPE AND STRIPPING OF SAME,

INCLUDING REPAIR OF VOIDS

PAVEMENT BREAKERS AND SPADERS,

INCLUDING TOOL GRINDER

PERMA CURBS

PRECAST-MANHOLE SETTERS

PIPELAYERS (INCLUDING GRADE CHECKING

IN CONNECTION WITH PIPELAYING)

PRESSURE PIPE TESTER

POST HOLE DIGGERS-AIR, GAS, AND

ELECTRIC POWER BROOM SWEEPERS

POWER TAMPERS OF ALL TYPES, EXCEPT AS
SHOWN IN GROUP 2

RAM SET GUN AND STUD GUN

RIPRAP-STONEPAVER AND ROCK-SLINGER,

INCLUDING PLACING OF SACKED

CONCRETE AND/OR SAND (WET OR DRY)

AND GABIONS AND SIMILAR TYPE

ROTARY SCARIFIER OR MULTIPLE HEAD

CONCRETE CHIPPING SCARIFIER

ROTO AND DITCH WITCH

ROTOTILLER

SAND BLASTERS, POTMEN, GUNMEN, AND

NOZZLEMEN

SIGNALING AND RIGGING

SKILLED WRECKER (REMOVING AND

SALVAGING OF SASH, WINDOWS,

DOORS, PLUMBING AND ELECTRIC

FIXTURES)

TANK CLEANERS

TREE CLIMBERS

TRENCHLESS TECHNOLOGY LABORER- PIPE

INSTALLATION, BURSTING, RELINING, OR

SIMILAR
TRENCHLESS LABORER’S WORK, CAMERA

CONTROLLER, CCTV

TURBO BLASTER

VIBRA-SCREED-BULL FLOAT IN CONNECTION
Determination: NC-23-102-1-2023-1 and NC-23-102-1-2023-1A

Page 6 of 8 ends

WITH LABORER’S WORK

VIBRATORS
GROUP 1 (A)

ALL WORK OF LOADING, PLACING AND

BLASTING OF ALL POWDER &

EXPLOSIVES OF WHATEVER TYPE,

REGARDLESS OF METHOD USED FOR

LOADING AND PLACING
JOY DRILL MODEL TWM-2A
GARDENER-DENVER MODEL DH 143 AND

SIMILAR TYPE DRILLS

TRACK DRILLERS

JACK LEG DRILLERS

WAGON DRILLERS

MECHANICAL DRILLERS-ALL TYPES

REGARDLESS OF TYPE OR METHOD

OF POWER

BLASTERS AND POWDERMAN

TREE TOPPER

BIT GRINDER
GROUP 1 (B) -- SEE GROUP 1 RATES

SEWER CLEANERS (ANY WORKMEN WHO

HANDLE OR COME IN CONTACT WITH RAW

SEWAGE IN SMALL DIAMETER SEWERS)
SHALL RECEIVE $4.00 PER DAY ABOV
GROUP 1 WAGE RATES. THOSE WHO WORK

INSIDE RECENTLY ACTIVE, LARGE

DIAMETER SEWERS, AND ALL RECENTLY

ACTIVE SEWER MANHOLES SHALL RECEIVE
$5.00 PER DAY ABOVE GROUP 1 WAGE
RATES.

GROUP 1 (C)

BURNING AND WELDING IN CONNECTION
WITH LABORER’S WORK

SYNTHETIC THERMOPLASTICS AND SIMILAR

TYPE WELDING
GROUP 1 (D)
SEE FOOTNOTE A ON PAGE 8
GROUP 1 (E)

WORK ON AND/OR IN BELL HOLE FOOTINGS

AND SHAFTS THEREOF, AND WORK ON AND

IN DEEP FOOTINGS (DEEP FOOTINGS IS A
HOLE 15 FEET OR MORE IN DEPTH)
SHAFT IS AN EXCAVATION OVER FIFTEEN (15)

FEET DEEP OF ANY TYPE
GROUP 1 (G) APPLIES ONLY TO WORK IN

CONTRA COSTA COUNTY

PIPELAYERS (INCLUDING GRADE CHECKING

IN CONNECTION WITH PIPELAYING),

CAULKERS, BANDERS, PIPEWRAPPERS,

CONDUIT LAYERS, PLASTIC PIPE LAYER,

PRESSURE PIPE TESTER, NO JOINT PIPE

AND STRIPPING OF SAME, INCLUDING

REPAIR OF VOIDS, PRECAST MANHOLE

SETTERS, CAST IN PLACE MANHOLE FORM

SETTERS IN CONTRA COSTA COUNTY ONLY
GROUP 1(H)
SEE FOOTNOTE A ON PAGE 8
GROUP 2

ASPHALT SHOVELERS

CEMENT DUMPERS AND HANDLING DRY

CEMENT OR GYPSUM

CHOKE-SETTER AND RIGGER (CLEARING
WORK)

CONCRETE BUCKET DUMPER AND

CHUTEMAN

CONCRETE CHIPPING AND GRINDING

CONCRETE LABORERS (WET OR DRY)

DRILLERS HELPER, CHUCK TENDER, NIPPER
(ONE CHUCKTENDER ON SINGLE MACHINE

OPERATION WITH MINIMUM OF ONE

CHUCKTENDER FOR EACH TWO MACHINES
ON MULTIPLE MACHINE OPERATION.

JACKHAMMERS IN NO WAY INVOLVED IN
THIS ITEM.)

GUINEA CHASER (STAKEMAN), GROUT CREW

HIGH PRESSURE NOZZLEMAN, ADDUCTORS
HYDRAULIC MONITOR (OVER 100 LBS.

PRESSURE)

LOADING AND UNLOADING, CARRYING AND

HANDLING OF ALL RODS AND MATERIALS

FOR USE IN REINFORCING CONCRETE

CONSTRUCTION

PITTSBURGH CHIPPER, AND SIMILAR TYPE

BRUSH SHREDDERS

SEMI-SKILLED WRECKER (SALVAGING OF
OTHER BUILDING MATERIALS) – SEE ALSO
SKILLED WRECKER (GROUP 1)
SLOPER

SINGLEFOOT, HAND HELD, PNEUMATIC
TAMPER

ALL PNEUMATIC, AIR, GAS AND ELECTRIC
TOOLS NOT LISTED IN GROUPS 1 THROUGH
1 (F)
JACKING OF PIPE-UNDER 12 INCHES
Determination: NC-23-102-1-2023-1 and NC-23-102-1-2023-1A

Page 7 of 8 ends

GROUP 3

CONSTRUCTION LABORERS INCLUDING

BRIDGE LABORERS, GENERAL LABORERS

AND CLEANUP LABORERS

DEMOLITION WORKER

DUMPMAN, LOAD SPOTTER

FLAGPERSON/PEDESTRIAN MONITOR

FIRE WATCHER

FENCE ERECTORS, INCLUDING TEMPORARY

FENCING

GUARDRAIL ERECTORS

GARDENER, HORTICULTURAL AND
LANDSCAPE LABORERS (SEE GROUP 4, FOR

LANDSCAPE MAINTENANCE ON NEW

CONSTRUCTION DURING PLANT

ESTABLISHMENT PERIOD)

JETTING

LIMBERS, BRUSH LOADERS, AND PILERS

PAVEMENT MARKERS (BUTTON SETTERS)

PAVERS/INTERLOCKING PAVERS (ALL TYPES)

AND INTERLOCKING PAVER MACHINES

MAINTENANCE, REPAIR TRACKMEN AND

ROAD BEDS

STREETCAR AND RAILROAD CONSTRUCTION

TRACK LABORERS

TEMPORARY AIR AND WATER LINES,

VICTAULIC OR SIMILAR

TOOL ROOM ATTENDANT (JOBSITE ONLY)

TREE REMOVAL

WHEELBARROW, INCLUDING POWER DRIVEN
GROUP 3 (A) -- SEE GROUP 3 RATES

COMPOSITE CREW PERSON (OPERATION OF

VEHICLES, WHEN IN CONJUNCTION WITH
LABORER’S DUTIES)
GROUP 4

ALL FINAL CLEANUP OF DEBRIS, GROUNDS

AND BUILDINGS NEAR THE COMPLETION OF

THE PROJECT INCLUDING BUT NOT LIMITED

TO STREET CLEANERS (NOT APPLICABLE

TO ENGINEERING OR HEAVY HIGHWAY

PROJECTS)

CLEANING AND WASHING WINDOWS (NEW

CONSTRUCTION ONLY), SERVICE

LANDSCAPE LABORERS (SUCH AS

GARDENER, HORTICULTURE, MOWING,

TRIMMING, REPLANTING, WATERING

DURING PLANT ESTABLISHMENT PERIOD)

ON NEW CONSTRUCTION

BRICK CLEANERS (JOB SITE ONLY)

MATERIAL CLEANERS (JOB SITE ONLY)
NOTE: AN ADDITIONAL DETERMINATION FOR

LANDSCAPE MAINTENANCE WORK AFTER

THE PLANT ESTABLISHMENT PERIOD OR

WARRANTY PERIOD IS PUBLISHED IN THE

NORTHERN CALIFORNIA LANDSCAPE
MAINTENANCE LABORER DETERMINATION.

GROUP 6

STRUCTURAL NOZZLEMAN
GROUP 6 (A)

NOZZLEMAN (INCLUDING GUNMAN, POTMAN)
RODMAN

GROUNDMAN
GROUP 6 (B) -- SEE GROUP 4 RATES GUNITE

TRAINEE (ONE GUNITE LABORER SHALL BE
ALLOWED FOR EACH THREE (3)
JOURNEYMAN (GROUP 6, 6A, 6C, OR
GENERAL LABORER) ON A CREW. IN THE

ABSENCE OF THE JOURNEYMAN, THE

GUNITE TRAINEE RECEIVES THE
JOURNEYMAN SCALE.).

NOTE: THIS RATIO APPLIES ONLY TO WORK
ON THE SAME JOB SITE.

GROUP 6 (C)

REBOUNDMAN
GROUP 6 (D)

ALIGNER OF WIRE WINDING MACHINE IN

CONNECTION WITH GUNITING OR SHOT
CRETE
GROUP 6 (E)

ALIGNER HELPER OF WIRE WINDING

MACHINE IN CONNECTION WITH GUNITING

OR SHOT CRETE
GROUP 7

ENTRY LEVEL LANDSCAPE LABORER (RATIO
FOR ENTRY LEVEL IS ONE IN THREE. AT

LEAST ONE SECOND PERIOD ENTRY LEVEL

AND AT LEAST ONE THIRD PERIOD ENTRY

LEVEL MUST BE EMPLOYED BEFORE

EMPLOYING ANOTHER FIRST PERIOD
TRAINEE).

NOTE: THIS RATIO APPLIES ONLY TO WORK

ON THE SAME JOB SITE
Determination: NC-23-102-1-2023-1 and NC-23-102-1-2023-1A

Page 8 of 8 ends

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 Director's General Prevailing Wage Determinations Website (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:

PER HOUR ABOVE THEIR REGULAR RATE FOR ALL WORK PERFORMED ON UNDERGROUND STRUCTURES NOT SPECIFICALLY COVERED HEREIN. THIS SHALL NOT APPLY TO WORK BELOW GROUND LEVEL IN OPEN CUT. THIS SHALL APPLY TO

CUT AND COVER WORK OF SUBWAY
CONSTRUCTION AFTER TEMPORARY COVER HAS BEEN PLACED.

GROUP 1(H) - ALL LABORERS WORKING OFF OR WITH OR FROM BOS’N CHAIRS, SWINGING SCAFFOLDS, BELTS RECEIVE $0.50 PER HOUR ABOVE THEIR APPLICABLE WAGE RATE. THIS SHALL NOT APPLY TO LABORERS ENTITLED TO RECEIVE THE WAGE RATE SET FORTH IN GROUP 1(A).
b ZONE PAY AT THREE DOLLARS ($3.00) PER HOUR, FACTORED AT THE APPLICABLE OVERTIME

MULTIPLE, WILL BE ADDED TO THE BASE RATE FOR WORK PERFORMED OUTSIDE THE FREE ZONE DESCRIBED BY THE BOUNDARIES ALONG TOWNSHIP AND RANGE LINES. PLEASE SEE TRAVEL AND SUBSISTENCE PROVISION FOR MAP DESCRIPTION AND EXCEPTIONS. c WHEN THREE SHIFTS ARE EMPLOYED FOR FIVE (5) OR MORE CONSECUTIVE DAYS, SEVEN AND ONE-HALF (7 ½) CONSECUTIVE HOURS (EXCLUSIVE OF MEAL PERIOD), SHALL CONSTITUTE A DAY OF WORK, FOR WHICH EIGHT (8) TIMES THE STRAIGHT TIME HOURLY RATE SHALL BE PAID AT THE NON-SHIFT WAGE RATE FOR THE SECOND SHIFT. THE THIRD SHIFT SHALL BE SEVEN (7) HOURS OF WORK FOR EIGHT (8) HOURS PAY AT THE NON-SHIFT WAGE RATE. d RATE APPLIES TO THE FIRST 4 DAILY OVERTIME HOURS WORKED ON MONDAY THROUGH FRIDAY AND THE FIRST 12 HOURS WORKED ON SATURDAY; ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME HOURLY RATE. SATURDAYS IN THE SAME WORK WEEK MAY

BE WORKED AT STRAIGHT-TIME IF JOB IS SHUT DOWN DURING THE NORMAL WORK WEEK DUE

TO INCLEMENT WEATHER, MAJOR MECHANICAL BREAKDOWN OR LACK OF MATERIALS BEYOND THE CONTROL OF THE EMPLOYER. e GROUP 1(B) RECEIVES AN ADDITIONAL AMOUNT EACH DAY. SEE PAGE 6 FOR DETAILS

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: Landscape Maintenance Laborer
(Applies Only to Routine Landscape Maintenance Work, Not New Landscape Construction) 1 Determination:

NC-LML-2023-1
Issue Date:

February 22, 2023
Expiration date of determination:

March 31, 2023* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued.

Wages and Employer Payments:

Locality
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation Holiday Training Hours Total
Hourly
Rate
Overtime
Hourly
Rate
(1 ½ X)
Alameda $15.50 $0.43 $0.00- $0.14a $0.24 $0.00- 8.0 $16.31b $24.06b Alpine, El Dorado (routine work) $15.50 $0.00- $0.00- $0.12 $0.14 $0.00- 8.0 $15.76 $23.51 Alpine, El Dorado (complex work) $15.50 $0.00- $0.00- $0.14 $0.16 $0.00- 8.0 $15.80 $23.55 Amador $15.50 $0.00- $0.00- $0.16 $0.06 $0.00- 8.0 $15.72 $23.47 Butte, Glenn and Plumas $15.50 $0.16 $0.00- $0.13c $0.05 $0.00- 8.0 $15.84b $23.59b Calaveras $15.50 $0.00- $0.00- $0.10 $0.12 $0.00- 8.0 $15.72 $23.47 Colusa and Sutter (routine work) $15.50 $0.00- $0.00- $0.12 $0.14 $0.00- 8.0 $15.76 $23.51 Colusa and Sutter (complex work) $15.50 $0.00- $0.00- $0.14 $0.16 $0.00- 8.0 $15.80 $23.55 Contra Costa $15.50 $0.00- $0.00- $0.00- $0.12 $0.00- 8.0 $15.62 $23.37 Del Norte and Humboldt $15.50 $0.00- $0.00- $0.25 $0.07 $0.00- 8.0 $15.82 $23.57 Fresno (routine work) $15.50 $0.00- $0.00- $0.11 $0.00- $0.00- 8.0 $15.61 $23.36 Fresno (complex work) $15.50 $0.00- $0.00- $0.19d $0.19 $0.00- 8.0 $15.88b $23.63b Kings $15.50 $0.00- $0.00- $0.25e $0.25 $0.00- 8.0 $16.00b $23.75b Lake and Mendocino (routine work) $15.50 $0.00- $0.00- $0.13f $0.03 $0.00- 8.0 $15.66b $23.41b Lake and Mendocino (complex work) $15.50 $0.00- $0.00- $0.14g $0.03 $0.00- 8.0 $15.67b $23.42b Lassen, Modoc, Shasta, Siskiyou and Trinity $15.50 $0.00- $0.00- $0.31 $0.09 $0.00- 8.0 $15.90 $23.65 Madera, Mariposa and Merced (routine work) $15.50 $0.00- $0.00- $0.115 $0.115 $0.00- 8.0 $15.73 $23.48 Marin $15.50 $0.00- $0.00- $0.00- $0.12 $0.00- 8.0 $15.62 $23.37 Monterey (routine work) $15.50 $0.00- $0.00- $0.14 $0.22 $0.00- 8.0 $15.86 $23.61 Monterey (complex work) $15.50 $0.00- $0.00- $0.16 $0.25 $0.00- 8.0 $15.91 $23.66 Determination: NC-LML-2023-1

Page 2 of 3 ends

Locality
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation Holiday Training Hours Total
Hourly
Rate
Overtime
Hourly
Rate
(1 ½ X)
Napa $15.50 $0.00- $0.00- $0.11h $0.14 $0.00- 8.0 $15.75 $23.50 Nevada and Sierra $15.50 $0.00- $0.00- $0.16 $0.19 $0.00- 8.0 $15.85 $23.60 Placer $15.50 $0.00- $0.00- $0.12 $0.14 $0.00- 8.0 $15.76 $23.51 Sacramento (routine work) $15.50 $0.00- $0.00- $0.16 $0.00- $0.00- 8.0 $15.66 $23.41 Sacramento (complex work) $15.50 $0.00- $0.00- $0.15 $0.00- $0.00- 8.0 $15.65 $23.40 San Benito $15.50 $0.00- $0.00- $0.15i $0.18 $0.00- 8.0 $15.83b $23.58b San Francisco $15.50 $0.00- $0.00- $0.17 $0.17 $0.00- 8.0 $15.84 $23.59 San Joaquin $15.50 $0.37 $0.00- $0.12j $0.12 $0.00- 8.0 $16.11b $23.86b San Mateo (routine work) $15.50 $0.43 $0.00- $0.12k $0.14 $0.00- 8.0 $16.19b $23.94b San Mateo (complex work) $15.50 $0.00- $0.00- $0.13l $0.17 $0.00- 8.0 $15.80b $23.55b Santa Clara $15.50 $0.03 $0.00- $0.13m $0.18 $0.00- 8.0 $15.84b $23.59b Santa Cruz (routine work) $15.50 $0.00- $0.00- $0.16 $0.00- $0.00- 8.0 $15.66 $23.41 Santa Cruz (complex work) $15.50 $0.00- $0.00- $0.19 $0.00- $0.00- 8.0 $15.69 $23.44 Solano $15.50 $0.00- $0.00- $0.00- $0.07 $0.00- 8.0 $15.57 $23.32 Sonoma (routine work) $15.50 $0.00- $0.00- $0.13n $0.16 $0.00- 8.0 $15.79b $23.54b Sonoma (complex work) $15.50 $0.38 $0.00- $0.15o $0.19 $0.00- 8.0 $16.22b $23.97b Stanislaus and Tuolumne (routine work) $15.50 $0.00- $0.00- $0.115 $0.14 $0.00- 8.0 $15.755 $23.505 Stanislaus and Tuolumne (complex work) $15.50 $0.00- $0.00- $0.13p $0.11 $0.00- 8.0 $15.74b $23.49b Tehama $15.50 $0.00- $0.00- $0.12 $0.19 $0.00- 8.0 $15.81 $23.56 Tulare $15.50 $0.69 $0.00- $0.12q $0.00- $0.00- 8.0 $16.31b $24.06b Yolo (routine work) $15.50 $0.00- $0.00- $0.00- $0.14 $0.00- 8.0 $15.64 $23.39 Yolo (complex work) $15.50 $0.00- $0.00- $0.00- $0.19 $0.00- 8.0 $15.69 $23.44 Yuba $15.50 $0.00- $0.00- $0.14 $0.16 $0.00- 8.0 $15.80 $23.55 NOTE:

If there are two rates, the first rate is for routine work, the second rate is for complex work.

Recognized holidays:

Determination: NC-LML-2023-1

Page 3 of 3 ends

Travel and/or subsistence payment:

ROUTINE – mowing, watering, pruning, trimming, weeding, spraying, occasional planting and replacement of plants and janitorial work incidental to such landscape maintenance.

COMPLEX – servicing of irrigation and sprinkler systems, repairing of equipment use in such landscape maintenance. a $0.20 after 3 years of service; $0.27 after 5 years of service. b Computation is based on first years of employment. This rate should be increased by any applicable vacation increase as stated in other footnotes.
c $0.25 after 7 years of service.
d $0.38 after 3 years of service.
e $0.37 after 5 years of service; $0.49 after 15 years of service. f $0.19 after 1 year of service; $0.25 after 2 years of service. g $0.22 after 1 year of service; $0.29 after 2 years of service. h $0.23 after 7 years of service.
i $0.31 after 5 years of service.
j $0.24 after 5 years of service.
k $0.23 after 2 years of service; $0.35 after 6 years of service. l $0.26 after 1 years of service; $0.39 after 5 years of service. m $0.27 after 1 years of service; $0.40 after 5 years of service. n $0.26 after 7 years of service. o $0.31 after 3 years of service; $0.46 after 7 years of service. p $0.27 after 1 years of service; $0.40 after 5 years of service. q $0.23 after 2 years of service.

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Modular Furniture Installer (Carpenter) #
Determination:

NC-23-31-15-2022-1
Issue Date:

August 22, 2022
Expiration date of determination:

June 30, 2023* 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.

Localities:

All Localities within Alameda, Alpine, Amador, Butte, Calaveras, Colusa, Contra Costa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Kings, Lake, Lassen, Madera, Marin, Mariposa, Mendocino, Merced, Modoc, Monterey, Napa, Nevada, Placer, Plumas, Sacramento, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Shasta, Sierra, Siskiyou, Solano, Sonoma, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Yolo, and Yuba Counties.

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pensiona Vacation
and
Holidayb
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
Saturday
Overtime
Hourly
Rate
(1 ½ X)c
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Master Installer (Area 1)d $39.29 $10.95 $7.90 $4.42 $0.35 $0.42 8.0 $63.33 $82.975 $82.975 $102.62 Lead Installer (Area 1)d $35.07 $10.95 $7.90 $4.42 $0.35 $0.42 8.0 $59.11 $76.645 $76.645 $94.18 Installer (Area 1)d $31.62 $10.95 $7.40 $4.42 $0.35 $0.42 8.0 $55.16 $70.970 $70.970 $86.78 Master Installer (Area 2)d $35.57 $10.95 $7.90 $4.42 $0.35 $0.42 8.0 $59.61 $77.395 $77.395 $95.18 Lead Installer (Area 2)d $31.94 $10.95 $7.90 $4.42 $0.35 $0.42 8.0 $55.98 $71.950 $71.950 $87.92 Installer (Area 2)d $28.97 $10.95 $7.40 $4.42 $0.35 $0.42 8.0 $52.51 $66.995 $66.995 $81.48 Master Installer (Area 3)d $34.24 $10.95 $7.90 $4.42 $0.35 $0.42 8.0 $58.28 $75.400 $75.400 $92.52 Lead Installer (Area 3)d $30.82 $10.95 $7.90 $4.42 $0.35 $0.42 8.0 $54.86 $70.270 $70.270 $85.68 Installer (Area 3)d $28.02 $10.95 $7.40 $4.42 $0.35 $0.42 8.0 $51.56 $65.570 $65.570 $79.58 Determination: NC-23-31-15-2022-1

Page 2 of 2 ends

Ratio:

The ratio of employees shall be based on the increments of eight (8) employees. It is understood that the employee ratio shall apply on a company-wide basis. For every eight (8) employees, the employer shall employ one (1) Master Installer, two (2) Lead Installers, and five (5) Installers. For crew size of over eight (8) employees, please contact the Office of the Director – Research Unit at (415) 703-4774.

Note:

All drapery installation shall be performed by employees at the Installer level or above.

Recognized holidays:

Travel and/or subsistence payment:

Area 2: Monterey, San Benito, and Santa Cruz Counties.

Area 3: Alpine, Amador, Butte, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Kings, Lake, Lassen, Madera, Mariposa, Mendocino, Merced, Modoc, Nevada, Placer, Plumas, Sacramento, San Joaquin, Shasta, Sierra, Siskiyou, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Yolo, and Yuba Counties.

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: OPERATING ENGINEER (HEAVY AND HIGHWAY WORK) #
Determination:

NC-23-63-1-2023-1
Issue Date:

February 22, 2023
Expiration date of determination:

Locality:

AREA 1 - Alameda, Butte, Contra Costa, Kings, Marin, Merced, Napa, Sacramento, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Solano, Stanislaus, Sutter, Yolo and Yuba Counties; and portions of Alpine, Amador, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Lake, Lassen, Madera, Mariposa, Mendocino, Monterey, Nevada, Placer, Plumas, Shasta, Sierra, Siskiyou, Sonoma, Tehama, Tulare, Tuolumne and Trinity Counties. (Portions of counties falling in each area detailed below)
Wages and total hourly rates (including employer payments) (Area 1):

Classification
(Journeyperson)
Classification Group a
Basic
Hourly
Rate
Hoursb
Total
Hourly
Rate
Daily/Saturday
Overtime Hourly
Rate (1½ X) c
Sunday/Holiday
Overtime Hourly
Rate (2X)
Group 1 $55.92 8 $88.65 $116.61 $144.57
Group 2 $54.39 8 $87.12 $114.32 $141.51
Group 3 $52.91 8 $85.64 $112.10 $138.55
Group 4 $51.53 8 $84.26 $110.03 $135.79
Group 5 $50.26 8 $82.99 $108.12 $133.25
Group 6 $48.94 8 $81.67 $106.14 $130.61
Group 7 $47.80 8 $80.53 $104.43 $128.33
Group 8 $46.66 8 $79.39 $102.72 $126.05
Group 8-A $44.45 8 $77.18 $99.41 $121.63
ALL CRANES & ATTACHMENTS:

Group 1 $57.55 8 $90.28 $119.06 $147.83
Truck Crane Assistant to Engineer $50.58 8 $83.31 $108.60 $133.89 Assistant to Engineer $48.29 8 $81.02 $105.17 $129.31
Group 1-A $56.80 8 $89.53 $117.93 $146.33
Truck Crane Assistant to Engineer $49.83 8 $82.56 $107.48 $132.39 Assistant to Engineer $47.54 8 $80.27 $104.04 $127.81
Group 2-A $55.04 8 $87.77 $115.29 $142.81
Truck Crane Assistant to Engineer $49.57 8 $82.30 $107.09 $131.87 Determination: NC-23-63-1-2023-1

Page 2 of 10 ends

Classification
(Journeyperson)
Classification Group a
Basic
Hourly
Rate
Hoursb
Total
Hourly
Rate
Daily/Saturday
Overtime Hourly
Rate (1½ X) c
Sunday/Holiday
Overtime Hourly
Rate (2X)
Assistant to Engineer $47.33 8 $80.06 $103.73 $127.39
Group 3-A $53.30 8 $86.03 $112.68 $139.33
Truck Crane Assistant to Engineer $49.33 8 $82.06 $106.73 $131.39 Hydraulic $48.94 8 $81.67 $106.14 $130.61
Assistant to Engineer $47.05 8 $79.78 $103.31 $126.83
Group 4-A $50.26 8 $82.99 $108.12 $133.25
AREA 2 - Modoc, and portions of Alpine, Amador, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Lake, Lassen, Madera, Mariposa, Mendocino, Monterey, Nevada, Placer, Plumas, Shasta, Sierra, Siskiyou, Sonoma, Tehama, Tulare, Tuolumne and Trinity Counties. (Portions of counties falling in each area detailed below)
Wages and total hourly rates (including employer payments) (Area 2):

Classification
(Journeyperson)
Classification Group a
Basic
Hourly
Rate
Hoursb
Total
Hourly
Rate
Daily/Saturday
Overtime Hourly
Rate (1½ X) c
Sunday/Holiday
Overtime Hourly
Rate (2X)
Group 1 $57.92 8 $90.65 $119.61 $148.57
Group 2 $56.39 8 $89.12 $117.32 $145.51
Group 3 $54.91 8 $87.64 $115.10 $142.55
Group 4 $53.53 8 $86.26 $113.03 $139.79
Group 5 $52.26 8 $84.99 $111.12 $137.25
Group 6 $50.94 8 $83.67 $109.14 $134.61
Group 7 $49.80 8 $82.53 $107.43 $132.33
Group 8 $48.66 8 $81.39 $105.72 $130.05
Group 8-A $46.45 8 $79.18 $102.41 $125.63
ALL CRANES & ATTACHMENTS:

Group 1 $59.55 8 $92.28 $122.06 $151.83
Truck Crane Assistant to Engineer $52.58 8 $85.31 $111.60 $137.89 Assistant to Engineer $50.29 8 $83.02 $108.17 $133.31
Group 1-A $58.80 8 $91.53 $120.93 $150.33
Truck Crane Assistant to Engineer $51.83 8 $84.56 $110.48 $136.39 Assistant to Engineer $49.54 8 $82.27 $107.04 $131.81
Group 2-A $57.04 8 $89.77 $118.29 $146.81
Truck Crane Assistant to Engineer $51.57 8 $84.30 $110.09 $135.87 Assistant to Engineer $49.33 8 $82.06 $106.73 $131.39
Group 3-A $55.30 8 $88.03 $115.68 $143.33
Truck Crane Assistant to Engineer $51.33 8 $84.06 $109.73 $135.39 Hydraulic $50.94 8 $83.67 $109.14 $134.61
Assistant to Engineer $49.05 8 $81.78 $106.31 $130.83
Group 4-A $52.26 8 $84.99 $111.12 $137.25
Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $13.38
Pension $10.78
Vacation and Holidayd $5.87
Training $1.12
Other $1.58
Determination: NC-23-63-1-2023-1

Page 3 of 10 ends

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: OPERATING ENGINEER (HEAVY AND HIGHWAY WORK) #
(SPECIAL SINGLE AND SECOND SHIFT)
Determination:

NC-23-63-1-2023-1
Issue Date:

February 22, 2023
Expiration date of determination:

Locality:

Classification
(Journeyperson)
(Special Single and Second Shift)
Classification Group a
Basic
Hourly
Rate
Hours
Total
Hourly
Rate
Daily/Saturday
Overtime Hourly
Rate (1 ½ X) c
Sunday/Holiday
Overtime Hourly
Rate (2X)
Group 1 $61.25 8 $93.98 $124.61 $155.23
Group 2 $59.52 8 $92.25 $122.01 $151.77
Group 3 $57.86 8 $90.59 $119.52 $148.45
Group 4 $56.30 8 $89.03 $117.18 $145.33
Group 5 $54.88 8 $87.61 $115.05 $142.49
Group 6 $53.38 8 $86.11 $112.80 $139.49
Group 7 $52.10 8 $84.83 $110.88 $136.93
Group 8 $50.83 8 $83.56 $108.98 $134.39
Group 8-A $48.32 8 $81.05 $105.21 $129.37
ALL CRANES & ATTACHMENTS:

Group 1 $62.98 8 $95.71 $127.20 $158.69
Truck Crane Assistant to Engineer $55.15 8 $87.88 $115.46 $143.03 Assistant to Engineer $52.56 8 $85.29 $111.57 $137.85
Group 1-A $62.23 8 $94.96 $126.08 $157.19
Determination: NC-23-63-1-2023-1

Page 4 of 10 ends

Classification
(Journeyperson)
(Special Single and Second Shift)
Classification Group a
Basic
Hourly
Rate
Hours
Total
Hourly
Rate
Daily/Saturday
Overtime Hourly
Rate (1 ½ X) c
Sunday/Holiday
Overtime Hourly
Rate (2X)
Truck Crane Assistant to Engineer $54.40 8 $87.13 $114.33 $141.53 Assistant to Engineer $51.81 8 $84.54 $110.45 $136.35
Group 2-A $60.24 8 $92.97 $123.09 $153.21
Truck Crane Assistant to Engineer $54.11 8 $86.84 $113.90 $140.95 Assistant to Engineer $51.58 8 $84.31 $110.10 $135.89
Group 3-A $58.28 8 $91.01 $120.15 $149.29
Truck Crane Assistant to Engineer $53.84 8 $86.57 $113.49 $140.41 Hydraulic $53.38 8 $86.11 $112.80 $139.49
Assistant to Engineer $51.27 8 $84.00 $109.64 $135.27
Group 4-A $54.88 8 $87.61 $115.05 $142.49
AREA 2 - Modoc, and portions of Alpine, Amador, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Lake, Lassen, Madera, Mariposa, Mendocino, Monterey, Nevada, Placer, Plumas, Shasta, Sierra, Siskiyou, Sonoma, Tehama, Tulare, Tuolumne and Trinity Counties. (Portions of counties falling in each area detailed below)
Wages and total hourly rates (including employer payments) (Area 2):

Classification
(Journeyperson)
(Special Single and Second Shift)
Classification Group a
Basic
Hourly
Rate
Hours
Total
Hourly
Rate
Daily/Saturday
Overtime Hourly
Rate (1½ X) c
Sunday/Holiday
Overtime Hourly
Rate (2X)
Group 1 $63.25 8 $95.98 $127.61 $159.23
Group 2 $61.52 8 $94.25 $125.01 $155.77
Group 3 $59.86 8 $92.59 $122.52 $152.45
Group 4 $58.30 8 $91.03 $120.18 $149.33
Group 5 $56.88 8 $89.61 $118.05 $146.49
Group 6 $55.38 8 $88.11 $115.80 $143.49
Group 7 $54.10 8 $86.83 $113.88 $140.93
Group 8 $52.83 8 $85.56 $111.98 $138.39
Group 8-A $50.32 8 $83.05 $108.21 $133.37
ALL CRANES & ATTACHMENTS:

Group 1 $64.98 8 $97.71 $130.20 $162.69
Truck Crane Assistant to Engineer $57.15 8 $89.88 $118.46 $147.03 Assistant to Engineer $54.56 8 $87.29 $114.57 $141.85
Group 1-A $64.23 8 $96.96 $129.08 $161.19
Truck Crane Assistant to Engineer $56.40 8 $89.13 $117.33 $145.53 Assistant to Engineer $53.81 8 $86.54 $113.45 $140.35
Group 2-A $62.24 8 $94.97 $126.09 $157.21
Truck Crane Assistant to Engineer $56.11 8 $88.84 $116.90 $144.95 Assistant to Engineer $53.58 8 $86.31 $113.10 $139.89
Group 3-A $60.28 8 $93.01 $123.15 $153.29
Truck Crane Assistant to Engineer $55.84 8 $88.57 $116.49 $144.41 Hydraulic $55.38 8 $88.11 $115.80 $143.49
Assistant to Engineer $53.27 8 $86.00 $112.64 $139.27
Group 4-A $56.88 8 $89.61 $118.05 $146.49
Determination: NC-23-63-1-2023-1

Page 5 of 10 ends

Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $13.38
Pension $10.78
Vacation and Holidayd $5.87
Training $1.12
Other $1.58

CLASSIFICATIONS
GROUP 1
Drill Equipment, over 200,000 lbs
Operator of Helicopter (when used in erection work)
Hydraulic Excavator 7 cu yds and over
Power Shovels, over 7 cu yds
GROUP 2
Highline Cableway
Hydraulic Excavator 3 1/2 cu yds up to 7 cu yds
Licensed Construction Work Boat Operator, On Site
Microtunneling Machine
Power Blade Operator (finish)
Power Shovels, (over 1 cu yd and up to and including
7 cu yds m.r.c.)
GROUP 3
Asphalt Milling Machine
Cable Backhoe
Combination Backhoe and Loader over ¾ cu yds
Continuous Flight Tie Back Machine
Crane Mounted Continuous Flight Tie Back Machine,
tonnage to apply
Crane Mounted Drill Attachments, Tonnage to apply
Dozer, Slope Board
Drill Equipment, over 100,000 lbs up to and including
200,000 lbs
Gradall
Hydraulic Excavator up to 3 1/2 cu yds
Loader 4 cu yds and over
Long Reach Excavator
Multiple Engine Scrapers (when used as push pull)
Power Shovels, up to and including 1 cu yd
Pre-Stress Wire Wrapping machine
Side Boom Cat, 572 or larger
Track Loader 4 cu yds and over
Wheel Excavator (up to and including 750 cu yds per
hour)
GROUP 4
Asphalt Plant Engineer/Boxman
Chicago Boom
Combination Backhoe and Loader up to and including
¾ cu yds
Concrete Batch Plants (wet or dry)
Dozer and/or Push Cat
Drill Equipment, over 50,000 lbs up to and including
100,000 lbs
Pull-Type Elevating Loader
Gradesetter, Grade Checker (GPS, mechanical or
otherwise)
Grooving and Grinding Machine
Heading Shield Operator
Heavy Duty Drilling Equipment, Hughes, LDH,
Watson 3000 or similar
Heavy Duty Repairman and/or Welder
Lime Spreader
Loader under 4 cu yds
Lubrication and Service Engineer (mobile and grease
rack)
Mechanical Finishers or Spreader Machine (asphalt,
Barber-Greene and similar)
Miller Formless M-9000 Slope Paver or similar
Portable Crushing and Screening plants
Power Blade Support
Roller Operator, Asphalt
Rubber-Tired Scraper, Self-Loading (paddle-wheels,
etc)
Rubber-Tired Earthmoving Equipment (Scrapers)
Slip Form Paver (concrete)
Small Tractor with Drag
Soil Stabilizer (P&H or equal)
Spider Plow and Spider Puller
Timber Skidder
Track Loader up to 4 yards
Tractor Drawn Scraper
Tractor, Compressor Drill Combination
Tubex Pile Rig
Unlicensed Construction Work Boat Operator, On Site
Welder
Woods-Mixer (and other similar Pugmill equipment)
GROUP 5
Cast-In Place Pipe Laying Machine
Combination Slusher and Motor Operator
Concrete Conveyor or Concrete Pump, Truck or
Equipment Mounted
Concrete Conveyor, Building Site
Concrete Pump or Pumpcrete Guns
Determination: NC-23-63-1-2023-1

Page 6 of 10 ends

Drilling Equipment, Watson 2000, Texoma 700 or
similar
Drilling and Boring Machinery, Horizontal (not to apply to waterlines, wagon drills or jackhammers)
Concrete Mixers/all
Man and/or Material Hoist
Mechanical Finishers (concrete) (Clary, Johnson,
Bidwell Bridge Deck or similar types)
Mechanical Burm, Curb and/or Curb and Gutter
Machine, Concrete or Asphalt
Mine or Shaft Hoist
Portable Crushers
Power Jumbo Operator (setting slip-forms, etc., in
tunnels)
Screedman (automatic or manual)
Self Propelled Compactor with Dozer
Tractor with boom, D6 or smaller
Trenching Machine, maximum digging capacity over 5
ft. depth
Vermeer T-600B Rock Cutter or similar
GROUP 6
Armor-Coater (or similar)
Ballast Jack Tamper
Boom-Type Backfilling Machine
Asst. Plant Engineer
Bridge and/or Gantry Crane
Chemical Grouting Machine, truck mounted
Chip Spreading Machine Operator
Concrete Barrier Moving Machine
Concrete Saws (self-propelled unit on streets,
highways, airports, and canals)
Deck Engineer
Drill Doctor
Drill Equipment, over 25,000 lbs up to and including
50,000 lbs
Drilling Equipment Texoma 600, Hughes 200 series
or similar up to and including 30 ft. m.r.c.

Helicopter Radioman
Hydro-Hammer or similar
Line Master
Skidsteer Loader, Bobcat larger than 743 series or
similar (with attachments)
Locomotive
Rotating Extendable Forklift, Lull Hi-Lift or similar
Assistant to Engineer, Truck Mounted Equipment
Pavement Breaker, Truck Mounted, with compressor
combination
Paving Fabric Installation and/or Laying Machine
Pipe Bending Machine (pipelines only)
Pipe Wrapping Machine (Tractor propelled and
supported)
Screedman, (except asphaltic concrete paving)
Self-Loading Chipper
Self Propelled Pipeline Wrapping Machine
Tractor
GROUP 7
Ballast Regulator
Cary Lift or similar
Combination Slurry Mixer and/or Cleaner
Coolant/Slurry Tanker Operator (hooked to
Grooving/Grinding Machine)
Drilling Equipment, 20 ft and under m.r.c.

Drill Equipment, over 1,000 lbs up to and including
25,000 lbs
Fireman Hot Plant
Grouting Machine Operator
Highline Cableway Signalman
Stationary Belt Loader (Kolman or similar)
Lift Slab Machine (Vagtborg and similar types)
Maginnes Internal Full Slab Vibrator
Material Hoist (1 Drum)
Mechanical Trench Shield
Partsman (heavy duty repair shop parts room)
Pavement Breaker with or without Compressor
Combination
Pipe Cleaning Machine (tractor propelled and
supported)
Post Driver
Roller (except Asphalt), Chip Seal
Self Propelled Automatically Applied Concrete Curing
Machine (on streets, highways, airports and canals)
Self Propelled Compactor (without dozer)
Signalman
Slip-Form Pumps (lifting device for concrete forms)
Super Sucker Vacuum Truck
Tie Spacer
Trenching Machine (maximum digging capacity up to
and including 5 ft depth)
Truck Type Loader
GROUP 8
Bit Sharpener
Boiler Tender
Box Operator
Brakeman
Combination Mixer and Compressor
(shotcrete/gunite)
Compressor Operator
Deckhand
Fireman
Generators
Gunite/Shotcrete Equipment Operator
Heavy Duty Repairman Helper
Hydraulic Monitor
Ken Seal Machine (or similar)
Determination: NC-23-63-1-2023-1

Page 7 of 10 ends

Mast Type Forklift
Mixermobile
Assistant to Engineer
Pump Operator
Refrigerator Plant
Reservoir-Debris Tug (Self-Propelled Floating)
Ross Carrier (Construction site)
Rotomist Operator
Self Propelled Tape Machine
Shuttlecar
Self Propelled Power Sweeper Operator (Includes
Vacuum Sweeper)
Slusher Operator
Surface Heater
Switchman
Tar Pot Fireman
Tugger Hoist, Single Drum
Vacuum Cooling Plant
Welding Machine (powered other than by electricity)
GROUP 8-A
Articulated Dump Truck Operator
Elevator Operator
Mini Excavator under 25 H.P. (Backhoe-Trencher)
Skidsteer Loader, Bobcat 743 series or Smaller and
similar (without attachments)
ALL CRANES AND ATTACHMENTS:

GROUP 1
Cranes over 350 tons
Derrick over 250 tons
Self Propelled Boom Type Lifting Device over 250
tons
GROUP 1-A
Clamshells and Draglines over 7 cu yds
Cranes over 100 tons
Derrick, over 100 tons
Derrick Barge Pedestal mounted over 100 tons
Self Propelled Boom Type Lifting Device Over 100
tons
Tower Cranes
GROUP 2-A
Clamshells and Draglines over 1 cu yds up to and
including 7 cu yds
Cranes over 45 tons up to and including 100 tons
Derrick Barge 100 tons and under
Mobile Self-Erecting Tower Crane (Potain) over 3
stories
Self Propelled Boom Type Lifting Device over 45 tons
GROUP 3-A
Clamshells and Draglines up to and including 1 cu yd
Cranes 45 tons and under
Mobile Self-Erecting Tower Crane (Potain), 3 stories
and under
Self Propelled Boom Type Lifting Device 45 tons and
under
GROUP 4-A
Boom Truck or dual-purpose A-Frame Truck, NonRotating over 15 tons.

Truck Mounted Rotating Telescopic Boom Type
Lifting Device, Manitex or similar (Boom Truck -over
15 tons)
Truck-Mounted Rotating Telescopic Boom Type
Lifting Device, Manitex or Similar (Boom Truck),
under 15 tons
DESCRIPTIONS FOR AREAS 1 AND 2:

Area 1 is all of Northern California within the following Township, State and/or county Boundaries:

Commencing in the Pacific Ocean on the extension of the Southerly line of Township 19S, of the Mount Diablo Base and Meridian,
Thence Easterly along the Southerly line of Township 19S, to the Northwest corner of Township 20S, Range 6E,
Thence Southerly to the Southwest corner of Township 20S, Range 6E, Thence Easterly to the Northwest corner of Township 21S, Range 7E Thence Southerly to the Southwest corner of Township 21S, Range 7E Thence Easterly to the Northwest corner of Township 22S, Range 9E, Thence Southerly to the Southwest corner of Township 22S, Range 9E, Thence Easterly to the Northwest corner of Township 23S, Range 10E, Thence Southerly to the Southwest corner of Township 24S, Range 10E, Thence Easterly to the Southwest corner of Township 24S, Range 31E, Thence Northerly to the Northeast corner of Township 20S, Range 31E, Thence Westerly to the Southeast corner of Township 19S, Range 29E, Determination: NC-23-63-1-2023-1

Page 8 of 10 ends

Thence Northerly to the Northeast corner of Township 17S, Range 29E, Thence Westerly to the Southeast corner of Township 16S, Range 28E, Thence Northerly to the Northeast corner of Township 13S, Range 28E, Thence Westerly to the Southeast corner of Township 12S, Range 27E, Thence Northerly to the Northeast corner of Township 12S, Range 27E, Thence Westerly to the Southeast corner of Township 11S, Range 26E, Thence Northerly to the Northeast corner of Township 11S, Range 26E, Thence Westerly to the Southeast corner of Township 10S, Range 25E, Thence Northerly to the Northeast corner of Township 9S, Range 25E, Thence Westerly to the Southeast corner of Township 8S, Range 24E, Thence Northerly to the Northeast corner of Township 8S, Range 24E, Thence Westerly to the Southeast corner of Township 7S, Range 23E, Thence Northerly to the Northeast corner of Township 6S, Range 23E, Thence Westerly to the Southeast corner of Township 5S, Range 20E, Thence Northerly to the Northeast corner of Township 5S, Range 20E, Thence Westerly to the Southeast corner of Township 4S, Range 19E, Thence Northerly to the Northeast corner of Township 1S, Range 19E, Thence Westerly to the Southeast corner of Township 1N, Range 18E, Thence Northerly to the Northeast corner of Township 3N, Range 18E, Thence Westerly to the Southeast corner of Township 4N, Range 17E, Thence Northerly to the Northeast corner of Township 4N, Range 17E, Thence Westerly to the Southeast corner of Township 5N, Range 15E, Thence Northerly to the Northeast corner of Township 5N, Range 15E, Thence Westerly to the Southeast corner of Township 6N, Range 14E, Thence Northerly to the Northeast corner of Township 10N, Range 14E, Thence Easterly along the Southern line of Township 11N, to the California/Nevada State Border, Thence Northerly along the California/Nevada State Border to the Northerly line of Township 17N, Thence Westerly to the Southeast corner of Township 18N, Range 10E, Thence Northerly to the Northeast corner of Township 20N, Range 10E, Thence Westerly to the Southeast corner of Township 21N, Range 9E, Thence Northerly to the Northeast corner of Township 21N, Range 9E, Thence Westerly to the Southeast corner of Township 22N, Range 8E, Thence Northerly to the Northeast corner of Township 22N, Range 8E, Thence Westerly to the Northwest corner of Township 22N, Range 8E, Thence Northerly to the Southwest corner of Township 27N, Range 8E, Thence Easterly to the Southeast corner of Township 27N, Range 8E, Thence Northerly to the Northeast corner of Township 28N, Range 8E, Thence Westerly to the Southeast corner of Township 29N, Range 6E, Thence Northerly to the Northeast corner of Township 32N, Range 6E, Thence Westerly to the Northwest corner of Township 32N, Range 6E, Thence Northerly to the Northeast corner of Township 35N, Range 5E, Thence Westerly to the Southeast corner of Township 36N, Range 3E, Thence Northerly to the Northeast corner of township 36N, Range 3E, Thence Westerly to the Southeast corner of Township 37N, Range 1W, Thence Northerly to the Northeast corner of Township 38N, Range 1W, Thence Westerly to the Southeast corner of Township 39N, Range 2W, Thence Northerly to the Northeast corner of Township 40N, Range 2W, Thence Westerly to the Southeast corner of Township 41N, Range 4W, Thence Northerly to the Northeast corner of Township 42N, Range 4W, Thence Westerly to the Southeast corner of Township 43N, Range 5W, Thence Northerly to the California/Oregon State Border, Thence Westerly along the California/Oregon State Border to the Westerly Boundary of Township Range 8W, Determination: NC-23-63-1-2023-1

Page 9 of 10 ends

Thence Southerly to the Southwest corner of Township 43N, Range 8W, Thence Easterly to the Southeast corner of Township 43N, Range 8W, Thence Southerly to the Southwest corner of Township 42N, Range 7W, Thence Easterly to the Southeast corner of Township 42N, Range 7W, Thence Southerly to the Southwest corner of Township 41N, Range 6W, Thence Easterly to the Northwest corner of Township 40N, Range 5W, Thence Southerly to the Southwest corner of Township 38N, Range 5W, Thence Westerly to the Northwest corner of Township 37N, Range 6W, Thence Southerly to the Southwest corner of Township 35N, Range 6W, Thence Westerly to the Northwest corner of Township 34N, Range 10W, Thence Southerly to the Southwest corner of Township 31N, Range 10W, Thence Easterly to the Northwest corner of Township 30N, Range 9W, Thence Southerly to the Southwest corner of Township 30N, Range 9W, Thence Easterly to the Northwest corner of Township 29N, Range 8W, Thence Southerly to the Southwest corner of Township 23N, Range 8W, Thence Easterly to the Northwest corner of Township 22N, Range 6W, Thence Southerly to the Southwest corner of Township 16N, Range 6W, Thence Westerly to the Southeast corner of Township 16N, Range 9W, Thence Northerly to the Northeast corner of Township 16N, Range 9W, Thence Westerly to the Southeast corner of Township 17N, Range 12W, Thence Northerly to the Northeast corner of Township 18N, Range 12W, Thence Westerly to the Northwest corner of Township 18N, Range 15W, Thence Southerly to the Southwest corner of Township 14N, Range 15W, Thence Easterly to the Northwest corner of Township 13N, Range 14W, Thence Southerly to the Southwest corner of Township 13N, Range 14W, Thence Easterly to the Northwest corner of Township 12N, Range 13W, Thence Southerly to the Southwest corner of Township 12N, Range 13W, Thence Easterly to the Northwest corner of Township 11N, Range 12W, Thence Southerly into the Pacific Ocean and Commencing in the Pacific Ocean on the extension of the Humboldt Base Line,
Thence Easterly to the Northwest corner of Township 1S, Range 2E, Thence Southerly to the Southwest corner of Township 2S, Range 2E, Thence Easterly to the Northwest corner of Township 3S, Range 3E, Thence Southerly to the Southwest corner of Township 5S, Range 3E, Thence Easterly to the Southeast corner of Township 5S, Range 4E, Thence Northerly to the Northeast corner of Township 4S, Range 4E, Thence Westerly to the Southeast corner of Township 3S, Range 3E, Thence Northerly to the Northeast corner of Township 5N, Range 3E, Thence Easterly to the Southeast corner of Township 6N, Range 5E, Thence Northerly to the Northeast corner of Township 7N, Range 5E, Thence Westerly to the Southeast corner of Township 8N, Range 3E, Thence Northerly to the Northeast corner of Township 9N, Range 3E, Thence Westerly to the Southeast corner of Township 10N, Range 1E, Thence Northerly to the Northeast corner of Township 13N, Range 1E, Thence Westerly into the Pacific Ocean, excluding that portion of Northern California contained within the following lines:

Commencing at the Southwest corner of Township 12N, Range 11E, of the Mount Diablo Base and Meridian, Thence Easterly to the Southeast corner of Township 12N, Range 16E, Thence Northerly to the Northeast corner of Township 12N, Range 16E, Thence Westerly to the Southeast corner of Township 13N, Range 15E, Thence Northerly to the Northeast corner of Township 13N, Range 15E, Thence Westerly to the Southeast corner of Township 14N, Range 14E, Determination: NC-23-63-1-2023-1

Page 10 of 10 ends

Thence Northerly to the Northeast corner of Township 16N, Range 14E, Thence Westerly to the Northwest corner of Township 16N, Range 12E, Thence Southerly to the Southwest corner of Township 16N, Range 12E, Thence Westerly to the Northwest corner of Township 15N, Range 11E, Thence Southerly to the point of beginning at the Southwest corner of Township 12N, Range 11E, Area 2 shall be all areas not part of Area 1 described above.

Recognized holidays:

Travel and/or subsistence payment:

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: OPERATING ENGINEER (BUILDING CONSTRUCTION)
# a
Determination:

NC-23-63-1-2023-1A
Issue Date:

February 22, 2023
Expiration date of determination:

Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774.

Locality: All localities within Alpine, Amador, Butte, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Kings, Lake, Lassen, Madera, Mariposa, Mendocino, Merced, Modoc, Monterey, Napa, Nevada, Placer, Plumas, Sacramento, San Benito, San Joaquin, Santa Cruz, Shasta, Sierra, Siskiyou, Sonoma, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Yolo, and Yuba Counties.

AREA 1 - Butte, Kings, Merced, Napa, Sacramento, San Benito, San Joaquin, Santa Cruz, Stanislaus, Sutter, Yolo and Yuba counties; and portions of Alpine, Amador, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Lake, Lassen, Madera, Mariposa, Mendocino, Monterey, Nevada, Placer, Plumas, Shasta, Sierra, Siskiyou, Sonoma, Tehama, Tuolumne and Trinity Counties. (Portions of counties falling in each area detailed in the Operating Engineer (Heavy and Highway Work) determination) Wages and total hourly rates (including employer payments) (Area 1):

Classification
(Journeyperson)
Classification Groupb
Basic
Hourly
Rate
Hoursc
Total
Hourly
Rate
Daily/Saturday
Overtime Hourly
Rate (1½ x)d
Sunday/Holiday
Overtime Hourly
Rate (2 x)
Group 1 $54.50 8 $87.23 $114.48 $141.73
Group 2 $53.05 8 $85.78 $112.31 $138.83
Group 3 $51.65 8 $84.38 $110.21 $136.03
Group 4 $50.32 8 $83.05 $108.21 $133.37
Group 5 $49.11 8 $81.84 $106.40 $130.95
Group 6 $47.84 8 $80.57 $104.49 $128.41
Group 7 $46.75 8 $79.48 $102.86 $126.23
Group 8 $45.67 8 $78.40 $101.24 $124.07
Group 8-A $43.55 8 $76.28 $98.06 $119.83
ALL CRANES & ATTACHMENTS:

Group 1 $56.10 8 $88.83 $116.88 $144.93
Truck Crane Assistant to Engineer $49.44 8 $82.17 $106.89 $131.61 Assistant to Engineer $47.27 8 $80.00 $103.64 $127.27
Group 1-A $55.35 8 $88.08 $115.76 $143.43
Truck Crane Assistant to Engineer $48.69 8 $81.42 $105.77 $130.11 Assistant to Engineer $46.52 8 $79.25 $102.51 $125.77
Group 2-A $53.66 8 $86.39 $113.22 $140.05
Truck Crane Assistant to Engineer $48.45 8 $81.18 $105.41 $129.63 Assistant to Engineer $46.30 8 $79.03 $102.18 $125.33
Determination: NC-23-63-1-2023-1A

Page 2 of 5 ends

Classification
(Journeyperson)
Classification Groupb
Basic
Hourly
Rate
Hoursc
Total
Hourly
Rate
Daily/Saturday
Overtime Hourly
Rate (1½ x)d
Sunday/Holiday
Overtime Hourly
Rate (2 x)
Group 3-A $52.02 8 $84.75 $110.76 $136.77
Truck Crane Assistant to Engineer $48.21 8 $80.94 $105.05 $129.15 Hydraulic $47.84 8 $80.57 $104.49 $128.41
Assistant to Engineer $46.05 8 $78.78 $101.81 $124.83
Group 4-A $49.11 8 $81.84 $106.40 $130.95
AREA 2 - Modoc, and portions of Alpine, Amador, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Lake, Lassen, Madera, Mariposa, Mendocino, Monterey, Nevada, Placer, Plumas, Shasta, Sierra, Siskiyou, Sonoma, Tehama, Tulare, Tuolumne and Trinity Counties. (Portions of counties falling in each area detailed in the Operating Engineer (Heavy and Highway Work) determination) Wages and total hourly rates (including employer payments) (Area 2):

Classification
(Journeyperson)
Classification Groupb
Basic
Hourly
Rate
Hoursc
Total
Hourly
Rate
Daily/Saturday
Overtime Hourly
Rate (1½ X)d
Sunday/Holiday
Overtime Hourly
Rate (2 x)
Group 1 $56.50 8 $89.23 $117.48 $145.73
Group 2 $55.05 8 $87.78 $115.31 $142.83
Group 3 $53.65 8 $86.38 $113.21 $140.03
Group 4 $52.32 8 $85.05 $111.21 $137.37
Group 5 $51.11 8 $83.84 $109.40 $134.95
Group 6 $49.84 8 $82.57 $107.49 $132.41
Group 7 $48.75 8 $81.48 $105.86 $130.23
Group 8 $47.67 8 $80.40 $104.24 $128.07
Group 8-A $45.55 8 $78.28 $101.06 $123.83
ALL CRANES & ATTACHMENTS:

Group 1 $58.10 8 $90.83 $119.88 $148.93
Truck Crane Assistant to Engineer $51.44 8 $84.17 $109.89 $135.61 Assistant to Engineer $49.27 8 $82.00 $106.64 $131.27
Group 1-A $57.35 8 $90.08 $118.76 $147.43
Truck Crane Assistant to Engineer $50.69 8 $83.42 $108.77 $134.11 Assistant to Engineer $48.52 8 $81.25 $105.51 $129.77
Group 2-A $55.66 8 $88.39 $116.22 $144.05
Truck Crane Assistant to Engineer $50.45 8 $83.18 $108.41 $133.63 Assistant to Engineer $48.30 8 $81.03 $105.18 $129.33
Group 3-A $54.02 8 $86.75 $113.76 $140.77
Truck Crane Assistant to Engineer $50.21 8 $82.94 $108.05 $133.15 Hydraulic $49.84 8 $82.57 $107.49 $132.41
Assistant to Engineer $48.05 8 $80.78 $104.81 $128.83
Group 4-A $51.11 8 $83.84 $109.40 $134.95
Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $13.38
Pension $10.78
Vacation and Holidaye $5.87
Training $1.12
Other $1.58
Determination: NC-23-63-1-2023-1A

Page 3 of 5 ends

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: OPERATING ENGINEER (BUILDING CONSTRUCTION)
# a
(SPECIAL SINGLE AND SECOND SHIFT)
Determination:

NC-23-63-1-2023-1A
Issue Date:

February 22, 2023
Expiration date of determination:

Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774.

Locality:

All localities within Alpine, Amador, Butte, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Kings, Lake, Lassen, Madera, Mariposa, Mendocino, Merced, Modoc, Monterey, Napa, Nevada, Placer, Plumas, Sacramento, San Benito, San Joaquin, Santa Cruz, Shasta, Sierra, Siskiyou, Sonoma, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Yolo, and Yuba Counties.

Classification
(Journeyperson)
(Special Single and Second Shift)
Classification Group b
Basic
Hourly
Rate
Hours
Total
Hourly
Rate
Daily/Saturday
Overtime Hourly
Rate (1½ X) d
Sunday/Holiday
Overtime Hourly
Rate (2X)
Group 1 $59.65 8 $92.38 $122.21 $152.03
Group 2 $58.01 8 $90.74 $119.75 $148.75
Group 3 $56.45 8 $89.18 $117.41 $145.63
Group 4 $54.93 8 $87.66 $115.13 $142.59
Group 5 $53.58 8 $86.31 $113.10 $139.89
Group 6 $52.14 8 $84.87 $110.94 $137.01
Group 7 $50.93 8 $83.66 $109.13 $134.59
Group 8 $49.72 8 $82.45 $107.31 $132.17
Group 8-A $47.33 8 $80.06 $103.73 $127.39
ALL CRANES & ATTACHMENTS:

Group 1 $61.36 8 $94.09 $124.77 $155.45
Truck Crane Assistant to Engineer $53.87 8 $86.60 $113.54 $140.47 Assistant to Engineer $51.41 8 $84.14 $109.85 $135.55
Determination: NC-23-63-1-2023-1A

Page 4 of 5 ends

Classification
(Journeyperson)
(Special Single and Second Shift)
Classification Group b
Basic
Hourly
Rate
Hours
Total
Hourly
Rate
Daily/Saturday
Overtime Hourly
Rate (1½ X) d
Sunday/Holiday
Overtime Hourly
Rate (2X)
Group 1-A $60.61 8 $93.34 $123.65 $153.95
Truck Crane Assistant to Engineer $53.12 8 $85.85 $112.41 $138.97 Assistant to Engineer $50.66 8 $83.39 $108.72 $134.05
Group 2-A $58.70 8 $91.43 $120.78 $150.13
Truck Crane Assistant to Engineer $52.85 8 $85.58 $112.01 $138.43 Assistant to Engineer $50.42 8 $83.15 $108.36 $133.57
Group 3-A $56.84 8 $89.57 $117.99 $146.41
Truck Crane Assistant to Engineer $52.58 8 $85.31 $111.60 $137.89 Hydraulic $52.14 8 $84.87 $110.94 $137.01
Assistant to Engineer $50.14 8 $82.87 $107.94 $133.01
Group 4-A $53.58 8 $86.31 $113.10 $139.89
AREA 2 - Modoc, and portions of Alpine, Amador, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Lake, Lassen, Madera, Mariposa, Mendocino, Monterey, Nevada, Placer, Plumas, Shasta, Sierra, Siskiyou, Sonoma, Tehama, Tulare, Tuolumne and Trinity counties. (Portions of counties falling in each area detailed in the Operating Engineer (Heavy and Highway Work) determination) Wages and total hourly rates (including employer payments) (Area 2):

Classification
(Journeyperson)
(Special Single and Second Shift)
Classification Group b
Basic
Hourly
Rate
Hours
Total
Hourly
Rate
Daily/Saturday
Overtime Hourly
Rate (1½ X) d
Sunday/Holiday
Overtime Hourly
Rate (2X)
Group 1 $61.65 8 $94.38 $125.21 $156.03
Group 2 $60.01 8 $92.74 $122.75 $152.75
Group 3 $58.45 8 $91.18 $120.41 $149.63
Group 4 $56.93 8 $89.66 $118.13 $146.59
Group 5 $55.58 8 $88.31 $116.10 $143.89
Group 6 $54.14 8 $86.87 $113.94 $141.01
Group 7 $52.93 8 $85.66 $112.13 $138.59
Group 8 $51.72 8 $84.45 $110.31 $136.17
Group 8-A $49.33 8 $82.06 $106.73 $131.39
ALL CRANES & ATTACHMENTS:

Group 1 $63.36 8 $96.09 $127.77 $159.45
Truck Crane Assistant to Engineer $55.87 8 $88.60 $116.54 $144.47 Assistant to Engineer $53.41 8 $86.14 $112.85 $139.55
Group 1-A $62.61 8 $95.34 $126.65 $157.95
Truck Crane Assistant to Engineer $55.12 8 $87.85 $115.41 $142.97 Assistant to Engineer $52.66 8 $85.39 $111.72 $138.05
Group 2-A $60.70 8 $93.43 $123.78 $154.13
Truck Crane Assistant to Engineer $54.85 8 $87.58 $115.01 $142.43 Assistant to Engineer $52.42 8 $85.15 $111.36 $137.57
Group 3-A $58.84 8 $91.57 $120.99 $150.41
Truck Crane Assistant to Engineer $54.58 8 $87.31 $114.60 $141.89 Hydraulic $54.14 8 $86.87 $113.94 $141.01
Assistant to Engineer $52.14 8 $84.87 $110.94 $137.01
Group 4-A $55.58 8 $88.31 $116.10 $143.89
Determination: NC-23-63-1-2023-1A

Page 5 of 5 ends

Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $13.38
Pension $10.78
Vacation and Holiday e $5.87
Training $1.12
Other $1.58
Recognized holidays:

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 Director's General Prevailing Wage Determinations Website (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.
# Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a For total base bid project value of less than $3,000,000 only. The Operating Engineer (Heavy and Highway Work) determination is applicable for all work $3,000,000 and above. Where there is a published or advertised estimate of the construction costs of a project, such estimate shall determine the total base bid project value, for the purposes of the three million dollars ($3,000,000) threshold. b For classifications within each group, see Pages 5-7 of the OPERATING ENGINEER (HEAVY AND HIGHWAY WORK).
c When three shifts are employed for five (5) or more consecutive days, seven and one-half (7½) consecutive hours (exclusive of meal period), shall constitute a day of work, for which eight (8) times the straight time hourly rate shall be paid at the non-shift wage rate for the second shift. The third shift shall be seven (7) hours of work for eight (8) hours of pay at the non-shift wage rate. d Saturday in the same work week may be worked at straight-time if a job is shut down during the normal work week due to inclement weather.
e Includes an amount for supplemental dues.

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS

FOR LANDSCAPE CONSTRUCTION PROJECTS
CRAFT: OPERATING ENGINEER#
Determination:

NC-63-3-75-2022-1
Issue Date:

August 22, 2022
Expiration date of determination:

Localities:

All localities within Alameda, Alpine, Amador, Butte, Calaveras, Colusa, Contra Costa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Kings, Lake, Lassen, Madera, Marin, Mariposa, Mendocino, Merced, Modoc, Monterey, Napa, Nevada, Placer, Plumas, Sacramento, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Shasta, Sierra, Siskiyou, Solano, Sonoma, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Yolo, and Yuba Counties
AREA 1 - Alameda, Butte, Contra Costa, Kings, Marin, Merced, Napa, Sacramento, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Solano, Stanislaus, Sutter, Yolo and Yuba counties; and portions of Alpine, Amador, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Lake, Lassen, Madera, Mariposa, Mendocino, Monterey, Nevada, Placer, Plumas, Shasta, Sierra, Siskiyou, Sonoma, Tehama, Trinity, Tulare, and Tuolumne Counties (Portions of counties falling in each area detailed in the Operating Engineer (Heavy and Highway Work) determination).

Wages and Employer Payments (Area 1):

Page 2 of 5 ends

AREA 2 - Modoc, and portions of Alpine, Amador, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Lake, Lassen, Madera, Mariposa, Mendocino, Monterey, Nevada, Placer, Plumas, Shasta, Sierra, Siskiyou, Sonoma, Tehama, Trinity, Tulare, and Tuolumne Counties (Portions of counties falling in each area detailed in the Operating Engineer (Heavy and Highway Work) determination).

Wages and Employer Payments (Area 2):

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension
Vacation
and
Holidayb
Training Other Hours
Total
Hourly
Rate
Daily
Overtime
Hourly Rate
(1½ X)
Saturday
Overtime
Hourly Rate
(1½ X) c
Sunday/
Holiday
Overtime
Hourly Rate
(2 X)
Group I $47.03 $13.38 $10.35 $4.44 $1.16 $1.41 8 $77.77 $101.285 $101.285 $124.800 Group II $43.43 $13.38 $10.35 $4.44 $1.16 $1.41 8 $74.17 $95.885 $95.885 $117.600 Group III $38.82 $13.38 $10.35 $4.44 $1.16 $1.41 8 $69.56 $88.970 $88.970 $108.380 Group IV $36.11 $13.38 $10.35 $4.44 $1.16 $1.41 8 $66.85 $84.905 $84.905 $102.960 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 Director's General Prevailing Wage Determinations Website (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:

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS

FOR LANDSCAPE CONSTRUCTION PROJECTS
CRAFT: OPERATING ENGINEER#
(SPECIAL SINGLE AND SECOND SHIFT)
Determination:

NC-63-3-75-2022-1
Issue Date:

August 22, 2022
Expiration date of determination:

Localities:

AREA 1 - Alameda, Butte, Contra Costa, Kings, Marin, Merced, Napa, Sacramento, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Solano, Stanislaus, Sutter, Yolo and Yuba counties; and portions of Alpine, Amador, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Lake, Lassen, Madera, Mariposa, Mendocino, Monterey, Nevada, Placer, Plumas, Shasta, Sierra, Siskiyou, Sonoma, Tehama, Trinity, Tulare, and Tuolumne Counties (Portions of counties falling in each area detailed in the Operating Engineer (Heavy and Highway Work) determination).

Wages and Employer Payments (Area 1):

Page 4 of 5 ends

Wages and Employer Payments (Area 2):

Classificationa
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension
Vacation
and
Holidayb
Training Other Hours
Total
Hourly
Rate
Daily
Overtime
Hourly Rate
(1½ X)
Saturday
Overtime
Hourly Rate
(1½ X) c
Sunday/
Holiday
Overtime
Hourly Rate
(2 X)
Group 1 $51.44 $13.38 $10.35 $4.44 $1.16 $1.41 8 $82.18 $107.900 $107.900 $133.620 Group 2 $47.39 $13.38 $10.35 $4.44 $1.16 $1.41 8 $78.13 $101.825 $101.825 $125.520 Group 3 $42.20 $13.38 $10.35 $4.44 $1.16 $1.41 8 $72.94 $94.040 $94.040 $115.140 Group 4 $39.30 $13.38 $10.35 $4.44 $1.16 $1.41 8 $70.04 $89.690 $89.690 $109.340 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 Director's General Prevailing Wage Determinations Website (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:

Determination: NC-63-3-75-2022-1

Page 5 of 5 ends

CLASSIFICATIONS:

Group I
Landscape Finish Grade Operator. All finish grade work regardless of the equipment used, and all equipment with a horsepower rating of more than 65.

Group II
Landscape Operator up to 65 H.P. All equipment with a
manufacturer's horsepower rating of 65 or less except equipment covered by Group I or Group III. The following equipment shall be included in Group II except when used for finish work so long as its manufacturer's horsepower rating is 65 or less.

A-Frame and Winch Truck
Backhoe
Forklift (Jobsite)
HDR Welder - Landscape - Operating Engineer's Equipment Hydro Seeder Machine
Roller
Rubber-Tired and Track Earthmoving Equipment
Skiploader
Straw Blowers
Trencher - 35 Horsepower up to 65 Horsepower
Group III
Landscape Utility Operator
Small Rubber-Tired Tractor
Trencher - Under 35 Horsepower
Group IV
Assistant Landscape Utility Operator Oiler
# Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a For classifications within each group, see Page 5. b Includes an amount for Supplemental Dues. c Saturday in the same workweek may be worked at straight-time if a job is shut down during the normal workweek due to inclement weather, major mechanical breakdown or shortage of materials beyond the control of the Individual Employer.

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: # Parking and Highway Improvement Painter (Painter) a Determination:

NC-200-X-17-2022-1
Issue Date:

August 22, 2022
Expiration date of determination:

June 25, 2023* 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.

Localities:

All localities within San Joaquin, Tuolumne and Yolo Counties.

Wages and Employer Payments:

Classification
Basic
Hourly
Rateb
Health
and
Welfare
Pension Vacation
and
Holidayc
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X) d
Daily
Overtime
Hourly
Rate
(2 X)
Holiday
Overtime
Hourly
Rate
(2 X)
Striper; Layout and application
of painted traffic stripes; hot
thermo plastic; tape traffic
stripes
$40.44 $10.70 $6.82 $0.00 $0.10 $0.00 8 $58.06 $78.28 $98.50 $98.50 Parking Lots, Gamecourts,
Playgrounds $34.37 $10.70 $6.82 $0.00 $0.10 $0.00 8 $51.99 $69.175 $86.36 $86.36 Protective Coating,
Resurfacing, Pavement
Sealing, Including Repair When
Done in Conjunction With
Pavement Sealing
$34.78 $10.70 $6.82 $0.00 $0.10 $0.00 8 $52.40 $69.79 $87.18 $87.18 Recognized holidays:

Page 2 of 2 ends

Director's General Prevailing Wage Determinations Website (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:

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: #TRAFFIC CONTROL/LANE CLOSURE (LABORER)a
AND
# PARKING AND HIGHWAY IMPROVEMENT PAINTER (LABORER)
Determination:

NC-23-102-13-2023-1
Issue Date:

February 22, 2023
Expiration date of determination:

June 30, 2023** 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.

Localities:

AREA 1 - Alameda, Contra Costa, Marin, San Francisco, San Mateo and Santa Clara Counties.

Wages and Employer Payments (Area 1):

Classification

TRAFFIC CONTROL AND

RELATED CLASSIFICATIONS
Basic
Hourly
Rate
Health
and
Welfareb
Pensionc Vacation
and
Holidayd
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)e
Saturday
Overtime
Hourly
Rate
(1 ½ X)ef
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)g
Traffic Control Person I $36.31 $9.60 $13.86 $3.05 $0.50 $0.30 8 $63.62 $81.775 $81.775 $99.93 Traffic Control Person II $33.81 $9.60 $13.86 $3.05 $0.50 $0.30 8 $61.12 $78.025 $78.025 $94.93 Construction Zone Traffic
Control Pilot Car, Flag Person $36.01 $9.60 $13.86 $3.05 $0.50 $0.30 8 $63.32 $81.325 $81.325 $99.33 Determination: NC-23-102-13-2023-1 and NC-23-102-13-2023-1A

Page 2 of 3 ends

Wages and Employer Payments (Area 2):

Classification

TRAFFIC CONTROL AND

RELATED CLASSIFICATIONS
Basic
Hourly
Rate
Health
and
Welfareb
Pensionc Vacation
and
Holidayd
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)e
Saturday
Overtime
Hourly
Rate
(1 ½ X)ef
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)g
Traffic Control Person I $35.31 $9.60 $13.86 $3.05 $0.50 $0.30 8 $62.62 $80.275 $80.275 $97.93 Traffic Control Person II $32.81 $9.60 $13.86 $3.05 $0.50 $0.30 8 $60.12 $76.525 $76.525 $92.93 Construction Zone Traffic
Control Pilot Car, Flag Person $35.01 $9.60 $13.86 $3.05 $0.50 $0.30 8 $62.32 $79.825 $79.825 $97.33 Determination:

NC-23-102-13-2023-1A
Issue Date:

February 22, 2023
Expiration date of determination:

Localities:

Wages and Employer Payments:

Classification

STRIPER AND RELATED

CLASSIFICATIONS
Basic
Hourly
Rate
Health
and
Welfareb
Pensionc Vacation
and
Holidayd
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)e
Saturday
Overtime
Hourly
Rate
(1 ½ X)ef
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)g
Group 1 $39.20 $9.60 $13.25 $3.05 $0.50 $0.27 8 $65.87 $85.470 $85.470 $105.07 Group 2 $37.70 $9.60 $13.25 $3.05 $0.50 $0.27 8 $64.37 $83.220 $83.220 $102.07 Group 3 $35.95 $9.60 $13.25 $3.05 $0.50 $0.27 8 $62.62 $80.595 $80.595 $98.57 Group 4 $33.85 $9.60 $13.25 $3.05 $0.50 $0.27 8 $60.52 $77.445 $77.445 $94.37 Group 1
Traffic Striping Applicator
Group 2
Traffic Delineating Device
Applicator
Traffic Protective System
Installer
Pavement Markings Applicator
Decorative Asphalt Surfacing
Applicator
Group 3
Traffic Surface Abrasive
Blaster
Pot Tender
Group 4
Parking Lots, Game Courts &
Playground Striping
Applicator
Decorative Asphalt Surfacing
Laborer
Recognized holidays:

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 Director's General Prevailing Wage Determinations Website (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. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a The rates of the Laborer classifications for the craft of Traffic Control/Lane Closure (Laborer) do not apply to traffic control work associated with parking and highway improvement projects in San Joaquin, Tuolumne, and Yolo Counties. For traffic control work associated with parking and highway improvement projects in these three counties, the minimum rate of pay is that of the Painter classifications for the craft of Parking and Highway Improvement Painter (Painter).
# Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). b Includes an amount for Retiree Health & Welfare. c Includes an amount for the Annuity Trust Fund.
d Includes an amount for Supplemental Dues.
e One and one-half (1-1/2) the straight time hourly rate of pay shall be paid for all work performed in excess of forty hours (40) a week or eight hours (8) a day and the sixth (6th) consecutive day worked or Saturdays. f Saturdays or scheduled sixth (6th) consecutive work day in the same work week may be worked at straight-time if the job is shut down during the normal work week due to inclement weather, major mechanical breakdown or lack of materials beyond the control of the employer. g Two times (2x) the straight time hourly rate of pay shall be paid for all work performed on the seventh (7th) consecutive day worked, or Sundays and holidays.

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Pile Driver (Carpenter) #
Determination:

NC-23-31-11-2022-1
Issue Date:

August 22, 2022
Expiration date of determination:

June 30, 2023* 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:

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
Saturday
Overtime
Hourly
Rate
(1 ½ X)
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Pile Driver, Wharf, and
Dock Builder $56.35a $12.10 $15.60b $6.44c $1.18 $0.35d 8.0 $92.02 $120.195e $120.195e $148.370 Diver (wet) up to 50 ft
depthf g $105.87 $12.10 $15.60b $6.44c $1.18 $0.35d 8.0 $141.54 $194.475e $194.475e $247.410 Diver’s Tenderf $61.99 $12.10 $15.60b $6.44c $1.18 $0.35d 8.0 $97.66 $128.310e $128.655e $159.650 Assistant Tender $56.35 $12.10 $15.60b $6.44c $1.18 $0.35d 8.0 $92.02 $120.195e $120.195e $148.370 Diver (stand-by) $62.99 $12.10 $15.60b $6.44c $1.18 $0.35d 8.0 $98.66 $129.810e $130.155e $161.650 For “Pile Driver – Bridge Builder” – See Northern California Carpenter.

Determination: NC-23-31-11-2022-1

Page 2 of 2 ends

Note:

To obtain wage rate information for Saturation Diver, Manned Submersible, Manifold Operator/Life Support Technician, Remote Controlled/Operated Vehicle (RCV/ROV) Pilot/Technician, Navigator Surveyor, Bell Winch Operator & Diving Equipment Technician, please contact the Office of the Director - Research Unit at (415) 703-4774.

Recognized holidays:

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 Director's General Prevailing Wage Determinations Website (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. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a On bridges, powerhouses and dams, men working from bosun’s chairs or swinging scaffolds or suspended from rope, cable, safety belts, or any device used as a substitute for or in lieu thereof (excluding piledriving rigs) shall receive $0.15 per hour above this rate. b Includes an amount per hour for Annuity Trust Fund. Pursuant to Labor Code Sections 1773.1 and 1773.8, the amount paid for this employer payment may vary resulting in a lower taxable basic hourly wage rate, but the total hourly rates for straight time and overtime may not be less than the general prevailing rate of per diem wages. c Includes an amount per hour for work fees. d Includes Industry Promotion, Carpenters International Training Fund, Pile Drivers Employers Contract Administration, LMCC and Vacation/Holiday/Sick Leave Admin (VHSLA).
e Rate applies to the first 2 daily overtime hours and the first 8 hours worked on Saturdays. All other time is paid at the Sunday/Holiday overtime rate. For work associated with cast-in-place piles, drill shaft, Tubex piles, Tubex grout injection piles, geo piles, soil improvement piles, sand piles, augured cast in place piles, CISS and CIDH: Rate applies to all hours worked after 8 hours Monday-Friday and all hours worked on Saturday.
f Shall receive a minimum of 8 hours pay for any day or part thereof worked. g For specific rates over 50 ft depth, contact the Office of the Director – Research Unit.

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: PILE DRIVER (OPERATING ENGINEER-HEAVY AND HIGHWAY WORK) #
Determination:

NC-23-63-1-2023-1B
Issue Date:

February 22, 2023
Expiration date of determination:

Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774.

Localities:

Wages and total hourly rates (including employer payments):

Classification
Basic
Hourly
Rate
Hoursa Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)b
Saturday
Overtime
Hourly Rate
(1 ½ X)c
Sunday/
Holiday
Overtime
Hourly Rate
(2 X)
Group A-1 $57.89 8 $90.62 $119.57 $119.57 $148.51
Truck Crane Assistant to Engineer $50.91 8 $83.64 $109.10 $109.10 $134.55 Assistant to Engineer $48.63 8 $81.36 $105.68 $105.68 $129.99 Group 1 $57.14 8 $89.87 $118.44 $118.44 $147.01
Truck Crane Assistant to Engineer $50.16 8 $82.89 $107.97 $107.97 $133.05 Assistant to Engineer $47.88 8 $80.61 $104.55 $104.55 $128.49 Group 2 $55.32 8 $88.05 $115.71 $115.71 $143.37
Truck Crane Assistant to Engineer $49.91 8 $82.64 $107.60 $107.60 $132.55 Assistant to Engineer $47.61 8 $80.34 $104.15 $104.15 $127.95 Group 3 $53.64 8 $86.37 $113.19 $113.19 $140.01
Truck Crane Assistant to Engineer $49.62 8 $82.35 $107.16 $107.16 $131.97 Assistant to Engineer $47.39 8 $80.12 $103.82 $103.82 $127.51 Group 4 $51.87 8 $84.60 $110.54 $110.54 $136.47
Group 6 $49.23 8 $81.96 $106.58 $106.58 $131.19
Group 8 $47.00 8 $79.73 $103.23 $103.23 $126.73
Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $13.38
Pension $10.78
Vacation and Holidayd $5.87
Training $1.12
Other $1.58
Determination: NC-23-63-1-2023-1B

Page 2 of 5 ends

Recognized holidays:

Travel and/or subsistence payment:

Determination: NC-23-63-1-2023-1B

Page 3 of 5 ends

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: PILE DRIVER (OPERATING ENGINEER-HEAVY AND HIGHWAY WORK)# (SPECIAL SINGLE AND SECOND SHIFT)
Determination:

NC-23-63-1-2023-1B
Issue Date:

February 22, 2023
Expiration date of determination:

Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774.

Localities:

Wages and total hourly rates (including employer payments):

Classification
Basic
Hourly
Rate
Hours a Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)b
Saturday
Overtime
Hourly Rate
(1 ½ X)c
Sunday/
Holiday
Overtime
Hourly Rate
(2 X)
Group A-1 $63.36 8 $96.09 $127.77 $127.77 $159.45
Truck Crane Assistant to Engineer $55.51 8 $88.24 $116.00 $116.00 $143.75 Assistant to Engineer $52.94 8 $85.67 $112.14 $112.14 $138.61 Group 1 $62.61 8 $95.34 $126.65 $126.65 $157.95
Truck Crane Assistant to Engineer $54.76 8 $87.49 $114.87 $114.87 $142.25 Assistant to Engineer $52.19 8 $84.92 $111.02 $111.02 $137.11 Group 2 $60.56 8 $93.29 $123.57 $123.57 $153.85
Truck Crane Assistant to Engineer $54.49 8 $87.22 $114.47 $114.47 $141.71 Assistant to Engineer $51.89 8 $84.62 $110.57 $110.57 $136.51 Group 3 $58.68 8 $91.41 $120.75 $120.75 $150.09
Truck Crane Assistant to Engineer $54.16 8 $86.89 $113.97 $113.97 $141.05 Assistant to Engineer $51.65 8 $84.38 $110.21 $110.21 $136.03 Group 4 $56.68 8 $89.41 $117.75 $117.75 $146.09
Group 6 $53.71 8 $86.44 $113.30 $113.30 $140.15
Group 8 $51.21 8 $83.94 $109.55 $109.55 $135.15
Determination: NC-23-63-1-2023-1B

Page 4 of 5 ends

Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $13.38
Pension $10.78
Vacation and Holiday d $5.87
Training $1.12
Other $1.58
Recognized holidays:

Travel and/or subsistence payment:

Classifications
GROUP A-1
Cranes over 350 Tons
Derrick over 250 Tons
Self Propelled Boom Type Lifting Devices over 250
Tons
GROUP 1
Clamshells Over 7 Cu Yds
Derrick Barge Pedestal Mounted Over 100 Tons
Self Propelled Boom Type Lifting Device Over 100
Tons
Truck Crane Or Crawler, Land Or Barge Mounted
Over 100 Tons
GROUP 2
Clamshells Up To And Including 7 Cu Yds
Derrick Barge Pedestal Mounted 45 Tons Up To And
Including 100 Tons
Fundex F-12 Hydraulic Pile Rig
Self Propelled Boom Type Lifting Device Over 45
Tons
Truck Crane Or Crawler, Land Or Barge Mounted,
Over 45 Tons Up To And Including 100 Tons
GROUP 3
Derrick Barge Pedestal Mounted Under 45 Tons
Self Propelled Boom Type Lifting Device 45 Tons
And Under
Shid/Scow Piledriver, Any Tonnage
Truck Crane Or Crawler, Land Or Barge Mounted 45
Tons And Under
GROUP 4
Assistant Operator
Forklift, 10 Tons And Over
Heavy Duty Repairman/Welder
GROUP 6
Deck Engineer
GROUP 8
Deckhand
Fireman
Determination: NC-23-63-1-2023-1B

Page 5 of 5 ends

# Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a When three shifts are employed for five (5) or more consecutive days, seven and one-half (7 1/2) consecutive hours (exclusive of meal period), shall constitute a day of work, for which eight (8) times the straight time hourly rate shall be paid at the non-shift wage rate for the second shift. The third shift shall be seven (7) hours of work for eight (8) hours of pay at the non-shift wage rate. b Rate applies to the first 2 daily overtime hours only. All other time is paid at the double time rate. c Saturday in the same work week may be worked at straight-time rates if a job is shut down during the normal work week due to inclement weather.
d Includes an amount withheld for supplemental dues.

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: PILE DRIVER (OPERATING ENGINEER-BUILDING CONSTRUCTION) # a Determination:

NC-23-63-1-2023-1B1
Issue Date:

February 22, 2023
Expiration date of determination:

Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774.

Localities:

Wages and total hourly rates (including employer payments):

Classification b
Basic
Hourly
Rate
Hours c Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
Saturday
Overtime
Hourly Rate
(1 ½ X) d
Sunday/
Holiday
Overtime
Hourly Rate
(2 X)
Group A-1 $56.41 8 $89.14 $117.35 $117.35 $145.55
Truck Crane Assistant to Engineer $49.76 8 $82.49 $107.37 $107.37 $132.25 Assistant to Engineer $47.59 8 $80.32 $104.12 $104.12 $127.91 Group 1 $55.66 8 $88.39 $116.22 $116.22 $144.05
Truck Crane Assistant to Engineer $49.01 8 $81.74 $106.25 $106.25 $130.75 Assistant to Engineer $46.84 8 $79.57 $102.99 $102.99 $126.41 Group 2 $53.95 8 $86.68 $113.66 $113.66 $140.63
Truck Crane Assistant to Engineer $48.78 8 $81.51 $105.90 $105.90 $130.29 Assistant to Engineer $46.59 8 $79.32 $102.62 $102.62 $125.91 Group 3 $52.34 8 $85.07 $111.24 $111.24 $137.41
Truck Crane Assistant to Engineer $48.51 8 $81.24 $105.50 $105.50 $129.75 Assistant to Engineer $46.36 8 $79.09 $102.27 $102.27 $125.45 Group 4 $50.64 8 $83.37 $108.69 $108.69 $134.01
Group 6 $48.14 8 $80.87 $104.94 $104.94 $129.01
Group 8 $46.00 8 $78.73 $101.73 $101.73 $124.73
Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $13.38
Pension $10.78
Vacation and Holiday e $5.87
Training $1.12
Other $1.58
Determination: NC-23-63-1-2023-1B1

Page 2 of 3 ends

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: PILE DRIVER (OPERATING ENGINEER- BUILDING CONSTRUCTION) # a (SPECIAL SINGLE AND SECOND SHIFT)
Determination:

NC-23-63-1-2023-1B1
Issue Date:

February 22, 2023
Expiration date of determination:

Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774.

Localities:

Wages and total hourly rates (including employer payments):

Classification b
Basic
Hourly
Rate
Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
Saturday
Overtime
Hourly Rate
(1 ½ X) d
Sunday/
Holiday
Overtime
Hourly Rate
(2 X)
Group A-1 $61.70 8 $94.43 $125.28 $125.28 $156.13
Truck Crane Assistant to Engineer $54.22 8 $86.95 $114.06 $114.06 $141.17 Assistant to Engineer $51.78 8 $84.51 $110.40 $110.40 $136.29 Group 1 $60.95 8 $93.68 $124.16 $124.16 $154.63
Truck Crane Assistant to Engineer $53.47 8 $86.20 $112.94 $112.94 $139.67 Assistant to Engineer $51.03 8 $83.76 $109.28 $109.28 $134.79 Group 2 $59.01 8 $91.74 $121.25 $121.25 $150.75
Truck Crane Assistant to Engineer $53.22 8 $85.95 $112.56 $112.56 $139.17 Assistant to Engineer $50.75 8 $83.48 $108.86 $108.86 $134.23 Group 3 $57.22 8 $89.95 $118.56 $118.56 $147.17
Truck Crane Assistant to Engineer $52.91 8 $85.64 $112.10 $112.10 $138.55 Assistant to Engineer $50.48 8 $83.21 $108.45 $108.45 $133.69 Group 4 $55.29 8 $88.02 $115.67 $115.67 $143.31
Group 6 $52.48 8 $85.21 $111.45 $111.45 $137.69
Group 8 $50.09 8 $82.82 $107.87 $107.87 $132.91
Determination: NC-23-63-1-2023-1B1

Page 3 of 3 ends

Employer Payments:

Type of Fund Amount per Hour
Health and Welfare $13.38
Pension $10.78
Vacation and Holiday e $5.87
Training $1.12
Other $1.58
Recognized holidays:

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 Director's General Prevailing Wage Determinations Website (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.
# Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a For total base bid project value of less than $3,000,000 only. The Operating Engineer (Heavy and Highway Work) determination is applicable for all work $3,000,000 and above. Where there is a published or advertised estimate of the construction costs of a project, such estimate shall determine the total base bid project value, for the purposes of the three million dollars ($3,000,000) threshold. b For classifications within each group, see Pile Driver (Operating Engineer – Heavy and Highway Work). c When three shifts are employed for five (5) or more consecutive days, seven and one-half (7 1/2) consecutive hours (exclusive of meal period), shall constitute a day of work, for which eight (8) times the straight time hourly rate shall be paid at the non-shift wage rate for the second shift. The third shift shall be seven (7) hours of work for eight (8) hours of pay at the non-shift wage rate. d Saturday in the same work week may be worked at straight-time rates if a job is shut down during the normal work week due to inclement weather.
e Includes an amount withheld for supplemental dues.

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Slurry Seal Worker (Laborer)
Determination:

NC-23-102-1B-2022-1
Issue Date:

August 22, 2022
Expiration date of determination:

March 31, 2023** 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.

Localities:

Wages and Employer Payments:

Classification
(Journeyperson)
Basic
Hourly
Ratea
Health
and
Welfare
Pension Vacation
and
Holiday
Training Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
Saturday
Overtime
Hourly
Rate
(1 ½ X)b
Holiday
Overtime
Hourly
Rate
(2 X)
Mixer Operator $41.27 $9.60 $11.15 $3.05 $0.10 8.0 $65.17 $85.81 $85.81 $106.44 Shuttle/Line Driver $35.27 $9.60 $11.15 $3.05 $0.10 8.0 $59.17 $76.81 $76.81 $94.44 Squeegee/Sealer $33.77 $9.60 $11.15 $3.05 $0.10 8.0 $57.67 $74.56 $74.56 $91.44 Utility-Maintenance Man $32.77 $9.60 $11.15 $3.05 $0.10 8.0 $56.67 $73.06 $73.06 $89.44 Recognized holidays:

Determination: NC-102-1B-2022-1

Page 2 of 2 ends

Travel and/or subsistence payment:

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: STEEL ERECTOR AND FABRICATOR (OPERATING ENGINEER-HEAVY AND HIGHWAY WORK)#a Determination:

NC-23-63-1-2023-1D
Issue Date:

February 22, 2023
Expiration date of determination:

Localities:

Wages and Employer Payments:

Classification
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holidayb
Training Other Hoursc Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)d
Saturday
Overtime
Hourly
Rate
(1 ½ X)ed
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Group A-1 $58.52 $13.38 $10.78 $5.87 $1.12 $1.58 8 $91.25 $120.51 $120.51 $149.77 Truck Crane Assistant to
Engineer $51.20 $13.38 $10.78 $5.87 $1.12 $1.58 8 $83.93 $109.53 $109.53 $135.13 Assistant to Engineer $48.97 $13.38 $10.78 $5.87 $1.12 $1.58 8 $81.70 $106.19 $106.19 $130.67 Group 1 $57.77 $13.38 $10.78 $5.87 $1.12 $1.58 8 $90.50 $119.39 $119.39 $148.27 Truck Crane Assistant to
Engineer $50.45 $13.38 $10.78 $5.87 $1.12 $1.58 8 $83.18 $108.41 $108.41 $133.63 Assistant to Engineer $48.22 $13.38 $10.78 $5.87 $1.12 $1.58 8 $80.95 $105.06 $105.06 $129.17 Group 2 $56.00 $13.38 $10.78 $5.87 $1.12 $1.58 8 $88.73 $116.73 $116.73 $144.73 Truck Crane Assistant to
Engineer $50.23 $13.38 $10.78 $5.87 $1.12 $1.58 8 $82.96 $108.08 $108.08 $133.19 Assistant to Engineer $47.95 $13.38 $10.78 $5.87 $1.12 $1.58 8 $80.68 $104.66 $104.66 $128.63 Group 3 $54.52 $13.38 $10.78 $5.87 $1.12 $1.58 8 $87.25 $114.51 $114.51 $141.77 Determination: NC-23-63-1-2023-1D

Page 2 of 4 ends

CLASSIFICATIONS
GROUP A-1
Cranes over 350 Tons
Derrick over 250 Tons
Self Propelled Boom Type Lifting Devices over 250 Tons
GROUP 1
Cranes over 100 tons
Derrick over 100 tons
Self Propelled Boom Type Lifting Device Over 100 Tons
Tower Crane
GROUP 2
Cranes over 45 tons up to and including 100 tons
Derrick, 100 tons and under
Self Propelled Boom Type Lifting Device, Over 45 Tons
GROUP 3
Cranes, 45 tons and under
Self Propelled Boom Type Lifting Device 45 Tons And Under GROUP 4
Chicago Boom
Forklift, 10 Tons And Over
Heavy Duty Repairman/Welder
GROUP 5
Boom Cat

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: STEEL ERECTOR AND FABRICATOR (OPERATING ENGINEER-HEAVY AND HIGHWAY WORK)#a (SPECIAL SINGLE AND SECOND SHIFT)
Determination:

NC-23-63-1-2023-1D
Issue Date:

February 22, 2023
Expiration date of determination:

Localities:

Wages and Employer Payments:

Classification
(Special Single and
Second Shift)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holidayb
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)d
Saturday
Overtime
Hourly
Rate
(1 ½ X)de
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Group A-1 $64.07 $13.38 $10.78 $5.87 $1.12 $1.58 8 $96.80 $128.84 $128.84 $160.87 Truck Crane Assistant
to Engineer $55.84 $13.38 $10.78 $5.87 $1.12 $1.58 8 $88.57 $116.49 $116.49 $144.41 Assistant to Engineer $53.32 $13.38 $10.78 $5.87 $1.12 $1.58 8 $86.05 $112.71 $112.71 $139.37 Group 1 $63.32 $13.38 $10.78 $5.87 $1.12 $1.58 8 $96.05 $127.71 $127.71 $159.37 Truck Crane Assistant
to Engineer $55.09 $13.38 $10.78 $5.87 $1.12 $1.58 8 $87.82 $115.37 $115.37 $142.91 Assistant to Engineer $52.57 $13.38 $10.78 $5.87 $1.12 $1.58 8 $85.30 $111.59 $111.59 $137.87 Group 2 $61.34 $13.38 $10.78 $5.87 $1.12 $1.58 8 $94.07 $124.74 $124.74 $155.41 Truck Crane Assistant
to Engineer $54.84 $13.38 $10.78 $5.87 $1.12 $1.58 8 $87.57 $114.99 $114.99 $142.41 Assistant to Engineer $52.29 $13.38 $10.78 $5.87 $1.12 $1.58 8 $85.02 $111.17 $111.17 $137.31 Determination: NC-23-63-1-2023-1D

Page 4 of 4 ends

Classification
(Special Single and
Second Shift)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holidayb
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)d
Saturday
Overtime
Hourly
Rate
(1 ½ X)de
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Group 3 $59.66 $13.38 $10.78 $5.87 $1.12 $1.58 8 $92.39 $122.22 $122.22 $152.05 Truck Crane Assistant
to Engineer $54.54 $13.38 $10.78 $5.87 $1.12 $1.58 8 $87.27 $114.54 $114.54 $141.81 Hydraulic $54.11 $13.38 $10.78 $5.87 $1.12 $1.58 8 $86.84 $113.90 $113.90 $140.95 Assistant to Engineer $52.03 $13.38 $10.78 $5.87 $1.12 $1.58 8 $84.76 $110.78 $110.78 $136.79 Group 4 $57.40 $13.38 $10.78 $5.87 $1.12 $1.58 8 $90.13 $118.83 $118.83 $147.53 Group 5 $55.93 $13.38 $10.78 $5.87 $1.12 $1.58 8 $88.66 $116.63 $116.63 $144.59 Recognized holidays:

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 Director's General Prevailing Wage Determinations Website (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. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a For Building Construction, see Steel Erector and Fabricator (Operating Engineer-Building Construction) determination. b Includes an amount for supplemental dues. c When three shifts are employed for five (5) or more consecutive days, seven and one-half (7 1/2) consecutive hours (exclusive of meal period), shall constitute a day of work, for which eight (8) times the straight time hourly rate shall be paid at the non-shift wage rate for the second shift. The third shift shall be seven (7) hours of work for eight (8) hours of pay at the non-shift wage rate.
d Rate applies to the first 2 daily overtime hours only. All other time is paid at the double time rate. e Saturday in the same work week may be worked at straight-time rates if a job is shut down during the normal work week due to inclement weather.

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: STEEL ERECTOR AND FABRICATOR (OPERATING ENGINEER-BUILDING CONSTRUCTION)#a Determination:

NC-23-63-1-2023-1D1
Issue Date:

February 22, 2023
Expiration date of determination:

Localities:

Wages and Employer Payments:

Classificationb
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holidayc
Training Other Hoursd Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
Saturday
Overtime
Hourly
Rate
(1 ½ X)e
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Group A-1 $57.04 $13.38 $10.78 $5.87 $1.12 $1.58 8 $89.77 $118.29 $118.29 $146.81 Truck Crane Assistant
to Engineer $50.05 $13.38 $10.78 $5.87 $1.12 $1.58 8 $82.78 $107.81 $107.81 $132.83 Assistant to Engineer $47.91 $13.38 $10.78 $5.87 $1.12 $1.58 8 $80.64 $104.60 $104.60 $128.55 Group 1 $56.29 $13.38 $10.78 $5.87 $1.12 $1.58 8 $89.02 $117.17 $117.17 $145.31 Truck Crane Assistant
to Engineer $49.30 $13.38 $10.78 $5.87 $1.12 $1.58 8 $82.03 $106.68 $106.68 $131.33 Assistant to Engineer $47.16 $13.38 $10.78 $5.87 $1.12 $1.58 8 $79.89 $103.47 $103.47 $127.05 Group 2 $54.58 $13.38 $10.78 $5.87 $1.12 $1.58 8 $87.31 $114.60 $114.60 $141.89 Truck Crane Assistant
to Engineer $49.08 $13.38 $10.78 $5.87 $1.12 $1.58 8 $81.81 $106.35 $106.35 $130.89 Assistant to Engineer $46.91 $13.38 $10.78 $5.87 $1.12 $1.58 8 $79.64 $103.10 $103.10 $126.55 Group 3 $53.19 $13.38 $10.78 $5.87 $1.12 $1.58 8 $85.92 $112.52 $112.52 $139.11 Determination: NC-23-63-1-2023-1D1

Page 2 of 5 ends

Page 3 of 5 ends

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: STEEL ERECTOR AND FABRICATOR (OPERATING ENGINEER-BUILDING CONSTRUCTION) #a
(SPECIAL SINGLE AND SECOND SHIFT)
Determination:

NC-23-63-1-2023-1D1
Issue Date:

February 22, 2023
Expiration date of determination:

Localities:

Wages and Employer Payments:

Classificationb
(Special Single and
Second Shift)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holidayc
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
Saturday
Overtime
Hourly
Rate
(1 ½ X)e
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Group A-1 $62.41 $13.38 $10.78 $5.87 $1.12 $1.58 8 $95.14 $126.35 $126.35 $157.55 Truck Crane Assistant
to Engineer $54.55 $13.38 $10.78 $5.87 $1.12 $1.58 8 $87.28 $114.56 $114.56 $141.83 Assistant to Engineer $52.13 $13.38 $10.78 $5.87 $1.12 $1.58 8 $84.86 $110.93 $110.93 $136.99 Group 1 $61.66 $13.38 $10.78 $5.87 $1.12 $1.58 8 $94.39 $125.22 $125.22 $156.05 Truck Crane Assistant
to Engineer $53.80 $13.38 $10.78 $5.87 $1.12 $1.58 8 $86.53 $113.43 $113.43 $140.33 Assistant to Engineer $51.38 $13.38 $10.78 $5.87 $1.12 $1.58 8 $84.11 $109.80 $109.80 $135.49 Group 2 $59.74 $13.38 $10.78 $5.87 $1.12 $1.58 8 $92.47 $122.34 $122.34 $152.21 Determination: NC-23-63-1-2023-1D1

Page 4 of 5 ends

Classificationb
(Special Single and
Second Shift)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holidayc
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
Saturday
Overtime
Hourly
Rate
(1 ½ X)e
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Truck Crane Assistant
to Engineer $53.54 $13.38 $10.78 $5.87 $1.12 $1.58 8 $86.27 $113.04 $113.04 $139.81 Assistant to Engineer $51.11 $13.38 $10.78 $5.87 $1.12 $1.58 8 $83.84 $109.40 $109.40 $134.95 Group 3 $58.16 $13.38 $10.78 $5.87 $1.12 $1.58 8 $90.89 $119.97 $119.97 $149.05 Truck Crane Assistant
to Engineer $53.26 $13.38 $10.78 $5.87 $1.12 $1.58 8 $85.99 $112.62 $112.62 $139.25 Hydraulic $52.85 $13.38 $10.78 $5.87 $1.12 $1.58 8 $85.58 $112.01 $112.01 $138.43 Assistant to Engineer $50.83 $13.38 $10.78 $5.87 $1.12 $1.58 8 $83.56 $108.98 $108.98 $134.39 Group 4 $56.01 $13.38 $10.78 $5.87 $1.12 $1.58 8 $88.74 $116.75 $116.75 $144.75 Group 5 $54.59 $13.38 $10.78 $5.87 $1.12 $1.58 8 $87.32 $114.62 $114.62 $141.91 Recognized holidays:

Travel and/or subsistence payment:

Determination: NC-23-63-1-2023-1D1

Page 5 of 5 ends

d When three shifts are employed for five (5) or more consecutive days, seven and one-half (7 1/2) consecutive hours (exclusive of meal period), shall constitute a day of work, for which eight (8) times the straight time hourly rate shall be paid at the non-shift wage rate for the second shift. The third shift shall be seven (7) hours of work for eight (8) hours of pay at the non-shift wage rate. e Saturday in the same work week may be worked at straight-time rates if a job is shut down during the normal work week due to inclement weather.

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: TEAMSTER (APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE) Determination:

NC-23-261-1-2022-1
Issue Date:

August 22, 2022
Expiration date of determination:

Localities:

WAGE RATES AND TOTAL HOURLY RATES (including employer payments):

Classificationa
(Journeyperson)
Basic Hourly
Rate Hours Total Hourly Rate
Daily
Overtime
Hourly Rate
(1 ½ X)
Saturday
Overtime
Hourly Rate
(1 ½ X)b
Sunday/
Holiday
Overtime
Hourly Rate
(2 X)
Group 1 $36.95 8 $68.82 $87.30 $87.30 $105.77
Group 2 $37.25 8 $69.12 $87.75 $87.75 $106.37
Group 3 $37.55 8 $69.42 $88.20 $88.20 $106.97
Group 4 $37.90 8 $69.77 $88.72 $88.72 $107.67
Group 5 $38.25 8 $70.12 $89.25 $89.25 $108.37
Group 6 USE DUMP TRUCK YARDAGE RATE
Group 7 USE APPROPRIATE RATE FOR THE POWER UNIT OR THE EQUIPMENT UTILIZED Group 8 (Trainee)c
d Step I – 1st 1000 Hours e Step II – 2nd 1000 Hours
f Step III – 3rd 1000 Hours
Determination: NC-023-261-1 and NC-023-261-1A

Page 2 of 6 ends

EMPLOYER PAYMENTS:

Type of Fund Amount per Hour Worked
Health & Welfare $19.74
Pension $8.10
Vacation and Holiday $2.30
Training $1.00
Otherg $0.73
Determination: NC-023-261-1 and NC-023-261-1A

Page 3 of 6 ends

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: TEAMSTER (SPECIAL SINGLE SHIFT RATE)
(APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE)
Determination:

NC-23-261-1-2022-1A
Issue Date:

August 22, 2022
Expiration date of determination:

Localities:

WAGE RATES AND TOTAL HOURLY RATES (including employer payments):

Classificationa
(Journeyperson)
Basic Hourly
Rate
Hours Total Hourly
Rate
Daily Overtime
Hourly Rate
(1 ½ X)
Saturday
Overtime
Hourly Rate
(1 ½ X)b
Sunday/
Holiday
Overtime
Hourly Rate
(2 X)
Group 1 $38.95 8 $70.82 $90.30 $90.30 $109.77
Group 2 $39.25 8 $71.12 $90.75 $90.75 $110.37
Group 3 $39.55 8 $71.42 $91.20 $91.20 $110.97
Group 4 $39.90 8 $71.77 $91.72 $91.72 $111.67
Group 5 $40.25 8 $72.12 $92.25 $92.25 $112.37
Group 6 USE DUMP TRUCK YARDAGE RATE
Group 7 USE APPROPRIATE RATE FOR THE POWER UNIT OR THE EQUIPMENT UTILIZED Determination: NC-023-261-1 and NC-023-261-1A

Page 4 of 6 ends

Type of Fund Amount per Hour Worked
Health & Welfare $19.74
Pension $8.10
Vacation and Holiday $2.30
Training $1.00
Otherg $0.73
Determination: NC-023-261-1 and NC-023-261-1A

Page 5 of 6 ends

CLASSIFICATIONS:

GROUP 1
Dump Trucks under 6 yards
Single Unit Flat Rack (2 axle unit)
Nipper Truck (When Flat Rack Truck is used appropriate
Flat Rack shall apply)
Concrete pump truck (When Flat Rack Truck is used
appropriate Flat Rack shall apply)
Concrete pump machine
Snow Buggy
Steam Cleaning
Bus or Manhaul Driver
Escort or Pilot Car Driver
Pickup Truck
Teamster Oiler/Greaser/and or Serviceman
Hook Tenders
Team Drivers
Warehouseman
Tool Room Attendant (Refineries)
Fork Lift and Lift Jitneys
Warehouse Clerk/Parts Man
Fuel and/or Grease Truck Driver or Fuelman
Truck Repair Helper
Fuel Island Attendant, or Combination Pit and/or Grease Rack and Fuel Island Attendant
GROUP 2
Dump Trucks 6 yards Under 8 yards
Transit Mixers through 10 yards
Water Trucks Under 7000 gals.

Jetting Trucks Under 7000 gals.

Single Unit flat rack (3 axle unit)
Highbed Heavy Duty Transport
Scissor Truck
Rubber Tired Muck Car (not self-loaded)
Rubber Tired Truck Jumbo
Winch Truck and “A” Frame Drivers
Combination Winch Truck With Hoist
Road Oil Truck or Bootman
Buggymobile
Ross, Hyster and similar Straddle Carrier
Small Rubber Tired Tractor
Truck Dispatcher
GROUP 3
Dump Trucks 8 yards and including 24 yards
Transit Mixers Over 10 yards
Water Trucks 7000 gals and over
Jetting Trucks 7000 gals and over
Vacuum Trucks under 7500 gals
Trucks Towing Tilt Bed or Flat Bed Pull Trailers
Heavy Duty Transport Tiller Man
Tire Repairman
Truck Mounted Self Propelled Street Sweeper with or without Self-Contained Refuse Bin and or Vacuum Unit
Boom Truck - Hydro-Lift or Swedish Type Extension or Retracting Crane
P.B. or Similar Type Self Loading Truck
Combination Bootman and Road Oiler
Dry Distribution Truck (A Bootman when employed on such equipment, shall receive the rate specified for the classification of Road Oil Trucks or Bootman)
Ammonia Nitrate Distributor, Driver and Mixer
Snow Go and/or Plow
GROUP 4
Dump Trucks over 25 yards and under 65 yards
Vacuum Trucks 7500 gals and over.

Truck Repairman
Water Pulls - DW 10s, 20s, 21s and other similar equipment when pulling Aqua/pak or Water Tank Trailers
Helicopter Pilots
Lowbed Heavy Duty Transport (up to and including 7 axles) DW 10s, 20s, 21s and other similar Cat type, Terra Cobra, LeTourneau Pulls, Tournorocker, Euclid and similar type Equipment when pulling fuel and/or grease tank trailers or other miscellaneous trailers
Determination: NC-023-261-1 and NC-023-261-1A

Page 6 of 6 ends

GROUP 5
Dump Truck 65 yards and over
Holland Hauler
Lowbed Heavy Duty Transport (over 7 axles)
GROUP 6 (Use dump truck yardage rate)
Articulated Dump Truck
Bulk Cement Spreader (w/ or w/o Auger)
Dumpcrete Truck
Skid Truck (Debris Box)
Dry Pre-Batch Concrete Mix Trucks
Dumpster or Similar Type
Slurry Truck
GROUP 7 (Use appropriate Rate for the Power Unit or the Equipment Utilized)
Heater Planer
Asphalt Burner
Scarifier Burner
Fire Guard
Industrial Lift Truck (mechanical tailgate)
Utility and Clean-up Truck
Composite Crewman
GROUP 8
Trainee
Recognized holidays:

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 Director's General Prevailing Wage Determinations Website (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. a For classifications within each group, see Pages 5 and 6. b Saturday in the same work week may be worked at straight-time hourly rate if a job is shut down during the normal work week due to inclement weather or major mechanical breakdown, or lack of materials beyond the control of the Employer. c An individual employer may employ one (1) trainee for every four (4) journey level Teamsters actively employed. Individual employers with less than four (4) journey level Teamsters may utilize one (1) trainee; thereafter, one (1) for every four (4) journey level Teamsters. d Sixty-five percent (65%) of the Journey level wage for the type of equipment operated, plus full fringes without Vacation/Holiday. e Seventy-five percent (75%) of the Journey level wage for the type of equipment operated, plus full fringes without Vacation/Holiday. f
Eighty-five percent (85%) of the Journey level wage for the type of equipment operated, plus full fringes without Vacation/Holiday. g Supplemental Dues and Contract Administration.

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Tree Maintenance (Laborer) 1
(Applies Only to Routine Tree Maintenance Work, Not Construction and/or Landscape Construction) 2 Determination:

NC-102-X-21-2022-1
Issue Date:

August 22, 2022
Expiration date of determination:

Localities:

Wages and Employer Payments:

Classification(s)a
(Journeyperson)
Basic
Hourly
Rate
Health
and
Welfare
Pension Vacation
and
Holiday
Training Other Hours Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)b
Sunday/
Holiday
Overtime
Hourly
Rate
(2 X)
Senior Tree Trimmer (Area 1)c $28.35 $6.00 $2.66 $2.11 $0.00- $0.05 8.0 $39.17 $53.345 $67.52 Tree Trimmer (Area 1)c $25.35 $6.00 $2.66 $1.91 $0.00- $0.05 8.0 $35.97 $48.645 $61.32 Groundsperson (Area 1)c $22.35 $6.00 $2.66 $1.76 $0.00- $0.05 8.0 $32.82 $43.995 $55.17 Senior Tree Trimmer (Area 2)c $23.85 $6.00 $2.66 $2.11 $0.00- $0.05 8.0 $34.67 $46.595 $58.52 Tree Trimmer (Area 2)c $22.35 $6.00 $2.66 $1.91 $0.00- $0.05 8.0 $32.97 $44.145 $55.32 Groundsperson (Area 2)c $20.35 $6.00 $2.66 $1.76 $0.00- $0.05 8.0 $30.82 $40.995 $51.17 Recognized holidays:

Page 2 of 2 ends

shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Director's General Prevailing Wage Determinations Website (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:

Area 2: Alameda, Alpine, Amador, Butte, Calaveras, Colusa, Contra Costa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Kings, Lake, Lassen, Madera, Mariposa, Mendocino, Merced, Modoc, Nevada, Placer, Plumas, Sacramento, San Joaquin, Shasta, Sierra, Siskiyou, Stanislaus, Sutter, Tehama, Trinity, Tulare, Tuolumne, Yolo, and Yuba Counties.

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: Tunnel Worker (Laborer) #
Determination:

NC-23-102-11-2023-1
Issue Date:

February 22, 2023
Expiration date of determination:

Localities:

Wages and Total Hourly Rates (including employer payments):

Page 2 of 3 ends

Classification
(Journeyperson)
Basic
Hourly
Rate
Hoursa
Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
Saturday
Overtime
Hourly
Rate
(1 ½ X)b
Sunday/
Holiday
Overtime
Hourly
Rate
Steel form raiser and setter, timberman, retimberman (wood or steel or substitute materials), tugger, cabletender, certified welder, chucktender, powderman-primer house
$43.12 8.0 $70.89 $92.45 $92.45 $114.01
Vibratorman, pavement breaker, bull gang-mucker, trackman, concrete crew including rodding and spreading $42.67 8.0 $70.44 $91.775 $91.775 $113.11 Dumpman (any method), grout crew, reboundman, swamper/brakeman, watchman $42.13 8.0 $69.90 $90.965 $90.965 $112.03
Wages and Total Hourly Rates (including employer payments) – Special Single and Second Shift:

Classification
(Journeyperson)
Basic
Hourly
Rate
Hoursa
Total
Hourly
Rate
Daily
Overtime
Hourly
Rate
(1 ½ X)
Saturday
Overtime
Hourly
Rate
(1 ½ X)b
Sunday/
Holiday
Overtime
Hourly
Rate
Diamond driller, groundman, gunite or shotcrete nozzleman $46.60 8.0 $74.37 $97.67 $97.67 $120.97 Rodman, shaft work and raise (below actual or excavated ground level) $46.37 8.0 $74.14 $97.325 $97.325 $120.51 Bit grinder, blaster, driller, powderman-heading, cherry pickerman-where car is lifted, concrete finisher in tunnel, concrete/screed man, grout pumpman and potman, gunite and shotcrete gunman and potman, headerman, high pressure nozzleman, miner-tunnel, including top and bottom man on shaft and raise work, nipper, nozzleman on slick line, sandblaster-potman (work assignment interchangeable)
$46.12 8.0 $73.89 $96.95 $96.95 $120.01
Steel form raiser and setter, timberman, retimberman (wood or steel or substitute materials), tugger, cabletender, certified welder, chucktender, powderman-primer house
$46.12 8.0 $73.89 $96.95 $96.95 $120.01
Vibratorman, pavement breaker, bull gang-mucker, trackman, concrete crew including rodding and spreading $45.67 8.0 $73.44 $96.275 $96.275 $119.11 Dumpman (any method), grout crew, reboundman, swamper/brakeman, watchman $45.13 8.0 $72.90 $95.465 $95.465 $118.03
Determination: NC-23-102-11-2023-1

Page 3 of 3 ends

Employer Payments (All Shifts):

Type of Fund Amount
Health and Welfare $9.60
Pension $13.86
Vacation and Holidayc $3.05
Training $0.96
Other $0.30
When designated by an employer, state licensed blaster receives $1.00 per hour above miner’s rate.

Note:

Rates for tunnel workers working in compressed air as well as their support classifications are available by request. Please contact the Office of the Director - Research Unit at (415) 703-4774.

Recognized holidays:

Travel and/or subsistence payment:

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: TUNNEL/UNDERGROUND (OPERATING ENGINEER-HEAVY AND HIGHWAY WORK) #
Determination:

NC-23-63-1-2023-1C
Issue Date:

February 22, 2023
Expiration date of determination:

Localities:

AREA 1 - Alameda, Butte, Contra Costa, Kings, Marin, Merced, Napa, Sacramento, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Solano, Stanislaus, Sutter, Yolo and Yuba counties; and portions of Alpine, Amador, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Lake, Lassen, Madera, Mariposa, Mendocino, Monterey, Nevada, Placer, Plumas, Shasta, Sierra, Siskiyou, Sonoma, Tehama, Tulare, Tuolumne and Trinity Counties. (Portions of counties falling in each area detailed in the Operating Engineer (Heavy and Highway Work) determination)
Wages and Employer Payments (Area 1):

Classification
(Journeyperson)
Classification Groupa
Basic
Hourly
Rate
Health
and
Welfare
Pension
Vacation
and
Holidayb
Training Other Hoursc
Total
Hourly
Rate
Daily/
Saturday
Overtime
Hourly Rate
(1½ x)d
Sunday/
Holiday
Overtime
Hourly Rate
(2 x)
Underground Rate Group 1-A $54.39 $13.38 $10.78 $5.87 $1.12 $1.58 8 $87.12 $114.32 $141.51 Underground Rate Group 1 $51.92 $13.38 $10.78 $5.87 $1.12 $1.58 8 $84.65 $110.61 $136.57 Underground Rate Group 2 $50.66 $13.38 $10.78 $5.87 $1.12 $1.58 8 $83.39 $108.72 $134.05 Underground Rate Group 3 $49.33 $13.38 $10.78 $5.87 $1.12 $1.58 8 $82.06 $106.73 $131.39 Underground Rate Group 4 $48.19 $13.38 $10.78 $5.87 $1.12 $1.58 8 $80.92 $105.02 $129.11 Underground Rate Group 5 $47.05 $13.38 $10.78 $5.87 $1.12 $1.58 8 $79.78 $103.31 $126.83 Shafts Stopes & Raises Group 1-A $54.49 $13.38 $10.78 $5.87 $1.12 $1.58 8 $87.22 $114.47 $141.71 Shafts Stopes & Raises Group 1 $52.02 $13.38 $10.78 $5.87 $1.12 $1.58 8 $84.75 $110.76 $136.77 Determination: NC-23-63-1-2023-1C

Page 2 of 6 ends

Classification
(Journeyperson)
Classification Groupa
Basic
Hourly
Rate
Health
and
Welfare
Pension
Vacation
and
Holidayb
Training Other Hoursc
Total
Hourly
Rate
Daily/
Saturday
Overtime
Hourly Rate
(1½ x)d
Sunday/
Holiday
Overtime
Hourly Rate
(2 x)
Shafts Stopes & Raises Group 2 $50.76 $13.38 $10.78 $5.87 $1.12 $1.58 8 $83.49 $108.87 $134.25 Shafts Stopes & Raises Group 3 $49.43 $13.38 $10.78 $5.87 $1.12 $1.58 8 $82.16 $106.88 $131.59 Shafts Stopes & Raises Group 4 $48.29 $13.38 $10.78 $5.87 $1.12 $1.58 8 $81.02 $105.17 $129.31 Shafts Stopes & Raises Group 5 $47.15 $13.38 $10.78 $5.87 $1.12 $1.58 8 $79.88 $103.46 $127.03 AREA 2 - Modoc, and portions of Alpine, Amador, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Lake, Lassen, Madera, Mariposa, Mendocino, Monterey, Nevada, Placer, Plumas, Shasta, Sierra, Siskiyou, Sonoma, Tehama, Tulare, Tuolumne and Trinity Counties. (Portions of counties falling in each area detailed in the Operating Engineer (Heavy and Highway Work) determination).

Wages and Employer Payments (Area 2):

Classification
(Journeyperson)
Classification Groupa
Basic
Hourly
Rate
Health
and
Welfare
Pension
Vacation
and
Holidayb
Training Other Hoursc
Total
Hourly
Rate
Daily/
Saturday
Overtime
Hourly Rate
(1½ x)
d
Sunday/
Holiday
Overtime
Hourly Rate
(2 x)
Underground Rate Group 1-A $56.39 $13.38 $10.78 $5.87 $1.12 $1.58 8 $89.12 $117.32 $145.51 Underground Rate Group 1 $53.92 $13.38 $10.78 $5.87 $1.12 $1.58 8 $86.65 $113.61 $140.57 Underground Rate Group 2 $52.66 $13.38 $10.78 $5.87 $1.12 $1.58 8 $85.39 $111.72 $138.05 Underground Rate Group 3 $51.33 $13.38 $10.78 $5.87 $1.12 $1.58 8 $84.06 $109.73 $135.39 Underground Rate Group 4 $50.19 $13.38 $10.78 $5.87 $1.12 $1.58 8 $82.92 $108.02 $133.11 Underground Rate Group 5 $49.05 $13.38 $10.78 $5.87 $1.12 $1.58 8 $81.78 $106.31 $130.83 Shafts Stopes & Raises Group 1-A $56.49 $13.38 $10.78 $5.87 $1.12 $1.58 8 $89.22 $117.47 $145.71 Shafts Stopes & Raises Group 1 $54.02 $13.38 $10.78 $5.87 $1.12 $1.58 8 $86.75 $113.76 $140.77 Shafts Stopes & Raises Group 2 $52.76 $13.38 $10.78 $5.87 $1.12 $1.58 8 $85.49 $111.87 $138.25 Shafts Stopes & Raises Group 3 $51.43 $13.38 $10.78 $5.87 $1.12 $1.58 8 $84.16 $109.88 $135.59 Shafts Stopes & Raises Group 4 $50.29 $13.38 $10.78 $5.87 $1.12 $1.58 8 $83.02 $108.17 $133.31 Shafts Stopes & Raises Group 5 $49.15 $13.38 $10.78 $5.87 $1.12 $1.58 8 $81.88 $106.46 $131.03 Determination: NC-23-63-1-2023-1C

Page 3 of 6 ends

CLASSIFICATIONS
GROUP 1-A
Tunnel Bore Machine Operator - 20 feet in diameter or more GROUP 1
Heading Shield Operator
Heavy Duty Repairman/Welder
Mucking Machine
Raised Bore Operator
Tunnel Mole Bore Operator
Tunnel Boring Machine Operator 10 ft up to 20 ft
GROUP 2
Combination Slusher and Motor Operator
Concrete Pump or Pumpcrete Guns
Power Jumbo Operator
GROUP 3
Drill Doctor
Mine or Shaft Hoist
GROUP 4
Combination Slurry Mixer Cleaner
Grouting Machine Operator
Motorman
GROUP 5
Bit Sharpener
Brakeman
Combination Mixer and Compressor (Gunite)
Compressor Operator
Assistant to Engineer
Pump Operator
Slusher Operator

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

FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Craft: TUNNEL/UNDERGROUND (OPERATING ENGINEER-HEAVY AND HIGHWAY WORK# (SPECIAL SINGLE AND SECOND SHIFT)
Determination:

NC-23-63-1-2023-1C
Issue Date:

February 22, 2023
Expiration date of determination:

Localities:

AREA 1 - Alameda, Butte, Contra Costa, Kings, Marin, Merced, Napa, Sacramento, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Solano, Stanislaus, Sutter, Yolo and Yuba counties; and portions of Alpine, Amador, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Lake, Lassen, Madera, Mariposa, Mendocino, Monterey, Nevada, Placer, Plumas, Shasta, Sierra, Siskiyou, Sonoma, Tehama, Tulare, Tuolumne and Trinity Counties. (Portions of counties falling in each area detailed in the Operating Engineer (Heavy and Highway Work) determination)
Wages and Employer Payments (Area 1):

Page 5 of 6 ends

Classification
(Journeyperson)
(Special Single and Second Shift)
Classification Groupa
Basic
Hourly
Rate
Health
and
Welfare
Pension
Vacation
and
Holidayb
Training Other Hours
Total
Hourly
Rate
Daily/
Saturday
Overtime
Hourly Rate
(1½ x)
d
Sunday/
Holiday
Overtime
Hourly Rate
(2 x)
Shafts Stopes & Raises Group 1 $56.84 $13.38 $10.78 $5.87 $1.12 $1.58 8 $89.57 $117.99 $146.41 Shafts Stopes & Raises Group 2 $55.43 $13.38 $10.78 $5.87 $1.12 $1.58 8 $88.16 $115.88 $143.59 Shafts Stopes & Raises Group 3 $53.95 $13.38 $10.78 $5.87 $1.12 $1.58 8 $86.68 $113.66 $140.63 Shafts Stopes & Raises Group 4 $52.65 $13.38 $10.78 $5.87 $1.12 $1.58 8 $85.38 $111.71 $138.03 Shafts Stopes & Raises Group 5 $51.38 $13.38 $10.78 $5.87 $1.12 $1.58 8 $84.11 $109.80 $135.49 AREA 2 - Modoc, and portions of Alpine, Amador, Calaveras, Colusa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Lake, Lassen, Madera, Mariposa, Mendocino, Monterey, Nevada, Placer, Plumas, Shasta, Sierra, Siskiyou, Sonoma, Tehama, Tulare, Tuolumne and Trinity Counties. (Portions of counties falling in each area detailed in the Operating Engineer (Heavy and Highway Work) determination) Wages and Employer Payments (Area 2):

Classification
(Journeyperson)
(Special Single and Second Shift)
Classification Groupa
Basic
Hourly
Rate
Health
and
Welfare
Pension
Vacation
and
Holidayb
Training Other Hours
Total
Hourly
Rate
Daily/
Saturday
Overtime
Hourly Rate
(1½ x)d
Sunday/
Holiday
Overtime
Hourly Rate
(2 x)
Underground Rate Group 1-A $61.52 $13.38 $10.78 $5.87 $1.12 $1.58 8 $94.25 $125.01 $155.77 Underground Rate Group 1 $58.73 $13.38 $10.78 $5.87 $1.12 $1.58 8 $91.46 $120.83 $150.19 Underground Rate Group 2 $57.32 $13.38 $10.78 $5.87 $1.12 $1.58 8 $90.05 $118.71 $147.37 Underground Rate Group 3 $55.84 $13.38 $10.78 $5.87 $1.12 $1.58 8 $88.57 $116.49 $144.41 Underground Rate Group 4 $54.54 $13.38 $10.78 $5.87 $1.12 $1.58 8 $87.27 $114.54 $141.81 Underground Rate Group 5 $53.27 $13.38 $10.78 $5.87 $1.12 $1.58 8 $86.00 $112.64 $139.27 Shafts Stopes & Raises Group 1-A $61.63 $13.38 $10.78 $5.87 $1.12 $1.58 8 $94.36 $125.18 $155.99 Shafts Stopes & Raises Group 1 $58.84 $13.38 $10.78 $5.87 $1.12 $1.58 8 $91.57 $120.99 $150.41 Shafts Stopes & Raises Group 2 $57.43 $13.38 $10.78 $5.87 $1.12 $1.58 8 $90.16 $118.88 $147.59 Shafts Stopes & Raises Group 3 $55.95 $13.38 $10.78 $5.87 $1.12 $1.58 8 $88.68 $116.66 $144.63 Shafts Stopes & Raises Group 4 $54.65 $13.38 $10.78 $5.87 $1.12 $1.58 8 $87.38 $114.71 $142.03 Shafts Stopes & Raises Group 5 $53.38 $13.38 $10.78 $5.87 $1.12 $1.58 8 $86.11 $112.80 $139.49 Determination: NC-23-63-1-2023-1C

Page 6 of 6 ends

Recognized holidays:

Travel and/or subsistence payment:

JOB NO. DATE SCALE DR. BY CK. BY FILE:

SHEET
OF SHEETS 22-C04 02/09/2023 AS SHOWN NBS RM 5 PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 9-30-24 ENGINEERING w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS WALKER LANE SIDEWALK IMPROVEMENT PROJECT HUGHSON, CALIFORNIA 1234567 HUGHSON/1-PUBLIC 1COVER SHEET & STRIPING PLAN FOX RD

WHITMORE AVE

SANTA FE

HATCH RD TULLY RD EUCLID AVE
SITE GEER RD 0 0.5 MI.

NORTH

VICINITY MAP
IMPROVEMENT PLANS FOR:

WALKER LANE

CITY OF HUGHSON, CALIFORNIA

SERVICE RD

STRIPING PLAN

TULLY ROAD
NORTH 0 30
15 60
SHEET INDEX # SHEET TITLE 1 COVER SHEET 2 GENERAL NOTES & DETAILS 5 1ST STREET
2ND STREET

PROJECT LIMITS PROJECT LIMITS PROJECT LIMITS
CROSSWALK, WHITE, 12"

STOP BAR &
LEGEND

RELOCATE EX STOP

SIGN & POLE TO

BACK OF WALK

RELOCATE EX SIGN & POLE

TO BACK OF WALK

RELOCATE EX STOP

SIGN & POLE TO

BACK OF WALK
DETAIL 21 (50') DETAIL 1 (151') DETAIL 21 (50')
CROSSWALK, WHITE, 12"
DETAIL 21 (50') DETAIL 1 (161') DETAIL 21 (50') DETAIL 21 (50')

TOPOGRAPHY & DEMOLITION PLAN

GRADING PLAN
EROSION CONTROL PLAN 34

1. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING
MONUMENTS, REFERENCED IN THESE IMPROVEMENT PLANS. IN

THE EVENT THAT A MONUMENT MUST BE REMOVED, CONTRACTOR
SHALL BE REQUIRED TO INSTALL A NEW MONUMENT BOX.

CONTRACTOR SHALL REQUEST MONUMENT STAKING 48 HOURS
PRIOR TO INSTALLATION OF NEW MONUMENT BOXES.

2. IF A MONUMENT IS DISCOVERED DURING CONSTRUCTION, THE

CONTRACTOR SHALL NOTIFY THE CITY ENGINEER IMMEDIATELY,

AND SHALL BE RESPONSIBLE FOR THE PRESERVATION OF THAT
MONUMENT.

STRIPING NOTES MONUMENT PRESERVATION

1. ALL STRIPING SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED IN THE PLANS.

2. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER.

3. ALL MARKINGS SHALL BE PER THE CURRENT EDITION OF THE

CALTRANS STANDARD PLANS UNLESS OTHERWISE NOTED IN THE
PLANS.

4. WHERE PROPOSED STRIPING IS SHOWN OUTSIDE OF THE PROPOSED

PAVING LIMITS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

GRINDING AND REMOVING THE EXISTING STRIPING PRIOR TO NEW APPLICATION.

4.5'

SIDEWALK

BACKFILL TO EX
2:1 (MAX)

VERTICAL CURB
& GUTTER

PAVING SECTION
(PER PLAN)
EG
20" 8" 12" (MIN) 24" (MAX)
8"

3.83'

SIDEWALK

BACKFILL TO EX
2:1 (MAX)

VERTICAL CURB
& GUTTER

PAVING SECTION
(PER PLAN)
EG
#5 REBAR, 18" O.C.

NOT TO SCALE
RETAINING WALL 1

NOT TO SCALE
THICKENED EDGE 2 ±17"
±12" 4" (MIN) 12" (MAX)
8" 10" 45°'
TWO (2) #5 REBAR,
LONGITUDINAL JOB NO. DATE SCALE DR. BY CK. BY FILE:

GRADING NOTES:

WATER NOTES:

1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE FOLLOWING: CITY OF HUGHSON STANDARD SPECIFICATIONS, AND ALL AMENDMENTS TO

DATE, CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (CALTRANS, LATEST EDITION), WHERE APPLICABLE. ALL WORK SHALL BE UNDER THE INSPECTION OF THE RESPECTIVE ENTITY.

2. IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND

MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE

CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY

DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE PLANS AND SPECIFICATIONS. IF THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE

WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT

ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.

3. CONSTRUCTION STAKING FOR GRADING, CURB, GUTTER, SIDEWALK, SANITARY SEWER, STORM DRAIN AND WATER SHALL BE DONE UNDER THE DIRECTION OF M.C.R.

ENGINEERING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SEVENTY-TWO (72) HOURS IN ADVANCE OF THIS NEED FOR STAKING. ANY STAKING REQUESTED BY THE

CONTRACTOR OR HIS SUBCONTRACTORS THAT IS ABOVE AND BEYOND NORMAL STAKING NEEDS, WILL BE SUBJECT TO AN EXTRA BACK CHARGE TO THE CONTRACTOR.

4. THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE

BENCH MARKS, REFERENCE POINTS AND ALL SURVEY STAKES, AND SHALL BEAR ALL

EXPENSE FOR REPLACEMENT AND/OR ERRORS CAUSED BY THEIR UNNECESSARY LOSS OR DISTURBANCE. ALL CENTERLINE AND/OR SURVEY MONUMENTS SHALL BE PRESERVED OR RESET AT THE END OF CONSTRUCTION.

5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY

FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT

THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER AND

THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION

WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.

6. UNLESS OTHERWISE STATED, ALL STATIONS INDICATED ON THE IMPROVEMENT PLANS ARE REFERENCED TO THE CENTERLINE OF THE STREET. ALL STATIONS OFF CENTER

ARE PERPENDICULAR TO OR RADIALLY OPPOSITE CENTERLINE STATIONS, UNLESS OTHERWISE NOTED.

7. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE CITY ENGINEER.

8. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MAN OR

OTHER DEVICES NECESSARY FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT ISSUE OF "MANUAL OF TRAFFIC CONTROLS, WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAY" PUBLISHED BY THE STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY.

9. THE OFFICE OF THE CITY ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS IN ADVANCE OF ANY WORK.

10. P. G. & E., TELEPHONE AND CABLE TV UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF THE CURB, GUTTER, SIDEWALK AND PAVING.

11. THE CITY OF HUGHSON AND ASSOCIATED UTILITY COMPANY AND RESIDENCES TO BE

AFFECTED SHALL BE NOTIFIED IMMEDIATELY UPON ANY UTILITY SERVICE DISRUPTION OTHER THAN SPECIFIED ON THESE IMPROVEMENT PLANS AND A 24 HOUR NOTICE SHALL BE GIVEN FOR ANY PLANNED DISRUPTION.

12. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF

HUGHSON, DEPARTMENT OF PUBLIC WORKS OR ANY OTHER APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF WORK WITHIN EXISTING CITY RIGHT-OF-WAY. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION OF THE PROJECT.

13. STREET SIGNS, TRAFFIC CONTROL SIGNS, AND PAVEMENT MARKINGS SHALL BE

PROVIDED AND INSTALLED BY THE CONTRACTOR AT LOCATIONS ESTABLISHED BY THE ENGINEER.

14. ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC TEMPERATURE IS ABOVE 50°F.

15. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR RELOCATION OF ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY COMPANIES.

16. RURAL DRIVEWAY IMPACTED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL STATE.

17. DRAWING NUMBERS SHOWN ON THE PLANS REFER TO DRAWINGS CONTAINED IN THE CITY OF HUGHSON STANDARD SPECIFICATIONS, THUS: (I.E. DWG. ST-18).

18. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

TO HAVE EACH UTILITY COMPANY LOCATE, IN THE FIELD, THEIR MAIN AND SERVICE LINES. THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY CALLING THE TOLL-FREE NUMBER (800) 227-2600. THE CONTRACTOR SHALL RECORD THE U.S.A. ORDER NUMBER AND FURNISH ORDER NUMBER TO OWNER PRIOR TO ANY EXCAVATION. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL

EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF THIS CONTRACT. ANY REPAIRS NECESSARY TO DAMAGED UTILITIES SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED TO

COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE TO THE DEVELOPMENT.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE. COST OF REPLACING EXISTING IMPROVEMENTS SHALL BE INCLUDED IN

THE UNIT PRICE BID FOR ITEMS REQUIRING REMOVAL AND REPLACEMENT OF EXISTING IMPROVEMENTS.

20. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK

COVERED BY THESE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED, AFTER

PROPER BACKFIRING, WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL PAVING. THE FINISHED PAVEMENT SHALL BE

SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, OR CALTRANS, WHERE APPLICABLE.

21. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON THE PLANS

REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT DURING THE INSTALLATION OF

THE WORK COVERED BY THESE SPECIFICATIONS, AND WHICH LIES OUTSIDE OF SAID

AREAS, SHALL BE INDICATED IN THE CONTRACTOR'S UNIT PRICE FOR PAVEMENT, AND NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.

22. EXCAVATIONS OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY. FOR TRENCHES 5 FEET OF MORE IN DEPTH, THE CONTRACTOR SHALL COMPLY WITH SECTION 5-1.02A OF THE CALTRANS STANDARDS, CHAPTER 9 OF THE STATE OF CALIFORNIA LABOR CODE, AND ANY LOCAL CODES OR ORDINANCES.

F23. WE CALL YOUR ATTENTION TO TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540 (A) (1) OF THE CONSTRUCTION SAFETY ORDERS ISSUED BY THE OCCUPATIONAL

SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONS SAFETY AND HEALTH ACT OF 1973 AS AMENDED WHICH STATES: (1)

PRIOR TO OPENING AN EXCAVATION EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS; I.E. SEWER, WATER, FUEL, ELECTRICAL LINES, ETC.,

WILL BE ENCOUNTERED AND IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF

SUCH INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING; AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF

UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION.

24. ALL TRENCHES ON MAJOR AND COLLECTOR STREETS AND CROSS TRENCHES ON ALL

STREETS SHALL BE PAVED WITH TEMPORARY PAVING THE SAME DAY THE PAVEMENT CUT IS MADE.

25. APPROPRIATE DUST CONTROL SHALL BE PROVIDED, AT THE CONTRACTOR'S EXPENSE TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF

CALTRANS STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE CITY OF HUGHSON.

26. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, PRIOR TO FINAL ACCEPTANCE,

AS-BUILT DRAWINGS OF ALL IMPROVEMENTS REPRESENTED BY THE PROJECT PLANS AND SPECIFICATIONS.

27. AFTER CONSTRUCTION OF ALL IMPROVEMENTS, THE ENGINEER SHALL SUBMIT ONE SET OF REPRODUCIBLE PLANS. FINAL INVERT ELEVATIONS FOR SEWER AND STORM DRAIN

LINES THAT ARE TO BE EXTENDED FOR FUTURE CONSTRUCTION SHALL ALSO BE SHOWN ON THE "AS-BUILT" PLANS ALL AS PROVIDED TO THE ENGINEER BY THE CONTRACTOR.

28. THE CONTRACTOR SHALL NOTIFY M.C.R. ENGINEERING AT LEAST 48 HOURS PRIOR TO

BACKFILLNG OF ANY PIPE WHICH STUBS TO A FUTURE PHASE OF CONSTRUCTION FOR INVERT VERIFICATION. TOLERANCE SHALL BE IN ACCORDANCE WITH THE CITY OF HUGHSON STANDARD SPECIFICATIONS.

29. REGULATING DISCHARGES OF STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM SOIL DISTURBANCES OF ONE (1) ACRE OR MORE, A NOTICE OF INTENT (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM

WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY MUST BE FILED AND APPROPRIATE

FEE PAID PRIOR TO COMMENCEMENT OF CONSTRUCTION IN ADDITION, AT THE

CONCLUSION OF THE PROJECT A NOTICE OF TERMINATION MUST ALSO BE FILED, SUBMIT

THE FEE, A NOTICE OF INTENT, AND NOTICE OF TERMINATION TO THE STATE RESOURCES CONTROL BOARD AT THE FOLLOWING ADDRESS:

STATE WATER RESOURCES CONTROL BOARD
P.O. BOX 100
SACRAMENTO, CA 95812-0100
ATTN: STORM WATER PERMITTING SECTION

IF YOU HAVE ANY QUESTIONS CALL WATER QUALITY CONTROL ENGINEER, CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, CENTRAL VALLEY REGION AT (916) 464-3291.

30. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE WATER RESOURCES CONTROL BOARD (SWCRB) ORDER NO. 2009-0009-DWQ. THE CONTRACTOR

SHALL IMPLEMENT AND MONITOR A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE SWRCB REGULATIONS.

31. BENCHMARK: XX
ELEVATION: XXX
DESCRIPTION: XXXX

32. CONTRACTOR SHALL COMPLY WITH BUSINESS AND PROFESSIONS CODE, SECTION 8771 (b) REGARDING REFERENCING, PRESERVING, AND RECONSTRUCTING MONUMENTS, WHETHER OR NOT THE MONUMENTS ARE SHOWN ON THE PLANS.

1. ALL WATER CONSTRUCTION, MATERIALS AND WORKMANSHIP SHALL BE IN

ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF HUGHSON STANDARD SPECIFICATIONS AND PLANS.

2. THE CONTRACTOR SHALL EXPOSE EXISTING WATER LINES TO VERIFY EXISTING ELEVATION AND LOCATION PRIOR TO START OF CONSTRUCTION.

3. ALL WATER LINES SHALL BE TESTED AND DISINFECTED IN CONFORMANCE WITH THE

REQUIREMENTS OF THE CITY OF HUGHSON AND THE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS, SECTION C-651.

WATER LINE TESTING SHALL INCLUDE:

HYDROSTATIC PRESSURE TESTING PER CITY OF HUGHSON STANDARD SPECIFICATION 99-1.14 AND BACTERIOLOGICAL TESTING PER CITY OF HUGHSON STANDARD SPECIFICATION 99-1.15 AND AWWA C651.

AFTER FINAL FLUSHING AND BEFORE THE NEW WATER MAIN IS CONNECTED TO THE DISTRIBUTION SYSTEM, TWO CONSECUTIVE SETS OF ACCEPTABLE SAMPLES, TAKEN 24 HOURS APART, SHALL BE COLLECTED FROM THE NEW MAIN. SAMPLES SHALL BE COLLECTED AT SITES AS DIRECTED BY CITY. (AT LEAST ONE SET OF SAMPLES SHALL BE COLLECTED EVERY 1200 FEET OF THE NEW WATER MAIN, PLUS ONE SET FROM EACH END OF THE LINE AND AT LEAST ONE SET FROM EACH BRANCH). ALL SAMPLES

SHALL BE TESTED FOR BACTERIOLOGICAL QUALITY, AND SHALL SHOW THE ABSENCE OF COLOFORM ORGANISMS. A STANDARD HETEROTROPHIC PLATE COUNT MAY BE REQUIRED AT THE OPTION OF THE CITY ENGINEER.

SAMPLES SHALL BE TAKEN FROM WATER THAT HAS STOOD IN THE NEW MAIN FOR AT LEAST 16 HOURS AFTER FINAL FLUSHING HAS BEEN COMPLETED.

IF THE INITIAL DISINFECTION FAILS TO PRODUCE SATISFACTORY BACTERIOLOGICAL

SAMPLES, THE MAIN SHALL BE REFLUSHED AND RESAMPLED DAILY FROM THE SAME

POINT(S) UNTIL TWO CONSECUTIVE SAMPLES ARE NEGATIVE FOR COLOFORM ORGANISMS.

THE CITY OF HUGHSON SHALL PAY FOR THE INITIAL BACTERIOLOGICAL TESTS. THE

CONTRACTOR SHALL PAY FOR ALL TESTING NECESSITATED BY FAILURE OF THE INITIAL TEST(S). IF TRENCH WATER HAS ENTERED THE NEW MAIN DURING CONSTRUCTION OR,

IF IN THE OPINION OF THE CITY OF HUGHSON, EXCESSIVE QUANTITIES OF DIRT OR

DEBRIS HAVE ENTERED THE NEW MAIN, BACTERIOLOGICAL SAMPLES SHALL BE TAKEN AT INTERVALS OF APPROXIMATELY 200 FEET AND SHALL BE IDENTIFIED BY LOCATION.

THE CONTRACTOR SHALL INSTALL ADDITIONAL WATER SERVICE TAPS AND SAMPLING STATIONS AS REQUIRED. THE CONTRACTOR SHALL ALSO REMOVE SAMPLING STATIONS AND SERVICES UPON SATISFACTORY COMPLETION OF TESTING. THE CONTRACTOR SHALL PAY FOR TESTING OF THE CONTAMINATED AREAS.

CONTRACT PRICE SHALL INCLUDE FULL COMPENSATION FOR FURNISHING ALL LABOR,

MATERIALS, TOOLS, EQUIPMENT, AND INCIDENTALS, AND FOR DOING ALL OF THE WORK INVOLVED IN TESTING AND DISINFECT ION OF THE WATER MAINS.

4. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY.

5. WATER LINES SHALL BE A MINIMUM OF 10 FEET OUTSIDE OF PIPE TO OUTSIDE OF PIPE FROM SEWER MAINS. CROSSINGS SHALL MEET STATE HEALTH STANDARDS.

6. ALL VALVE BOXES TO BE ADJUSTED TO FINISH GRADE AFTER STREET PAVING. COST FOR RAISING FACILITIES TO BE INCLUDED IN UNIT PRICES FOR VALVES. ALL VALVE BOXES SHALL BE REPLACED WITH NEW, PROVIDED BY THE CONTRACTOR.

7. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR OTHER

PROVISIONS NECESSARY TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF 5' OR MORE. SAID PROTECTION TO BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CITY OF HUGHSON DEPARTMENT OF PUBLIC WORKS, AND STATE REGULATIONS.

8. ALL CONNECTIONS TO EXISTING CITY FACILITIES SHALL BE MADE IN THE PRESENCE OF THE CITY ENGINEER, OR HIS APPOINTED REPRESENTATIVE.

9. ALL MATERIALS THAT WILL COME IN CONTACT WITH POTABLE WATER SHALL COMPLY WITH NSF 61.

10. ALL PIPE PENETRATIONS THROUGH CONCRETE FLOORS SHALL INCLUDE A SLEEVE WITH A MINIMUM ONE INCH (1") ANNULAR SPACE (SPACING) BETWEEN THE OUTER DIAMETER OF THE PROPOSED PIPE AND INNER DIAMETER OF THE SLEEVE. THE SPACING SHALL BE FILLED WITH AN APPROVED EPOXY OR FLEXIBLE GROUT. PROVIDE OVERLAPPING #5 REBAR, MINIMUM 4' LENGTHS, DIAGONAL STEEL REINFORCING AROUND ALL CONCRETE FLOOR OPENINGS.

11. ALL SECTIONS OF UNDERGROUND WATER PIPE 10" DIAMETER AND LARGER LOCATED WIHTIN TREATMENT AND WELL SITE MUST BE MECHANICALLY RESTRAINED. CONCRETE ENCASEMENT OF BURIED PIPE, WHERE SPECIFIED, SHALL BE LEAN CONCRETE (2,000 PSI). NOTE: PUMP CAN ENCASEMENT SHALL BE 4,000 PSI CONCRETE.

12. CONTRACTOR SHALL USE MECHANICAL PIPE RESTRAINTS FOR ALL LARGE DIAMETER PIPES PER THE FOLLOWING TABLE:

1. EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF HUGHSON STANDARDS, THE SOILS REPORT BY XXXXXX AND F.H.A. STANDARDS. ALL FILL AREAS

SHALL BE TESTED AS REQUIRED BY THE CITY OF HUGHSON AND SHALL BE PAID FOR BY THE CONTRACTOR.

2. THE CITY SHALL BE RESPONSIBLE FOR COST OF INITIAL TEST FOR MOISTURE DENSITY CURVE. IF THE FIRST TEST FAILS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF ALL SUBSEQUENT CURVES AND TESTS.

3. THE CONTRACTOR SHALL REVIEW SITE PRIOR TO BIDDING. ALL VEGETATION AND

DELETERIOUS MATERIALS, INCLUDING ROOTS (SEE SOILS REPORT) SHALL BE REMOVED

FROM THE SITE AT THE EXPENSE OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE LUMP SUM CLEARING COST.

4. THE CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS SET FOR LINES, GRADES

OR MEASUREMENT OF THE WORK IN THEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEER. ALL EXPENSES INCURRED IN REPLACING STAKES THAT

HAVE BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE PAID FOR BY THE GENERAL CONTRACTOR.

1. THE CONTRACTOR SHALL KEEP THE WORK SITE FREE AND CLEAR OF RUBBISH AND DEBRIS.

2. THE CONTRACTOR SHALL EXERCISE CARE TO PRESERVE AND PROTECT NATURAL HABITAT ADJACENT TO THE PROJECT SITE.

3. THE CONTRACTOR SHALL NOT DISCHARGE SMOKE, DUST, OR ANY OTHER AIR

CONTAMINANTS INTO THE ATMOSPHERE IN SUCH A QUANTITY AS WILL VIOLATE THE REGULATIONS OF ANY LEGALLY CONSTITUTED AUTHORITY.

4. THE CONTRACTOR SHALL KEEP ALL AREAS GENERATING DUST WITHIN THE LIMITS OF THE PROJECT WELL WATERED DURING THE TERM OF THIS CONTRACT. THIS INCLUDES

BUT IS NOT LIMITED TO ACCESS RAMPS, THE HAUL ROADS, THE EMBANKMENT FILL

AREA, AND ANY OTHER AREAS THAT MAY GENERATE DUST AS A RESULT OF CONTRACTOR'S OPERATIONS. THE CONTRACTOR SHALL PROVIDE DUST CONTROL

MEASURES DURING EVENINGS, WEEKENDS, AND HOLIDAYS WHEN REQUESTED BY THE DISTRICT AT NO ADDITIONAL COST TO THE DISTRICT.

5. THE CONTRACTOR(S) SHALL KEEP ALL PUBLIC ROADWAYS ADJACENT TO THE PROJECT SITE FREE AND CLEAR OF MUD AND SILT DURING THE TERM OF THIS CONTRACT. THIS

INCLUDES MUD CAUSED BY RAIN OR BY THE CONTRACTOR(S) WATERING PROCEDURES FOR DUST CONTROL.

6. THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING SUSPENSION OF WORK,

AND UNTIL FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL KEEP THE

PREMISES OCCUPIED BY HIM IN A CLEAN AND ORDERLY CONDITION, DISPOSING OF REFUSE AND LITTER IN A MANNER SATISFACTORY TO THE CITY OF HUGHSON.

POLLUTION AND DUST CONTROL:

4.3-1: COMPLY WITH ALL APPLICABLE REQUIREMENTS OF SJVAPCD REGULATION VIII (FUGITIVE DUST PROHIBITIONS).

4.3-2: THE PROJECT APPLICANTS SHALL INCORPORATE FEASIBLE EMISSION CONTROL

MEASURES INTO THE PROJECT DESIGN AND OPERATION AS DETERMINED APPROPRIATE BY T HE CITY. SUCH MEASURES MAY INCLUDE, BUT ARE NOT LIMITED

TO, THE FOLLOWING ITEMS AS RECOMMENDED IN THE SJVAPCD GUIDE FOR ASSESSING AND MITIGATING AIR QUALITY IMPACTS (SJVAPCD 2002) AND OTHER SOURCES.

4.3-3: IMPLEMENT MEASURES TO REDUCE EXPOSURE OF SENSITIVE RECEPTORS TO TAC EMISSIONS.

MITIGATION MONITORING AND REPORTING PROGRAM:
119.66 120.82 121.31 120.52 119.98 119.92
119.66 120.20 121.31 120.46
120.54 121.20 120.15 119.62
119.57 120.06 121.13 120.47 119.78119.34118.18
120.48
120.37
120.25 120.03 119.84
119.47 119.66
119.91119.65 120.00
119.95
119.95
118.24
118.63
118.20 118.15 118.72
118.98119.15 119.01 119.32
118.30 118.08
120.16
120.30 120.20
120.70
120.62 120.64
119.71 119.92
120.49
120.20
120.12 120.21
119.33
119.32
119.42
119.57
118.53 119.10
118.14 117.87
118.39
118.99
118.29
117.86
119.19 118.74 118.93
119.34
119.09
118.92 118.96119.03118.92 118.73
118.72 119.32118.90 118.95118.97
118.94
117.83 118.15
118.96
118.37
118.36
119.53
119.51 119.03 119.17119.12 119.15
119.56
119.60
118.24118.03
118.40
119.28
119.60
119.35
119.27 119.60 119.14
119.59
119.28 119.31
119.21 119.74
119.37
119.70
119.76
118.62 118.91
118.34
119.62
119.40
119.66
118.36
118.96
119.06
119.35 119.80
119.43
119.46
119.90
119.61
119.78
119.88
119.93
119.86
119.80
119.52
119.71
119.26
118.39
119.98
119.46
119.41 119.91
119.58
119.93 119.44
119.61
120.02
119.81
119.76
118.27
119.66
119.89119.88
120.06
120.05
118.40
119.43 118.77
118.59
119.67
119.69 120.18
119.84
120.32
120.14
119.41
118.72
118.73
118.64
120.00
119.90
119.96
120.33
120.26
120.35
120.09
120.28
120.10
120.16 120.29 119.81
120.00
119.97
119.87
119.53
119.89
119.00
118.94
119.40
119.64
119.41
119.67
118.80
120.13
118.70
118.69
118.68
118.82
118.97
120.17119.84
119.67
120.35
120.59
120.40
120.54
119.85
119.85 119.81
119.75 119.83
120.57120.20
120.30
120.64
120.72
120.38
119.74
120.49
120.85
119.92
120.53
120.67
120.65
119.77
120.40
120.18
120.26
120.38
120.24
120.18
120.54
120.48
120.78
120.64
120.14
119.86
120.13
120.21
120.32
120.57
120.78
120.77
120.91
120.78
120.65
120.58
120.42
120.44
120.14
120.26
120.36
120.22
120.29
120.40
120.51
120.36
121.10
120.46
120.45
120.29
120.24
120.47
120.39
120.31
120.90 120.44
120.61
120.34
121.23
120.62
120.40
119.73
119.68
119.75
119.84
119.97
120.01
119.03 118.70 118.64118.70118.72 118.65 118.47118.48 116.01 118.67118.66 119.00 118.75
119.67 119.75
119.04 118.86 119.34
119.90
119.98
119.59 119.03
119.21
119.85 119.35
119.55
120.33
119.98
119.54
119.57
120.03
119.53 119.69
120.02
120.15
120.22
120.08
120.17 119.68119.84
119.90
120.18
120.22 120.20
120.06 120.07
120.15
120.08
120.04
120.12
120.26
120.24 119.76
119.90
120.16
119.86
119.72 120.21
120.26
120.22
120.29
120.38
120.36
119.86
119.70 120.18
119.85
119.83119.80
119.65
119.73
119.56
119.74119.54
120.20
120.21
120.67
120.31
120.34 120.46
120.52
120.37119.83 119.84
120.41
119.83
119.97
120.10
119.98 120.51
120.64
120.53
120.62
120.10 120.57
120.27
120.28
120.39
120.57
121.05
120.54
120.75
120.43
120.35 120.82
120.51
120.83
120.89
120.90
120.55
120.42 120.89
120.50
120.98
120.77
120.88
120.73 MB MB MB MB MB MB

SD CATCH BASIN
RIM = 118.47
12" INV = 116.01 (N)
SDMH
RIM = 118.75
12" INV = 113.15 (N/S)
24" INV = 112.40 (E/W)

SD CATCH BASIN
RIM = 118.72
12" INV = 113.47
SDMH
RIM = 119.90
12" INV = 113.70 (E)
24" INV = 112.40 (S/W)

SD CATCH BASIN
RIM = 119.55
12" INV = 114.80 (W)
SSMH
RIM = 120.35
4" INV = 115.65 (N)
8" INV = 115.35 (E/W) 12"SD
24"SD 24"SD
12"SD 24"SD
8"SS
142.7' 50.13' 57.3' 14.4'

97.47' 2' 14.5' 18.5' 18.1'

2.13'
1' 29'

86.9' 2'2.1'

52.48'

84.15' 3' 6' 21.9'

3.9'
2' 2' 22.17'

42.77' 2' 6.8' 8.74'11.24' 13' 6.6' 2'
REMOVE ±48 LF

CHAIN LINK FENCE
REMOVE ±31 LF

CHAIN LINK FENCE ABANDON CATCH

BASIN (SLURRY FILL)

AND REMOVE FRAME

AND GRATE

10.2'

REMOVE EX CURB
& GUTTER (TYP)

REMOVE EX PAVEMENT

SECTION (TYP)

REMOVE EX PAVEMENT SECTION (TYP)

REMOVE EX

RETURN (TYP)

GRINDING
LIMITS

REMOVE EX DRIVEWAY

APPROACH (TYP)

REMOVE EX CURB
& GUTTER (TYP)
3" GRIND (TYP)

REMOVE & REPLACE

EX MAILBOX (TYP) RELOCATE WATER

METER TO PROPOSED

LOCATION, SEE SHEET

4. REMOVE AND
REPLACE WATER BOX.

RELOCATE EX

SIGN AND POLE

TO PROPOSED

BACK OF WALK
(TYP)

RELOCATE EX SIGN AND POLE TO

PROPOSED BACK OF WALK (TYP)
120.52
120.41
120.41120.55
120.46
120.50
120.98
120.86
120.93
121.41
121.22 121.21 120.73
120.81
120.84
121.18
121.29
121.53
121.38 120.90
121.02
120.97
121.14
121.09
121.23
121.00
121.74
121.54
121.92
121.55
121.13
121.21
121.65 121.16
121.18121.22
120.99
121.91
121.74
121.40
121.61
121.91
121.90
121.83
122.66 121.73
122.30
122.36
122.45122.51
122.80 121.98
121.43 121.95
121.53
122.14
121.64
121.95 121.52
122.18 122.85
122.16 122.21
122.27
122.22
122.29
122.43 122.42
122.50
122.44
122.10
122.18
122.38 122.04
122.29
121.77 121.73
122.04 121.65
121.98
121.89
121.80
121.80
122.17
122.18
121.83
122.09
122.24
122.20
122.18
122.26
122.43
122.50
122.50
122.48
122.56
122.46
122.59
122.25
120.40
120.86
120.94
121.02 120.86 121.04
120.50
120.99 120.50
120.76
121.04
120.82
120.90 120.94
120.86
121.09
120.93
121.22
121.27
120.92
120.78
121.06
121.33
121.18 120.70
120.88
121.18 120.67
120.73
120.81
120.86
121.18
121.22
121.30
121.26
121.27
121.60
121.33 120.86
121.04
121.75
121.65
121.34
121.64 121.16
121.45
121.73
121.76
121.70
121.73
121.75
121.78 121.28
121.74
121.43
121.82
121.88
121.85
121.83 121.37
121.67
121.41
121.54
121.79
121.65121.53
121.83
121.75
121.46
121.54
121.86
121.76
121.71
122.32
122.35
122.31 121.86
122.00
122.39
122.86
123.06
122.98
123.29 122.83
122.76 123.18
122.84
122.52
122.30 121.92
122.02
121.94
121.86
121.53
121.62
122.10
122.16
122.35
122.58
122.25
121.82
121.85
122.15
121.86
121.94
122.34
122.63
122.38 122.33
121.92
122.26
122.04
122.48
122.17
122.10
122.40 122.14
122.02
122.05
122.12
122.40
122.40 122.45
122.09
122.06
122.20
122.38
122.14
122.08
122.08
122.40
122.45
122.17
122.39
122.49122.63
122.44122.58
122.74
122.44
122.57
SSMH
RIM = 121.83
6" INV = 116.45 (S)
8" INV = 116.23 (W)
SSMH
RIM = 122.25
8" INV = 118.65 (N)
SSMH
RIM = 122.86
6" INV = 117.01 (N) 8"SS
6"SS
8"SS

21.89'

2.35' 10'
3" GRIND (TYP)

REMOVE EX PAVEMENT

SECTION (TYP)

GRINDING
LIMITS 4.5'

REMOVE EX
TREE (TYP) JOB NO. DATE SCALE DR. BY CK. BY FILE:

SHEET
OF SHEETS 22-C04 02/09/2023 AS SHOWN NBS RM5 PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 9-30-24 ENGINEERING w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS WALKER LANE SIDEWALK IMPROVEMENT PROJECT HUGHSON, CALIFORNIA 1234567 HUGHSON/1-PUBLIC
3TOPOGRAPHY & DEMOLITION PLAN

TOPOGRAPHY & DEMOLITION PLAN
NORTH
0 20
10 40

TULLY ROAD
2ND STREET WALKER LANE MATCHLINE (SEE BELOW) WALKER LANE MATCHLINE (SEE ABOVE) 1ST STREET
LEGEND

REMOVE EX PAVEMENT
NOTES

1. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD INFORMATION AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND
ADDITIONAL CROSSINGS MAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A" LOCATING SERVICES LOCATE AND MARK UTILITIES PRIOR TO THE START OF EXCAVATION.

2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING UTILITY CROSSINGS AND SERVICES. ANY DAMAGE TO

EXISTING UTILITIES WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

3. ANY DAMAGE TO EXISTING SIDEWALK, CURB OR GUTTER WILL BE THE

SOLE RESPONSIBILITY OF THE CONTRACTOR, WITH REPLACEMENT TO BE DETERMINED BY THE ENGINEER.

4. ALL SAWCUTS OR REMOVAL LIMITS SHALL BE MADE AT EXISTING

EXPANSION OR WEAKENED PLANE JOINTS AND APPROVAL BY THE
ENGINEER.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL

EXISTING MANHOLES, VALVE BOXES, AND MONUMENT BOXES TO
FINISH GRADE. SEE GRADING PLAN FOR DETAILS.
3" GRIND

DEMOLITION LIMITS

REMOVE EX CONCRETE

MB MB MB MBMB MB

SD CATCH BASIN
PER STD. DETAIL 7-SD.3
GRATE = 118.47
12" INV = ±113.4 (S) CL - 23.9' DRIVEWAY CL - 24.0' DRIVEWAY CL - 24.8' DRIVEWAY CL - 23.7' DRIVEWAY CL - 23.3' DRIVEWAY CASE "C" RAMP DETAIL 3-HC.2 3' WING
(TYP)
CASE "C" RAMP
TC RADIUS = 25.0'
TC RADIUS = 25.0' CASE "C" RAMP TC RADIUS = 25.0' CASE "C" RAMP CASE "C" RAMP TC RADIUS = 15.0'

VERTICAL CURB & GUTTER
DETAIL 3-C.1 (TYP) SIDEWALK
DETAIL 3-C.3 (TYP)
SEE NOTE 4 (TYP) SEE NOTE 4 (TYP)

PAVING (TYP)
3" OVERLAY (TYP) WATER WATERWATER

RELOCATE METER W/

NEW WATER BOX,
DETAIL 5-W.9

NEW METER BOX,
ADJUSTED TO GRADE.

RELOCATE WATER LATERAL
BELOW WALL.

NEW METER BOX,
ADJUSTED TO GRADE.

RELOCATE WATER LATERAL
BELOW WALL.
4' CHAIN LINK FENCE,
MATCH EX (±39')
4' CHAIN LINK FENCE,
MATCH EX (±32')

RELOCATE EX

MAILBOX (TYP)
4" SW, MATCH EX

THICKENED EDGE,
SEE SHEET 2,
DETAIL 2 (TYP)

RETAINING WALL,
SEE SHEET 2,
DETAIL 1 (TYP)
±119.0
MA
120.23
TC
119.14
TC-LP
119.33
TC-BC
119.50
TC-EC
120.05
TC
120.49
TC
±119.3
MA
120.73
TC
119.99
CL
±120.7
MA 119.11
CL
119.29
CL
119.56
CL
120.46
CL
120.84
CL
119.85
TC
120.97
TC
119.94
TC
120.40
TC
±120.1
MA
±120.2
MA
±120.6
MA 0.56% 1.85% 1.72% 2.34% 2.85% 3.13% 2.97% 1.95% 0.73%1.88% 2.96% 120.01
CL CL - 22.0' DRIVEWAY

3.0' WING
(TYP)

PAVING (TYP)
3" OVERLAY (TYP)

SIDEWALK
DETAIL 3-C.3 (TYP)

TIE INTO EXISTING
WITH 5' TRANSITION(TYP)

SIDEWALK
DETAIL 3-C.3 (TYP)

TIE INTO EXISTING
121.70
CL
±122.2 3.78% 2.92%
MA 4.50% 3.69% JOB NO. DATE SCALE DR. BY CK. BY FILE:

SHEET
OF SHEETS 22-C04 02/09/2023 AS SHOWN NBS RM5 PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 9-30-24 ENGINEERING w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS WALKER LANE SIDEWALK IMPROVEMENT PROJECT HUGHSON, CALIFORNIA 1234567 HUGHSON/1-PUBLIC
4GRADING PLAN

GRADING PLAN
NORTH
0 20
10 40

TULLY ROAD
2ND STREET WALKER LANE MATCHLINE (SEE BELOW) WALKER LANE MATCHLINE (SEE ABOVE) 1ST STREET
LEGEND
3" OVERLAY
NOTES

2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING UTILITY CROSSINGS AND SERVICES. ANY DAMAGE TO

EXISTING UTILITIES WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

3. PEDESTRIAN RAMPS SHALL BE PER CITY STANDARDS, EXCEPT FOR THE FOLLOWING:

3.1. BORDER GROOVES (AKA BLIND LINES) SHALL NOT BE REQUIRED OR INSTALLED.

3.2. RAMP SIDE SLOPES SHALL BE 7.5% MAX (PER CALTRAN'S
STANDARD).

3.3. SIDEWALK AND RAMP THICKNESS SHALL BE 4" MINIMUM.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL

EXISTING MANHOLES, VALVE BOXES, AND MONUMENT BOXES TO
FINISH GRADE THAT ARE WITHIN THE PAVING LIMITS. CONTRACTOR

SHALL PROVIDE AND INSTALL NEW FRAMES AND COVERS, STYLES SHALL MEET CITY STANDARDS.

5. SIDEWALK SHALL BE PER CITY STANDARDS, EXCEPT FOR THE FOLLOWING:

5.1. SIDEWALK THICKNESS SHALL BE 4" MINIMUM.

5.2. DEEP JOINTS SHALL BE SPACED AT FIFTY-FOOT (50') MAXIMUM.

6. DRIVEWAYS SHALL BE PER CITY STANDARDS, EXCEPT FOR THE FOLLOWING:

6.1. EXPANSION JOINTS (FULL DEPTH) SHALL BE PLACED ON BOTH SIDES OF THE DRIVEWAY AT THE TOP OF WINGS.

6.2. WINGS SHALL BE THREE FOOT (3').

7. ANY EXCEPTIONS TO THE STANDARDS OR THE NOTES HEREIN SHALL REQUIRE PRIOR APPROVAL FROM THE CITY ENGINEER. EXCEPTIONS

SHALL BE SUBMITTED AS A REQUESTS FOR INFORMATION (RFI), A MINIMUM OF 48-HOURS IN ADVANCE.

PAVEMENT SECTION (3"AC/6"AB)
CONCRETE (4" SIDEWALK)
CONCRETE (6" DRIVEWAY)
MB MB MB MBMB MB WATER WATERWATER JOB NO. DATE SCALE DR. BY CK. BY FILE:

SHEET
OF SHEETS 22-C04 02/09/2023 AS SHOWN NBS RM5 PREPARED UNDER THE DIRECTION OF : NICKLAUS B. STEPHENS R.C.E. C91352 EXP. 9-30-24 ENGINEERING w w w . m c r e n g . c o m MCR ENGINEERING, INC. 1242 DUPONT COURT MANTECA , CA 95336 TEL : FAX : ( 209 ) 239 - 6229 ( 209 ) 239 - 8839 DATE PLAN REVISIONS DATE NO. DESCRIPTIONS WALKER LANE SIDEWALK IMPROVEMENT PROJECT HUGHSON, CALIFORNIA 1234567 HUGHSON/1-PUBLIC
5EROSION CONTROL PLAN
NORTH
0 30
15 60

TULLY ROAD
1ST STREET
2ND STREET

EROSION CONTROL PLAN

1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EFFECTIVE FOR THE DURATION OF THE CONSTRUCTION ACTIVITY.

2. EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPs) SHALL BE INSTALLED AND MAINTAINED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30).

SEDIMENT CONTROL BMPs SHALL BE INSTALLED AND MAINTAINED YEAR ROUND.

3. EFFECTIVE EROSION CONTROL BMPs SHALL BE IN PLACE PRIOR TO ANY STORM EVENTS.

4. THE NAME, ADDRESS AND 24-HOUR TELEPHONE NUMBER OF THE PERSON

RESPONSIBLE FOR IMPLEMENTATION OF THE EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE PROVIDED.

5. ALL DRAINAGE INLETS IMMEDIATELY DOWNSTREAM OF THE WORK AREAS AND

WITHIN THE WORK AREAS SHALL BE PROTECTED WITH SEDIMENT CONTROL AND INLET FILTER BAGS YEAR ROUND. INLET FILTER BAGS SHALL BE REMOVED FROM THE DRAINAGE INLETS UPON COMPLETION OF CONSTRUCTION.

6. THE CONTRACTOR(S) SHALL KEEP ALL PUBLIC ROADWAYS ADJACENT TO THE

PROJECT SITE FREE AND CLEAR OF MUD AND SILT DURING THE TERM OF THIS CONTRACT. THIS INCLUDES MUD CAUSED BY RAIN OR BY THE CONTRACTOR(S) WATERING PROCEDURES FOR DUST CONTROL.

7. ALL STABILIZED CONSTRUCTION ACCESS LOCATIONS SHALL BE CONSTRUCTED WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES PAVED AREAS. THE

STABILIZED ACCESS SHALL BE MAINTAINED ON A YEAR ROUND BASIS UNTIL THE COMPLETION OF CONSTRUCTION.

8. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE

DONE ON AN AREA STABILIZED WITH CRUSHED ROCK THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM

ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SANDBAGS, GRAVEL, BOARDS, OR OTHER APPROVED METHODS.

9. SEDIMENT CONTROL BMPs SHALL BE PLACED ALONG THE PROJECT PERIMETER WHERE DRAINAGE LEAVES THE PROJECT. SEDIMENT CONTROL BMPs SHALL BE

MAINTAINED YEAR ROUND UNTIL THE CONSTRUCTION IS COMPLETE OR THE DRAINAGE PATTERN HAS BEEN CHANGED AND NO LONGER LEAVES THE SITE.

10. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. CHANGES TO THE EROSION AND

SEDIMENTATION CONTROL PLAN SHALL BE MADE TO MEET FIELD CONDITIONS, BUT ONLY WITH THE APPROVAL OF OR AT THE DIRECTION OF THE CITY ENGINEER.

11. DURING THE RAINY SEASON ALL SIDEWALK AND PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO

MINIMIZE SEDIMENT LADEN RUNOFF FROM ENTERING ANY STORM DRAINAGE SYSTEM.

12. THE EROSION AND SEDIMENTATION CONTROL PLAN COVERS ONLY THE FIRST WINTER DURING WHICH CONSTRUCTION IS TO TAKE PLACE. PLANS ARE TO BE RESUBMITTED PRIOR TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL THE CITY ACCEPTS THE SITE IMPROVEMENTS.

13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT AND REPAIR ALL

EROSION CONTROL FACILITIES AT THE END OF EACH WORK DAY DURING THE RAINY SEASON.

14. IT IS THE RESPONSIBILITIES OF THE CONTRACTOR TO PROTECT TEMPORARY

BORROW AREAS AND/OR STOCKPILES WITH APPROPRIATE EROSION CONTROL MEASURES SATISFACTORY TO THE CITY ENGINEER.

15. THE CLEANING OF PAVED STREETS, DURING AND AT THE COMPLETION OF CONSTRUCTION, SHALL BE PERFORMED WITH MECHANICAL SWEEPERS. THE USE OF WATER TRUCKS TO "WASH DOWN" THE STREET IS PROHIBITED.

16. ALL MATERIALS STORED ON SITE SHALL HAVE PROPER ENCLOSURES AND/OR COVERINGS.

17. CONTRACTOR SHALL PLACE FIBER ROLLS AROUND THE SITE PERIMETER. THE

CONTRACTOR SHALL INSPECT AND REPAIR FIBER ROLLS AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE

DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE TO SEDIMENT RUN-OFF AND CAN BE PERMANENTLY STABILIZED.

18. NO ON-SITE FUELING SHALL TAKE PLACE.

19. THE CONTRACTOR SHALL KEEP THE WORK SITE FREE AND CLEAR OF RUBBISH AND DEBRIS.

20. THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING SUSPENSION OF WORK,

AND UNTIL FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL KEEP

THE PREMISES OCCUPIED BY HIM IN A CLEAN AND ORDERLY CONDITION, DISPOSING OF REFUSE AND LITTER IN A MANNER SATISFACTORY TO THE CITY.

21. THE FOLLOWING PLANS ARE ACCURATE FOR EROSION CONTROL PURPOSES ONLY.

22. THE INFORMATION ON THIS PLAN IS INTENDED TO BE USED AS A GUIDELINE FOR

THE CONTRACTOR AND SUBCONTRACTORS TO COMPLY WITH THE REQUIREMENTS OF THE STATE WATER RESOURCES CONTROL BOARD. FIELD CONDITIONS MAY NECESSITATE MODIFICATIONS TO THIS PLAN.

EROSION CONTROL NOTES

CONCRETE SLURRY WASTES

1. PCC AND AC WASTE SHALL NOT BE ALLOWED TO ENTER STORM DRAINS OR WATERCOURSES.

2. PCC AND AC WASTE SHALL BE COLLECTED AND DISPOSED OF IN A TEMPORARY CONCRETE WASHOUT FACILITY.

3. A SIGN SHALL BE INSTALLED ADJACENT TO EACH TEMPORARY CONCRETE WASHOUT

FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.

4. DO NOT ALLOW SLURRY RESIDUE FROM WET CORING OR SAW-CUTTING AC OR PCC TO ENTER STORM DRAINS OR RECEIVING WATERS.

5. VACUUM SLURRY RESIDUE AND DISPOSE IN A TEMPORARY PIT AND ALLOW SLURRY TO DRY. DISPOSE OF DRY SLURRY RESIDUE IN ACCORDANCE WITH BMP WM-5.

6. COLLECT RESIDUE FROM GROOVING AND GRINDING OPERATIONS IN ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION 42-1.02 AND 42-2.02, "CONSTRUCTION."

ON-SITE TEMPORARY CONCRETE WASHOUT FACILITY, TRANSIT TRUCK WASHOUT

PROCEDURES

1. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE LOCATED A MINIMUM OF 15 M (50 FT.) FROM STORM DRAIN INLETS, OPEN DRAINAGE FACILITIES, AND WATERCOURSES, UNLESS DETERMINED UNFEASIBLE BY THE ENGINEER. EACH

FACILITY SHALL BE LOCATED AWAY FROM CONSTRUCTION TRAFFIC OR ACCESS AREAS TO PREVENT DISTURBANCE OR TRACKING.

2. A SIGN SHALL BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.

3. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED ABOVE GRADE. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED AND

MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS.

4. TEMPORARY WASHOUT FACILITIES SHALL HAVE A TEMPORARY PIT OR BERMED AREAS

OF SUFFICIENT VOLUME TO COMPLETELY CONTAIN ALL LIQUID AND WASTE CONCRETE MATERIALS GENERATED DURING WASHOUT PROCEDURES.

5. PERFORM WASHOUT OF CONCRETE TRUCKS IN DESIGNATED AREAS ONLY.

6. ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO HARDEN, THE CONCRETE SHALL BE BROKEN UP, REMOVED, AND DISPOSED.

DISPOSE OF HARDENED CONCRETE ON A REGULAR BASIS.

TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE)

1. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE) SHALL BE

CONSTRUCTED AS SHOWN ON THE PLANS, WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 3 M (10 FEET), BUT WITH SUFFICIENT QUANTITY AND

VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. THE LENGTH AND WIDTH OF A FACILITY MAY BE INCREASED, AT THE CONTRACTOR'S EXPENSE, UPON APPROVAL OF THE ENGINEER.

2. PLASTIC LINING MATERIAL SHALL BE A MINIMUM OF 60 ML POLYETHYLENE SHEETING

AND SHALL BE FREE OF HOLES, TEARS OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.

REMOVAL OF TEMPORARY CONCRETE WASHOUT FACILITIES

1. WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR

THE WORK, AS DETERMINED BY THE ENGINEER, THE HARDENED CONCRETE SHALL BE REMOVED AND DISPOSED OF. MATERIALS USED TO CONSTRUCT TEMPORARY

CONCRETE WASHOUT FACILITIES SHALL BECOME THE PROPERTY OF THE

CONTRACTOR, SHALL BE REMOVED FROM THE SITE OF THE WORK, AND SHALL BE DISPOSED OF.

2. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL

OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED AND REPAIRED IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS.

3. THE CONTRACTOR'S WASTE POLLUTION CONTROL MANAGER (WPCM) SHALL

MONITOR ON SITE CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES AT LEAST WEEKLY.

4. THE WPCM SHALL MONITOR CONCRETE WORKING TASKS, SUCH AS SAW CUTTING,

CORING, GRINDING AND GROOVING AT LEAST WEEKLY TO ENSURE PROPER METHODS ARE EMPLOYED.

5. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 4" FOR ABOVE GRADE FACILITIES AND 12" FOR BELOW GRADE FACILITIES. MAINTAINING TEMPORARY

CONCRETE WASHOUT FACILITIES SHALL INCLUDE REMOVING AND DISPOSING OF

HARDENED CONCRETE AND RETURNING THE FACILITIES TO A FUNCTIONAL CONDITION. HARDENED CONCRETE MATERIALS SHALL BE REMOVED AND DISPOSED OF IN CONFORMANCE WITH THE PROVISIONS IN SECTION 15-3.02, "REMOVAL METHODS", OF THE STANDARD SPECIFICATIONS.

6. EXISTING FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL.

CONCRETE WASTE MANAGEMENT NOTES
LEGEND

STABILIZED CONSTRUCTION
ENTRANCE TC-1

DESIGNATED CONSTRUCTION
DEBRIS AREA (UTILIZE WATERTIGHT DUMPSTERS FOR SOLIDS)
WM-5

DESIGNATED AGGREGATE AND
CONCRETE RINSE AREA WM-8

DESIGNATED WASH DOWN
AREA NS-8

PROVIDE STORM DRAIN INLET
SEDIMENT PROTECTION SC-10
A
B
C
D
FIBER ROLLS SC-5

VEHICLE AND EQUIPMENT
MAINTENANCE AREA NS-10

PROVIDE GRAVEL BAGS AND INLET PROTECTION

AT NEAREST DOWNSTREAM CURB INLET ON EACH
CROSS STREET.

NOTE
1 SAND BAG BARRIER SC-8
1 A B C D

FIBER ROLLS (TYP)
1 1
TYPE 3 BARRICADES W/
"ROAD CLOSED" SIGNAGE (TYP)
TYPE 3 BARRICADES W/
"ROAD CLOSED" SIGNAGE (TYP)
TYPE 3 BARRICADES W/
"ROAD CLOSED" SIGNAGE (TYP)

STABILIZED CONSTRUCTION

ENTRANCE

WALKER LANE

INSTALL GRAVEL BAGS

AT THE LIMITS OF THE

CURB & GUTTER (TYP)
Meeting Date: June 26, 2023
Subject: Introduce and Waive the First Reading of Ordinance No. 2023-02, Amending the Hughson Municipal Code
Pertaining to Title 15 Building Code Regulations
Presented By: Carla C. Jauregui, Community Development Director Approved By: _________________________
City Manager
Recommendation:

Introduce and waive the first reading of Ordinance No. 2023-02, amending Title 15 Building and Construction of the Hughson Municipal Code, and adopting by reference, the California Building Standards, 2022 Edition, Title 24 of the California Code of Regulations, with amendments and other uniform codes.

Background & Overview:

In January of this year, Council adopted Ordinance 2023-01 amending Title 15 Building and Construction of the Hughson Municipal Code. The model codes update every three years to improve and adjust to the newest materials, methods of construction, and technological advances in the industry. The California Building Standards Commission’s adoption of the 2022 California Building Code (CBC) comes after a comprehensive multi-state agency and stakeholder update of the 2019 California Building Code.

Health and Safety Code Section 18941.5 mandates that the Building Standards contained in the 2022 CBC shall be effective 180 days after publication by the California Building Standards Commission.

Discussion:

Since the adoption of the ordinance, staff have discovered some grammatical and technical errors that require amendment prior to publication in the municipal code.

The edits are as follows:

CITY COUNCIL AGENDA ITEM NO. 5.1
SECTION 5: PUBLIC HEARING

15.04.030(D) reads, in part, “…is hereby adopted as the city of Hughson electric code.” The underlined word “electric” will be changed to “electrical”.

15.04.030(M) reads, in part, “…the Uniform Housing Code, 1997 Edition Conference of Building Officials (Title 25 of the California Code of Regulations pursuant to Sections 17958, 17958.5, 17958.7, 17958.9 and 17959 of the California Health and Safety Code), published by the International Conference of Building Officials, and subsequent additions…” The wording “Conference of Building Officials” has been moved as shown with strike-through and underline, as appears to be the intent.

15.04.037(A)(2) changes the height of fences from six feet to seven feet, but the millimeters in parentheses were not changed. Millimeters has been changed to 2,134 so that the sentence now reads: “Fences not over seven feet (2,134 mm) high.”
The last paragraph of 15.04.043 reads, in part, “The building official may extend the time for action by for a period not exceeding 180 days …” The word “by,” has been deleted as shown.

Fiscal Impact:

There are no fiscal impacts with the adoption of this ordinance and code amendment.
1679890-1

CITY OF HUGHSON

CITY COUNCIL
ORDINANCE NO 2023-02

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF HUGHSON AMENDING THE HUGHSON MUNICIPAL CODE PERTAINING TO TITLE 15

BUILDING CODE REGULATIONS
WHEREAS, the City Council of the City of Hughson wishes to provide the highest level of building safety measures possible to its citizens; and WHEREAS, Section 17922 of the California Health & Safety Code establishes Title 24 of the California Code of Regulations, also referred to as the California Building Code (“CBC”), as the Statewide Uniform Building Code; and
WHEREAS, the City Council of the City of Hughson desires to update Title 15 of the Hughson Municipal Code in order conform to the State of California’s newly updated 2022 CBC as required by law.

NOW, THEREFORE THE CITY COUNCIL OF THE CITY OF HUGHSON
DOES ORDAIN AS FOLLOWS:

Section 1: That Title 15, Building and Construction of the City of Hughson Municipal Code be amended as stated in Attachment “A”, attached hereto, and made a part hereof by this reference.

Section 2: Purpose and Authority: The purpose of this Ordinance is to adopt by reference the 2022 edition of the California Building Standards Code, Title 24, Parts 1, 2, 2.5, 3, 4, 5, 6, 8, 9, 10, 11, & 12 of the California Code of Regulations, subject to the definitions, clarifications, and the amendments set forth in this Ordinance. The purpose of this Ordinance is also to provide minimum requirements and standards for the protection of the public safety, health, property and welfare of the City of Hughson. This Ordinance is adopted under the authority of Government Code Subsection 50022.2 and Health and Safety Code Section 18941.5.

Section 3: Intent: This ordinance is not intended to impose, and shall not be construed or given effect in a manner that imposes, upon the city or any officer or employee thereof, a mandatory duty of care toward persons and property within or without the city so as to provide a basis of civil liability for damages, except as otherwise imposed by law.

Section 4: Affect: If any provision of this ordinance or application thereof to any person or circumstances is held invalid, such invalidity shall not affect other provisions or applications of the ordinance which can be given effect without the invalid provision or application, and to this end the provisions of this ordinance are severable. The city council hereby declares that it would have adopted this ordinance irrespective of the validity of any particular portion thereof. 1679890-1
Section 5: Effective Date and Publication: This Ordinance shall become effective 30 days after its final passage and adoption, provided it is published in a newspaper of general circulation at least fifteen (15) days prior to its effective date.

The foregoing Ordinance was introduced, and the title thereof read the regular meeting of the City Council of the City of Hughson held on January 23, 2023, and by a vote of the Council members present, further reading was waived.

On motion of councilperson _____, seconded by councilperson _______, the second reading of the foregoing ordinance was waived, and this ordinance was duly passed by the City Council of the Hughson City Council at a regular meeting thereof held on February 14, 2023, by the following vote:

AYES:

NOES:

ABSTENTIONS:

ABSENT:

GEORGE CARR, Mayor
ATTEST:

Ashton Gose, City Clerk
1679890-1
Attachment “A”
Article I. General

15.04.010 Purpose.

The purpose of this title is to provide for the administration and enforcement of the California Code of Regulations Title 24 codes, the technical codes, and other approved codes adopted by the city of Hughson as part of this title. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07- 08 § 1, 2007)

15.04.011 Scope.

The provisions of this title shall serve as the administrative, organizational and enforcement rules and regulations for the California Code of Regulations Title 24 which regulate site preparation and construction, alteration, moving, demolition, repair, use and occupancy of buildings, structures and building service equipment within the city. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.012 Compliance with title provisions required.

It shall be unlawful for any person to erect, construct, enlarge, alter, repair, move, improve, remove, convert, demolish, equip, use, occupy or maintain any building or structure in the city, or cause or permit or suffer the same to be done, in violation of this title or in violation of any of the provisions of the codes adopted hereunder. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.013 Cross-references to technical code.

The provisions of this chapter and the Title 24 codes contain cross-references to the provisions of the international codes, the uniform codes or other approved codes promulgated by industry authorities in order to facilitate reference and comparison to those provisions. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.014 Application to the city.

The name “city of Hughson” is inserted in any and all blank spaces provided in the California Building Code for the name of the city adopting such code, and wherever the word “city” as “jurisdiction” appears in the code or is otherwise used, it shall mean and refer to the city of Hughson. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007) 1679890-1

15.04.015 Unsafe buildings, structures and equipment.

Buildings, structures and equipment that are or hereafter become unsafe, unsanitary or deficient because of inadequate means of egress, inadequate light and ventilation, or which constitute a fire hazard, or are otherwise dangerous to human life or the public welfare, or that involve illegal or improper occupancy or inadequate maintenance, shall be deemed unsafe. A vacant structure that is not secured against entry shall be deemed unsafe.

All such unsafe buildings, structures or equipment are hereby declared to be public nuisances and shall be abated by repair, rehabilitation, demolition or removal in accordance with the authorities and procedures set forth in Chapter 1.17 HMC. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)
Article II. Organization and Enforcement

15.04.020 Powers and duties of building official.

A. The building official is hereby authorized and directed to enforce all the provisions of this code. For such purposes, the building official shall have the powers of a law enforcement officer.

B. The building official shall have the power to render interpretations of this code and to adopt and enforce rules and supplemental administrative regulations to clarify the application of its provisions. Such interpretations, rules and regulations shall be in conformance with the intent and purpose of this code.

C. The city hereby delegates the enforcement of building standards relating to fire and panic safety and other regulations of the State Fire Marshal as they relate to Group R, Division 3 dwellings, as described in Section 310.1 of Part 2 of the California Building Standards Code, to the chief building official of the city, or his or her authorized representative.

D. In accordance with prescribed procedures and with the approval of the appointing authority, the building official may appoint such number of technical officers and inspectors and other employees as shall be authorized from time to time. The building official may deputize such inspectors or employees as may be necessary to carry out the functions of the code enforcement agency.

E. Whenever any work is being done contrary to the provisions of this code, or other pertinent laws or ordinances implemented through the enforcement of this code, the building official may order the work stopped by notice in writing served on any persons engaged in the doing or causing of such work to be done, and any such persons shall forthwith stop such work until authorized by the building official to proceed with the work.

F. The building official has the authority and powers necessary to determine whether a violation of the code exists and the authority to take appropriate action to gain compliance with the provisions of this code and applicable state codes. These powers include the power to issue administrative citations, notice and orders, correction notices, stop work orders and civil 1679890-1
penalties and administrative fines authorized under Chapter 1.17 HMC. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.021 Right of entry.

When it is necessary to make an inspection to enforce the provisions of this code, or when the building official has reasonable cause to believe that there exists in a building or upon a premises a condition that is contrary to or in violation of this code that makes the building or premises unsafe, dangerous or hazardous, the building official may enter the building or premises at reasonable times to inspect or to perform the duties imposed by this code; provided, that if such building or premises be occupied that credentials be presented to the occupant and entry requested. If such building or premises be unoccupied, the building official shall first make a reasonable effort to locate the owner or other person having charge or control of the building or premises and request entry. If entry is refused, the building official shall have recourse to the remedies provided by law to secure entry. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.022 Occupancy violations.

Whenever any building or structure or equipment therein regulated by this code is being used contrary to the provisions of this code, the building official may order such use discontinued and the structure, or portion thereof, vacated by notice served on any person causing such use to be continued. Such person shall discontinue the use within the time prescribed by the building official after receipt of such notice to make the structure, or portion thereof, comply with the requirements of this code. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.023 Liability.

This code shall not be construed to relieve from or lessen the responsibility of any person owning, operating or controlling any building or structure for any damages to persons or property caused by defects, nor shall the code enforcement agency or its parent jurisdiction be held as assuming any such liability by reason of the inspections authorized by this code or any permits or certificates issued under this code. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.024 Modifications.

When there are practical difficulties involved in carrying out the provisions of this code, the building official may grant modifications for individual cases. The building official shall first find that a special individual reason makes the strict letter of this code impractical, and that the modification is in conformance with the intent and purpose of this code and that such modification does not lessen any fire-protection requirements or any degree of structural integrity. The details of any action granting modifications shall be recorded and entered in the files of the code enforcement agency. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07- 08 § 1, 2007)
1679890-1

15.04.025 Alternate materials, alternate design, and methods of construction.

The provisions of this code are not intended to prevent the use of any material, alternate design or method of construction not specifically prescribed by this code, provided any alternate has been approved and its use authorized by the building official.

The building official may approve any such alternate, provided the building official finds that the proposed design is satisfactory and complies with the provisions of this code and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in this code in suitability, strength, effectiveness, fire resistance, durability, safety and sanitation.

The building official shall require that sufficient evidence or proof be submitted to substantiate any claims that may be made regarding its use. The details of any action granting approval of an alternate shall be recorded and entered in the files of the code enforcement agency. (Ord. 13- 04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.026 Tests.

Whenever there is insufficient evidence of compliance with any of the provisions of this code or evidence that any material or construction does not conform to the requirements of this code, the building official may require tests as proof of compliance to be made at no expense to this jurisdiction.

Test methods shall be as specified by this code or by other recognized test standards. If there are no recognized and accepted test methods for the proposed alternate, the building official shall determine test procedures.

All tests shall be made by an approved agency. Reports of such tests shall be retained by the building official for the period required for the retention of public records. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.027 Cooperation of other officials and officers.

The building official may request, and shall receive, the assistance and cooperation of other officials of this jurisdiction so far as is required in the discharge of the duties required by this code or other pertinent law or ordinance. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.028 Violation – Penalties.

Any person who violates a provision of this code or fails to comply with any of the requirements thereof or who erects, constructs, enlarges, alters, repairs, moves, improves, removes, converts, demolishes, equips, uses, occupies or maintains any building or structure in violation of the approved construction documents or directive of the building official, or of a permit or certificate issued under the provisions of this code, shall be subject to penalties prescribed under Chapter 1679890-1

1.17 HMC which are in addition to all other legal remedies, civil or criminal, which may be pursued by the city. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007) Article III. Codes Adopted

15.04.030 Title 24 codes adopted.

A. Adoption of Part 1 – 2013 2022 California Building Standards Administrative Code. In book form, as published by the International Code Council as adopted and amended by the California Building Standards Commission, is hereby adopted as the city of Hughson building standards administrative code. A copy of said code is on file in the office of the building official of the city.

B. Adoption of Part 2 – 2013 2022 California Building Code. In book form, in two volumes as published by the International Code Council, together with Appendices Chapter G – FloodResistant Construction, Chapter H – Signs, Chapter I – Patio Covers, Chapter J – Grading, Chapter K – Central Valley Flood Protection Plan, and Chapter P – Emergency Housing, and subsequent additions and editions thereto as adopted and amended by the California Building Standards Commission, is hereby adopted as the city of Hughson building code. A copy of said code is on file in the office of the building official of the city.

C. Adoption of Part 2.5 – 2013 2022 California Residential Code. In book form, as amended in this title and including all the following appendices with the exception of Appendix AL-Permit Fees, and subsequent additions and editions thereto thereto: Appendix H – Patio Covers; Appendix J – Existing Building, as published by the International Code Council as adopted and amended by the California Building Standards Commission is hereby adopted as the city of Hughson residential code. A copy of said code is on file in the office of the building official of the city.

D. Adoption of Part 3 – 2013 2022 California Electrical Code including appendices. In book form, as published by the National Fire Protection Association as adopted and amended by the California Building Standards Commission, is hereby adopted as the city of Hughson electrical code. A copy of said code is on file in the office of the building official of the city.

E. Adoption of Part 4 – 2013 2022 California Mechanical Code. In book form as amended in this title and including all following appendices thereto: Appendix Chapter 1 – Administration with amendments; Appendix A – UMC Standard – Nos. 2-2, 6-2, and 6-5; Appendix B, as published by the International Association of Plumbing and Mechanical Officials as adopted and amended by the California Building Standards Commission, is hereby adopted as the city of Hughson mechanical code. A copy of said code is on file in the office of the building official of the city.

F. Adoption of Part 5 – 2013 2022 California Plumbing Code. In book form as amended in this title and including all the following appendices thereto: Appendix Chapter 1 – Administration with amendments; Appendix A; Appendix B; Appendix D; Appendix G; Appendix I; Appendix K, as published by the International Association of Plumbing and Mechanical Officials as adopted and amended by the California Building Standards Commission, is hereby adopted as 1679890-1
the city of Hughson plumbing code. A copy of said code is on file in the office of the building official of the city.

G. Adoption of Part 6 – 2013 2022 California Energy Code. In book form, as published by the International Code Council as adopted and amended by the California Building Standards Commission, is hereby adopted as the city of Hughson energy code. A copy of said code is on file in the office of the building official of the city.

H. Adoption of Part 8 – 2013 2022 California Historical Code. In book form, as amended by the Hughson Fire Protection District, and as published by the International Code Council as adopted and amended by the California Building Standards Commission, is hereby adopted as the city of Hughson historical code. A copy of said code is on file in the office of the building official of the city.

I. Adoption of Part 9 – 2013 2022 California Fire Code. In book form, as amended by the Hughson Fire Protection District and as published by the International Code Council as adopted and amended by the California Building Standards Commission, is hereby adopted as the city of Hughson fire code. A copy of said code is on file in the office of the building official of the city.

J. Adoption of Part 10 – 2013 2022 California Existing Building Code. In book form, as published by the International Code Council as adopted and amended by the California Building Standards Commission, is hereby adopted as the city of Hughson’s existing building code. A copy of said code is on file in the office of the building official of the city.

K. Adoption of Part 11 – 2013 2022 California Green Standards Code and the Tier 1 Provisions of Appendix A4. In book form, as published by the International Code Council as adopted and amended by the California Building Standards Commission, is hereby adopted as the city of Hughson green standards code. A copy of said code is on file in the office of the building official of the city.

L. Adoption of Part 12 – 2013 2022 California Referenced Standards Code. In book form, as published by the International Code Council as adopted and amended by the California Building Standards Commission, is hereby adopted as the city of Hughson referenced standards code. A copy of said code is on file in the office of the chief building official of the city. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)
M. Adoption of Uniform Housing Code 1997 Edition.

For the purpose of prescribing regulations governing the erection, construction, enlargement, alteration, repair, moving, removal, demolition, conversion, occupancy, equipment, use, height, area and maintenance of all buildings and structures within the City, the Uniform Housing Code, 1997 Edition Conference of Building Officials (Title 25 of the California Code of Regulations pursuant to Sections 17958, 17958.5, 17958.7, 17958.9 and 17959 of the California Health and Safety Code), published by the International Conference of Building, and subsequent additions and editions thereto, one copy of which is on file in the office of the City Clerk for public record and inspection, is hereby adopted by reference and made part of 1679890-1
this chapter as though set forth in this chapter in full, subject, however, to the amendments, additions and deletions set forth in this chapter, and said Code shall be known as the Housing Code of the City of Hughson.

N. Adoption of the Uniform Code for the Abatement of Dangerous Buildings 1997 Edition.

For the purpose of prescribing regulations governing the erection, construction, enlargement, alteration, repair, moving, removal, demolition, conversion, occupancy, equipment, use, height, area and maintenance of all buildings and structures within the City, the Uniform Code for Abatement of Dangerous Buildings, 1997 Edition, published by the International Conference of Building Officials, and subsequent additions and editions thereto, one copy of which is on file in the office of the City Clerk for public record and inspection, is hereby adopted by reference and made a part of this chapter as though set forth in this chapter in full, subject, however, to the amendments, additions and deletions set forth in this chapter, and said Code shall be known as the Dangerous Buildings Code for the City of Hughson.

Article IV. Permits

15.04.035 Permits required.

Any owner or authorized agent who intends to construct, enlarge, alter, repair, move, demolish, or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any electrical, gas, mechanical or plumbing system, the installation of which is regulated by this code, or to cause any such work to be done, shall first make application to the building official and obtain the required permit. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.036 Annual permit.

In lieu of an individual permit for each alternation to an already approved electrical, gas, mechanical or plumbing installation, the building official is authorized to issue an annual permit upon application therefor to any person, firm or corporation regularly employing one or more qualified tradespersons in the building, structure or on the premises owned or operated by the applicant for the permit.

The person to whom an annual permit is issued shall keep a detailed record of alterations made under such annual permit. The building official shall have access to such records at all times or such records shall be filed with the building official as designated. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.037 Work exempt from permit.

Exemptions from permit requirements of this code shall not be deemed to grant authorization for any work to be done in any manner in violation of the provisions of this code or any other laws or ordinances of this jurisdiction. Permits shall not be required for the following:

A. Building.

1. One-story detached accessory buildings used as tool and storage sheds, playhouses, and similar uses, provided the floor area does not exceed 120 square feet (11.15 m2).

2. Fences not over six seven feet (1,829 2,134mm) high. 1679890-1

3. Oil derricks.

4. Retaining walls that are not over four feet (1,219 mm) in height measured from the bottom of the footing to the top of the wall, unless supporting a surcharge or impounding Class I, II or III-A liquids.

5. Water tanks are supported directly upon grade if the capacity does not exceed 5,000 gallons (18,927 L) and the ratio of height to diameter or width does not exceed 2:1.

6. Sidewalks and driveways not more than 30 inches (762 mm) above adjacent grade and not over any basement or story below and are not part of an accessible route.

7. Painting, papering, tiling, carpeting, cabinets, countertops and similar finish work.

8. Temporary motion picture, television and theater stage sets and scenery.

9. Prefabricated swimming pools accessory to a Group R-3 occupancy that are less than 24 inches deep, do not exceed 5,000 gallons (18,927 L) and are installed entirely above ground.

10. Shade cloth structures constructed for nursery or agricultural purposes, not including service systems.

11. Swings or other playground equipment accessory to detached one- and two-family dwellings.

12. Window awnings supported by an exterior wall that do not project more than 54 inches (1,372 mm) from the exterior wall and do not require additional support of Group R-3 and U occupancies.

13. Non-fixed and moveable fixtures, cases, racks, counters and partitions not over five feet nine inches (1,753 mm) in height.

B. Electrical.

1. Repairs and Maintenance. Minor repair work, including the replacement of lamps or the connection of approved portable electrical equipment to approved permanently installed receptacles.

2. Radio and Television Transmitting Stations. The provisions of this code shall not apply to electrical equipment used for radio and television transmissions, but do apply to equipment and wiring for a power supply and the installation of towers and antennas.

3. Temporary Testing Systems. A permit shall not be required for the installation of any temporary system required for the testing or servicing of electrical equipment or apparatus.

C. Gas.
1679890-1

1. Portable heating appliance.

2. Replacement of any minor part that does not alter approval of equipment or make such equipment unsafe.

D. Mechanical.

1. Portable heating appliance.

2. Portable ventilation equipment.

3. Portable cooling equipment.

4. Steam, hot or chilled water piping within any heating or cooling equipment regulated by this code.

5. Replacement of any part that does not alter its approval or make it unsafe.

6. Portable evaporative cooler.

7. Self-contained refrigeration system containing 10 pounds (five kg) or less of refrigerant and actuated by motors of one horsepower (746 W) or less.

E. Plumbing.

1. The stopping of leaks in drains, water, soil, waste or vent pipe; provided, however, that if any concealed trap, drain pipe, water, soil, waste or vent pipe becomes defective and it becomes necessary to remove and replace the same with the new material, such work shall be considered as new work and a permit shall be obtained and inspection made as provided in this code.

2. The clearing of stoppages or the repairing of leaks in pipes, valves or fixtures and the removal and reinstallation of water closets, provided such repairs do not involve or require the replacement or rearrangement of valves, pipes or fixtures. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007. Formerly 15.04.036)

15.04.038 Emergency repairs.

Where equipment replacements and repairs must be performed in an emergency situation, the permit application shall be submitted within the next working day to the building official. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007. Formerly 15.04.037)

15.04.039 Repairs.

Application or notice to the building official is not required for ordinary repairs to structures, replacement of lamps or the connection of approved portable electrical equipment to approved permanently installed receptacles. Such repairs shall not include the cutting away of any wall, partition or portion thereof, the removal or cutting of any structural beam or load bearing support, or the removal or change of any required means of egress, or rearrangement of parts of a 1679890-1
structure affecting the egress requirements; nor shall ordinary repairs include addition to, alteration of, replacement or relocation of any standpipe, water supply, sewer, drainage, drain leader, gas, soil, waste, vent or similar piping, electric wiring or mechanical or other work affecting public health or general safety. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007. Formerly 15.04.038)

15.04.040 Public service agencies.

A permit shall not be required for the installation, alteration or repair of generation, transmission, distribution or metering or other related equipment that is under the ownership and control of public service agencies by established right. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007. Formerly 15.04.039)

15.04.041 Application for permit.

To obtain a permit, the applicant shall first file an application in writing on a form furnished by the department of building safety for that purpose. Every such application shall:

A. Identify and describe the work to be covered by the permit for which application is made.

B. Describe the land on which the proposed work is to be done by legal description, street address or similar description that will readily identify and definitely locate the proposed building or work.

C. Indicate the use or occupancy for which the proposed work is intended.

D. Be accompanied by plans, diagrams, computations and specifications and other data as required in this chapter.

E. State the valuation of the proposed work.

F. Be signed by the applicant, or the applicant’s authorized agent.

G. Give such other data and information as may be required by the building official. (Ord. 13- 04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007. Formerly 15.04.040)

15.04.042 Action on application.

The building official shall examine or cause to be examined applications for permits and amendments thereto within a reasonable time after filing. If the application or the construction documents do not conform to the required pertinent laws, the building official shall reject such application in writing, stating the reason(s) for rejection. If the building official is satisfied that the proposed work conforms to the requirements of this code and laws and ordinances applicable thereto, the building official shall issue a permit as soon as practicable. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007. Formerly 15.04.041)

15.04.043 Time limitation and expiration.

A. Permit Application. An application for which no permit is issued within 180 days 12 months following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official is authorized to extend the time for action by the applicant for a period not to exceed 180 days upon request by the applicant. A second extension not exceeding 180 days may be granted by the building official under the following conditions:

1. The applicant submits a written request for such extension showing justifiable cause; 1679890-1

2. There have been no changes to any of the governing codes under which the plans were originally submitted since the original date of application;

3. An administrative fee as established must be paid at the time the second extension is granted.

No further application extensions will be granted after a second extension.

B. Permit. Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site for such permit is suspended or abandoned for a period of 180 days after the time the work is commenced.

The building official may re-activate a permit which has become invalid (either expired or inactive), upon written request by the permit holder, under the following conditions:

1. The suspension or abandonment of work has not exceeded one year;

2. There have been no changes to any of the governing codes under which the permit was originally issued during the time since the permit became invalid;

3. An administrative fee as established must be paid at the time an extension is granted.

The building official is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each.

Any permit holder with an unexpired permit may submit a written request for an extension of the time within which work may commence under that permit. The building official may extend the time for action by for a period not exceeding 180 days if the request demonstrates circumstances are beyond the control of the permit holder. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007. Formerly 15.04.042)

15.04.044 Validity.

The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give the authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of this code or of any other ordinance of this jurisdiction. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007.

Formerly 15.04.043)

15.04.045 Suspension or revocation.

The building official is authorized to suspend or revoke a permit issued under the provisions of this code whenever the permit is issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any of the provisions of 1679890-1
this code. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007. Formerly

15.04.044)

15.04.046 Placement of permit.

The building permit or copy shall be kept on the site of the work until the completion of the project. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007. Formerly

15.04.045)
Article V. Construction Documents

15.04.050 Submittal documents.

Construction documents, statement of special inspections and other data shall be submitted in one or more sets with each permit application. The construction documents shall be prepared by a registered design professional. Where special conditions exist, the building official is authorized to require additional construction documents to be prepared by a registered design professional.

Exception: The building official may waive the submission of plans, calculations, construction inspection requirements and other data if it is found that the nature of the work applied for is such that reviewing of plans is not necessary to obtain compliance with this code. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.051 Information on construction documents.

Construction documents shall be dimensioned and drawn upon suitable material. Electronic media documents are permitted to be submitted when approved by the building official.

Construction documents shall be of sufficient clarity to indicate the location, nature and extent of the work proposed and show in detail that it will conform to the provisions of this code and relevant laws, ordinances, rules and regulations, as determined by the building official.

The construction documents shall show in sufficient detail the location, construction, size and character of all portions of the means of egress in compliance with the provisions of this code. In other than occupancies in Group R-2, R-3, and 1-1, the construction documents shall designate the number of occupants to be accommodated on every floor, and in all rooms and spaces.

Construction documents for all buildings shall describe the exterior wall envelope in sufficient detail to determine compliance with this code. The construction documents shall provide details of the wall envelope as required, including flashing, intersections with dissimilar materials, corners, end detail, control joints, intersections at roofs, eaves or parapets, means of drainage, water-resistive membrane and details around openings.

The construction documents shall include manufacturer’s installation instructions and provide supporting documentation that the proposed penetration and opening details described in the construction documents maintain the weather resistance of the exterior wall envelope. The supporting documentation shall fully describe the exterior wall system which was tested, where applicable, as well as the test procedure used. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)
1679890-1

15.04.052 Site plan.

The construction documents submitted with the application for permit shall be accompanied by a site plan showing to scale the size and location of new construction and existing structures on the site, distances from lot lines, the established street grades and the proposed finished grades and, as applicable, flood hazard areas, floodways, and design flood elevations; and it shall be drawn in accordance with an accurate boundary line survey. In the case of demolition, the site plan shall show construction to be demolished and the location and size of existing structures and construction that are to remain on the site or plot. The building official is authorized to waive or modify the requirements for a site plan when the application for a permit is for alteration or repair or when otherwise unwarranted. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07- 08 § 1, 2007)

15.04.053 Phased approval.

The building official is authorized to issue a permit for the construction of foundations or any other part of a building or structure before the construction documents for the whole building or structure have been submitted; provided, that adequate information and detailed statements have been filed complying with pertinent requirements of this code; and provided, that all fees as specified in the resolution adopted pursuant to HMC 15.04.065 are paid in full. The holder of such permit for the foundation or other parts of a building or structure shall proceed at the holder’s own risk with the building operation and without assurance that a permit for the entire structure will be granted. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.054 Design professional in responsible charge.

When it is required that documents be prepared by a registered design professional, the building official shall be authorized to require the owner to engage and designate on the building permit application a registered design professional who shall act as the registered design professional in responsible charge. If the circumstances require, the owner may designate a registered design professional in responsible charge who shall perform all of the duties required of the registered design professional in responsible charge. The building official shall be notified in writing by the owner if the registered design professional in responsible charge is changed or is unable to continue to perform the duties.

The registered design professional in responsible charge shall be responsible for reviewing and coordinating all submittal documents prepared by others, including deferred submittal items, for compatibility with the design of the building.

When structural observation is required by CBC Chapter 17, the statement of special inspections shall name the individuals or firms who are to perform structural observation and describe the stages of construction at which structural observation is to occur. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.055 Deferred submittals.

For the purposes of this section, deferred submittals are defined as those portions of the design that are not submitted at the time of the application and that are to be submitted to the building official within a specified period.
1679890-1
Deferral of any submittal items shall have prior approval of the building official. The registered design professional in responsible charge shall list the deferred submittals on the construction documents for review by the building official.

Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance to the design of the building. The deferred submittal items shall not be installed until their design and submittal documents have been approved by the building official. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.056 Amended construction documents.

Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in compliance with the approved construction documents shall be resubmitted for approval as an amended set of construction documents. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.057 Retention of construction documents.

One set of approved construction documents shall be retained by the building official for a period of not less than 180 days from the date of completion of the permitted work, or as required by state or local laws. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)
Article VI. Temporary Structures and Uses

15.04.060 General.

The building official is authorized to issue a permit for temporary structures and temporary uses.

Such permit shall be limited as to time of service but shall not be permitted for more than 180 days. The building official is authorized to grant extensions for demonstrated causes.

Temporary structures and uses shall conform to the structural strength, fire safety, means of egress, accessibility, light, ventilation and sanitary requirements of this code as necessary to ensure public health, safety and general welfare.

The building official is authorized to give permission to temporarily supply and use power in part of an electrical installation before such installation has been fully completed and the final certificate of completion has been issued. The part covered by the temporary certificate shall comply with the requirements specified for temporary lighting, heat or power in the California Electrical Code.

The building official is authorized to terminate such permit for temporary structure or use and to order the temporary structure or use to be discontinued. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)
1679890-1
Article VII. Fees

15.04.065 Fees established by city council resolution.

All fees required pursuant to Title 24 shall be paid in the amount established set forth in the schedule of fees established by resolution of the city council. (Ord. 13-04(B) § 1, 2014; Ord. 11- 03 § 1, 2011; Ord. 07-08 § 1, 2007)
Article VIII. Inspections

15.04.070 General.

Construction or work for which a permit is required shall be subject to inspection by the building official and all such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction.

Inspections presuming to give authority to violate or cancel the provisions of this code or of other ordinances of the jurisdiction shall not be valid. It shall be the duty of the permit applicant to cause the work to remain accessible and exposed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.071 Preliminary inspection.

Before issuing a permit, the building official is authorized to examine or cause to be examined buildings, structures and sites for which an application has been filed. A survey of the lot may be required by the building official to verify that the structure is located in accordance with the approved plans. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.072 Required inspections.

The building official, upon notification, shall make the inspections set forth in the following subsections:

A. Foundation and Footing Inspection. Footings and foundation inspections shall be made after excavations for footings are complete and any required reinforcing steel is in place. For concrete foundations, any required forms shall be in place prior to inspection. Materials for the foundation shall be on the job, except where concrete is ready mixed in accordance with ASTM C 94, the concrete need not be on the job.

B. Concrete Slab and Under-Floor Inspection. Concrete slab and under-floor inspections shall be made after in-slab or under-floor reinforcing steel and building service equipment, conduit, piping accessories and other ancillary equipment items are in place, but before any concrete is placed or floor sheathing installed, including the subfloor.

C. Lowest Floor Elevation. In floor hazard areas, upon placement of the lowest floor, including the basement, and prior to further vertical construction, the elevation certification required in CBC Section 1612.5 shall be submitted to the building official. 1679890-1
D. Frame Inspection. Framing inspections shall be made after the roof deck or sheathing, all framing, fire blocking and bracing are in place and pipes, chimneys and vents to be concealed are complete and the rough electrical, plumbing, heating wires, pipes and ducts are approved.

E. Lath or Gypsum Board Inspection. Lath and gypsum board inspections shall be made after lathing and gypsum board, interior and exterior, are in place, but before any plastering is applied or before gypsum board joints and fasteners are taped and finished.

Exception: Gypsum board that is not part of a fire-resistance-rated assembly or shear assembly.

F. Fire-Resistant Penetrations. Protection of joints and penetrations in fire-resistance-rated assemblies shall not be concealed from view until inspected and approved.

G. Energy Efficiency Inspections. Inspections shall be made to determine compliance with the California Energy Code and shall include, but not be limited to, inspections for: envelope insulation R and U values, fenestration U value, duct system R value, and HVAC and waterheating equipment efficiency.

H. CalGreen Tier 1 Inspections. Inspections shall be made to determine compliance with the California Green Building Standards Code and shall include both mandatory measures, as well as the Tier 1 measures of Appendix A4.

I. Other Inspections. In addition to the inspections specified above, the building official is authorized to make or require other inspections of any construction work to ascertain compliance with the provisions of this code and other laws that are enforced by the department of building safety.

J. Special Inspections. For special inspections, see CBC Chapter 17.

K. Final Inspection. The final inspection shall be made after all work required by the building permit is completed and all other specific requirements of the project are approved. (Ord. 13- 04(B) § 1, 2014; Ord. 11-03 § 1 , 2011; Ord. 07-08 § 1, 2007)

15.04.073 Inspection agencies.

The building official is authorized to accept reports of approved inspection agencies, provided such agencies satisfy the requirements as to qualifications and reliability. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007)

15.04.074 Inspection requests.

It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. The building official may require that every request for inspection be filed at least one working day before such inspection is desired.

Such request may be in writing or by telephone at the option of the building official. It shall be the duty of the permit holder to provide access to and means for inspection of such work that are required by this code. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007) 1679890-1

15.04.075 Approval required.

Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official. The building official, upon notification, shall make the requested inspections and shall either indicate that portion of the construction is satisfactory as completed, or shall notify the permit holder or his or her agent wherein the same fails to comply with this code. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the building official. (Ord. 13- 04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007) Article IX. Certificate of Occupancy

15.04.080 General.

A. Use and Occupancy. No building or structure shall be used or occupied, and no change in the existing occupancy classification of a building or structure or portion thereof shall be made, until the building official has issued a certificate of occupancy therefor as provided herein. U occupancies shall be exempt from the requirements of this section.

B. Certificate Issued. After the building official inspects the building or structure and finds no violations of the provisions of this code or other laws that are enforced by the department of building safety, the building official shall issue a certificate of occupancy that shall contain the following:

1. The building permit number.

2. The address of the building.

3. The name and address of the owner.

4. A description of that portion of the building for which the certificate is issued.

5. A statement that the described portion of the building has been inspected for compliance with the requirements of this code for the group and division of occupancy and the use for which the proposed occupancy is classified.

6. The name of the building official.

7. The edition of the code under which the permit was issued.

8. Any special stipulations and conditions of the building permit.

C. Temporary Certificate. The building official is authorized to issue a temporary certificate of occupancy before the completion of the entire work covered by the permit; provided, that such portion or portions shall be occupied safely. The building official shall set a time period during which the temporary certificate of occupancy is valid.

D. Revocation. The building official is authorized to, in writing, suspend or revoke a certificate of occupancy or completion issued under the provisions of this code whenever the certificate is issued in error, or on the basis of incorrect information supplied, or when it is determined that the 1679890-1
building or structure or portion thereof is in violation of any ordinance or regulation or any of the provisions of this code. (Ord. 13-04(B) § 1, 2014; Ord. 11-03 § 1, 2011; Ord. 07-08 § 1, 2007) Meeting Date: June 26, 2023
Subject: Approval to Award the City Council Chamber Awning Replacement Project to Pacific Canvas Co. at a Cost of
$5,757.13
Enclosures: Project Scope
Pacific Canvas Co. Proposal
Presented By: Jose Vasquez, Public Works Superintendent Approved By: _________________________
City Manager
Staff Recommendation:

Approve the award and installation of the City Council Chamber Awning Replacement Project to Pacific Canvas Co. at a cost of $5,757.13.

Background and Discussion:

On June 27, 2022, the Hughson City Council approved a project list for the American Rescue Plan Act (ARPA) funds that were received by the City of Hughson. The project list included upgrades to the Community Senior Center, drought-tolerant landscaping at City Hall, as well as other improvements at various city buildings including Public Works Corporation Yard and the Waste Water Treatment Plant.

The project for the replacement of the awning on the City Council Chamber door was not included on the project list as it was destroyed during the storms and high wind this last winter.

There is adequate funding available to replace the awning due to the original ARPA project list costing less than anticipated.

The scope of work for this project was advertised in the Hughson Chronicle, posted on the Modesto Plan Room, and on the City website. One proposal was received from Pacific Canvas Co. in the amount of $5,757.13.

CITY COUNCIL AGENDA ITEM NO. 6.1
SECTION 6: NEW BUSINESS
According to the Hughson Municipal Code 3.28.030, this public works of improvement project can be contracted for through a purchase order.

Fiscal Impact:

This improvement was not referenced in Resolution No. 2022-31, “Exhibit A, ARPA Projects Listing”, which was approved by the City Council on June 27, 2022; however, there is adequate ARPA funding available due to savings from other projects that have been completed.

If this item is approved, Finance will increase budget appropriations in Fund 380 (ARPA Fund) for the Fiscal Year 2022-23 in the amount of $5,757.13.

Project Description:

The City of Hughson is looking to re-cover the awnings on the west side of the City Hall building over the Council Chamber public entrance and the double window located to the left of the entrance. The City Hall is located at 7018 Pine St. Hughson, CA 95326.

Project Scope:
1) The contractor shall be responsible for removing and reinstalling the two frames involved in this renovation.
2) The contractor shall be responsible for repairing any damage, caused by them, to the framework while in their possession.
3) The contractor shall cover the frames with Weblon Coastline Plus 62” Harbor Green (2701), no exceptions. Material to frame attachment will be the same as existing. 4) The contractor shall Use Weblon white fabric to face the round marquee. A current City logo and the words “COUNCIL CHAMBERS” shall be printed on that surface, in a similar layout to the present awning. The City will supply the logo to the contractor.
5) The contractor shall be responsible for measuring the existing awnings for quoting purposes. 6) The contractor shall be responsible to provide all materials, labor and equipment needed to complete this scope.
7) The contractor understands that all “on-site” labor will be done at prevailing wage rates. The quote must reflect the most recent prevailing wage determination or as amended from time to time:
https://www.dir.ca.gov/oprl/dprewagedetermination.htm
8) The contractor shall be responsible for the proper disposal of any project waste. 9) The contractor shall be responsible for the protection of any materials or equipment left on site during non-working hours.
10) The contractor shall be responsible for any required building permits and inspections. Permit fees will be waived by the City.
11) The contractor is responsible for any required USA surveys. Any damage, because of not getting a survey, will be the contractor’s sole responsibility.
12) The contractor shall provide their DIR number, proof of insurance and W-9 per City requirements. 13) According to contracting law, the contractor shall provide payment and performance bonds on work totaling $25k or more.
14) There will be no mandatory bid walk.
15) Bids will be due on June 14th at 2:00 p.m. Any bids received after 2:00 will be deemed non-responsive and will not be considered. Turn bids in either by email or hard copy dropped off at the lobby of City Hall. Email address: [email protected]
16) If you have any questions, please contact Bill Newlin at 209-617-7850 or Jose Vasquez at 209-505-3049.

1. The winning bidder will be required to sign the City of Hughson’s standard construction contract. The standard contract form is located at the City of Hughson website. WWW.HUGHSON.ORG

2. If a traffic control plan is being asked for, the TCCP can be simple and straightforward.

3. Temporary closure to prevent public access at the end of the day is required.

4. Any permits required are to be applied for by the contractor at no cost.

5. If required, construction staking is the responsibility of the contractor to ensure that location and elevations of new items of construction satisfy the construction plans and/or site conditions.

6. See City contract form for insurance and indemnity requirements.

Required Contractor’s License(s): Under Public Contract Code section 3300 and Business and Professions Code section 7028.15(e), the City of Hughson requires that the contractor possess a valid contractor’s license, covering this type of work, at the time that the contract is awarded. Failure to possess the specified license will render the bid non-responsive and will bar the award of the contract to any bidder not possessing such license at the time of the award.

Required Contractor and Subcontractor DIR Registration: The City of Hughson will accept bids only from bidders that (along with all subcontractors listed) are currently registered and qualified to perform public work pursuant to Labor Code section 1725.5; provided, however, that if a bidder is a joint venture (Business & Professions Code § 7029.1) then City of Hughson may accept a non-complying bid provided that the bidder and all listed subcontractors are registered at the time the contract is awarded. Please provide a State issued Department of Industrial 10 Relations (DIR) registration number with the bid proposal. Information on registration with the DIR is available at:
https://efiling.dir.ca.gov/PWCR. This is a separate requirement from the Contractors State License Board licensing requirement.

Substitution of Securities: In accordance with Public Contract Code section 22300, substitution of eligible and equivalent securities for any moneys withheld to ensure performance under the contract for the work to be performed will be permitted at the request and expense of the successful bidder. Such equivalent securities must be deposited with City of Hughson or with a state or federally chartered bank as the escrow agent who will then pay such moneys to the contractor. Upon satisfactory completion of the contract, the securities will be returned to the contractor. Securities eligible for investment include those listed in Government Code section 16430, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by the contractor and City of Hughson. The contractor will be the beneficial owner of any securities used to secure its performance. Any escrow agreement will be substantially similar to the form set forth in Public Contract Code section 22300.

Labor Code Compliance: Any contract entered into pursuant to this Notice will incorporate the applicable provisions of the California Labor Code.

Prevailing Wage Laws: The successful bidder must comply with all prevailing wage laws applicable to the project, and related requirements contained in the contract documents. Copies of the general prevailing rates of per diem wages for each craft, classification, or type of worker needed to execute the contract, as determined by Director of the State of California Department of Industrial Relations, are on file at the City of Hughson, and may be obtained from the DIR website: http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Upon request, City of Hughson will make available copies to any interested party. Also, the successful bidder must post the applicable prevailing wage rates at the work site.

Payroll Records and Prevailing Wage Monitoring: This project is subject to prevailing wage compliance monitoring and enforcement by the Department of Industrial Relations. (Labor Code § 1771.4.). Each contractor and subcontractor must keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by the contractor or subcontractor in connection with the public work. These records must be certified and made available for inspection at all reasonable hours at the principal place of the contractor as required by Labor Code section 1776. In the case of state-funded public works projects, certified payroll reports must be provided to City of Hughson on a weekly basis.

Reservation of Rights: The City Board reserves the right to reject any or all bids, waive any irregularities in the bids, and to make an award or any rejection in what it alone considers to be in the best interest of the City.

Bid Protest Procedure: Any bid protest must be in writing and received by City at 7018 Pine Street, Hughson California, before 5:00 p.m. no later than two working days following bid posting of the informal bids received by the cutoff date and must strictly comply with the requirements set forth in this Bid Protest Procedure.

1. General. Only a bidder who has actually submitted a responsive bid proposal is eligible to submit a bid protest against another bidder. Subcontractors are not eligible to submit bid protests. A bidder may not rely on the bid protest submitted by another bidder but must timely pursue its own protest.

2. Protest Contents. The bid protest must contain a complete statement of the basis for the protest and all supporting documentation. Material submitted after the Bid Protest Deadline will not be considered. The protest must refer to the specific portion or portions of the Bid Form, Contract Documents, or bidding documents upon which the protest is based. The protest must include the name, address, email address, and telephone number of the person representing the protesting bidder if different from the protesting bidder.

3. Copy to Protested Bidder. A copy of the protest and all supporting documents must be concurrently transmitted by fax or by email, by or before the Bid Protest Deadline, to the protested bidder and any other bidder who has a reasonable prospect of receiving an award depending upon the outcome of the protest.

4. Response to Protest. The protested bidder may submit a written response to the protest, provided the response is received by City before 5:00 p.m., within two working days after the Bid Protest Deadline or after actual receipt of the bid protest, whichever is sooner (the “Response Deadline”). The response must include all supporting documentation.

Material submitted after the Response Deadline will not be considered. The response must include the name, address, email address, and telephone number of the person representing the protested bidder if different from the protested bidder.

5. Copy to Protesting Bidder. A copy of the response and all supporting documents must be concurrently transmitted by fax or by email, by or before the Response Deadline, to the protesting bidder and any other bidder who has a reasonable prospect of receiving an award depending upon the outcome of the protest.

6. City’s Decision. The scope of the bid protest considered by the City shall be limited to the issues set forth in the bid protest timely filed pursuant to this Policy. The City may take any action on the bid protest that is authorized by law, including adoption of City staff’s recommended determination of the bid protest, adoption of a determination different from that recommended by City staff, or the rejection of all bids without deciding the bid protest. The decision of the City on a bid protest shall be the final administrative action on the protest and shall exhaust the protesting bidder’s administrative remedies.

Exclusive Remedy. The procedure and time limits set forth in this Bid Protest Procedure are mandatory and are the bidder’s sole and exclusive remedy in the event of bid protest. A bidder’s failure to comply with these procedures will constitute a waiver of any right to further pursue a bid protest, including filing a Government Code Claim or initiation of legal proceedings.

8. Right to Award. The City Council reserves the right to award the Contract to the bidder it has determined to be the responsible bidder submitting the lowest responsive bid, and to issue a notice to proceed with the Work notwithstanding any pending or continuing challenge to its determination.

9. Rejection of All Bids. The filing of a bid protest shall not preclude the City from rejecting all bids. Rejecting all bids shall render a protest moot and terminate all protest proceedings.

Awning Rendering Awning Rendering Pacific Canvas Compan y
1466 N. Carpenter RoadModesto, CA 95351
P:

F:W:
(209) 578-3687(209) 578-3636www.pacificcanvas.com
Date: 5/31/2023
City of Hughson7018 Pine StreetHughson, CA 95326Bill Newlin(209) 617-7850 Billing Address:

Contact:

Phone Number:

Jobsite Address:

Contact:

Phone Number:

Council Chamber
Sales Representative: Kris Krause
1466 N. Carpenter Road
Modesto, CA 95351 Awning Quote Pacific Canvas Company P: F: W: (209) 578-3687 (209) 578-3636 www.pacificcanvas.com Date: 5/31/2023
Awning Quote
Weblon Coastline Plus 62" Harbor Green [2701]1" square tube aluminumSail White [2790]Harbor Green [2701] $3,691.43
$290.70$275.00
$1,500.00$5,757.13
Fabrication:

Sales Tax (7.875%):

Graphic:

Installation:

Total:

Fabric:

Frame:

Colors:
1 Traditional Traditional awning with fabric only
Dimensions: 6' 8"(W) x 1' 9"(H) x 4'(D), Sign band height: 11"Options: vertical top fabric, (Weblon Coastline Plus 62" Harbor Green [2701]), sign band joined with top fabric Sales Representative: Kris Krause
1 Traditional Traditional awning with fabric only
Dimensions: 20'(W) x 1' 9"(H) x 4'(D), Sign band height: 11"Options: vertical top fabric, (Weblon Coastline Plus 62" Harbor Green [2701]), sign band joined with top fabric 1 Round Marquee Round Marquee awning with fabric only
Dimensions: 8'(W) x 1' 9"(H) x 5'(D), Sign band height: 11"Options: vertical top fabric, (Weblon Coastline Plus 62" Harbor Green [2701]), sign band joined with top fabric ALL SALES ARE SUBJECT TO EACH OF THE FOLLOWING TERMS AND CONDITIONS.

DEPOSIT: All orders must be accompanied by a non-refundable 50% deposit.CANCELLATION: Orders received by seller are accepted with the understanding that they are not subject to cancellation.ORIGIN: All sales are made FOB Seller's location, unless otherwise specified.PRICES: Prices are subject to change without notice until a deposit has been received.DELIVERY: Delivery dates are approximate and not guaranteed unless otherwise specified on the face hereof. Partial shipments of complete orders will be made by Seller when ready and invoiced absent an agreement in writing to the contrary. Delay in delivery of any installments shall not relieve Purchaser of : a) its obligation to pay for any installments received prior to such delay and, b) its obligation to accept the remaining deliveries.DAMAGE IN USE OR STORAGE: Seller is not responsible for loss or damage to goods because of improper installation by Purchaser or use, or if improperly handled, maintained, stored or serviced.

COMPLIANCE WITH STATUTES: Seller agrees to comply with requirements of all applicable Federal, State and Local statutes and laws with respect to its operations.TAXES: If any taxes shall be levied by the Federal or any State or Local Government upon goods covered hereby or in respect to the production, manufacture, or sale thereof or upon transportation including freight charges thereon, the amount of such taxes shall be added to the purchase price specified herein and should be borne by Purchaser.PAYMENT: In the event Purchaser shall default in any payment due Seller hereunder, Seller shall be entitled to interest on all such unpaid amount at a rate equal to the lesser of: a) 1-1/2% per month or, b) the maximum rate permitted by law. In addition, Purchaser shall pay Seller all costs of collection on overdue accounts including but not limited to reasonable attorney's fees whether or not litigation should be commenced in aid thereof. Remittance must be made in U.S. funds.WAIVERS: A waiver of any of the terms hereof in a single instance shall not constitute a waiver in other instances nor shall a specific waiver with respect to any term constitute a waiver of any other term. A waiver to be binding on Seller must be in writing and signed by an officer of the Seller.WARRANTY: All goods sold hereunder are warranted to be free from defects in materials and workmanship for a period of one year from initial use but not exceed 18 months from date of shipment. Any modifications to goods sold by Purchaser shall fully nullify seller warranty.THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OR MERCHANTABILITY AND OF FITNESS FOR A PARTICULAR PURPOSE.Purchaser's sole and exclusive remedy against Seller for breach of any warranty hereunder is expressly limited to repair or replacement of defective material at Seller's option but in no event shall Seller's obligation exceed the total purchase price paid for the goods; Seller shall not be liable in any respect for a) any loss, personal injury, property damage or costs of repairs except personal injury or property damages caused solely by Seller's negligence, b) any special incidental or consequential damages of any kind even if Seller has been advised of the possibility of such damages, including but not limited to loss of revenue, loss of profits, failure to realize savings, or any liability of Purchaser to a third party, c) any damages (regardless of their nature) caused wholly or in part by the negligence of Purchaser or a third party or, d) any delay or failure to perform Seller's obligations hereunder due to any cause beyond its reasonable control.DAMAGE CLAIMS BY PURCHASER: All claims by Purchaser of damages regardless of their nature, shall be deemed to have been waived unless made in writing within one year of Purchaser's receipt of goods specified herein. In the event there are installment deliveries, Purchaser's claims must be made in writing within one year of Purchaser's receipt of the particular installment to which claim is applied.GOVERNING LAW: This contract shall be deemed for all purposes to have been made in the state of California and shall be governed by and construed in accordance with the laws of that state and it's state courts shall have exclusive jurisdiction over all controversies arising hereunder.ENTIRE AGREEMENT: Only the terms and conditions contained herein constitute the entire agreement between the parties and will govern transactions between Purchaser and Seller. No other terms and conditions that Purchaser may provide or offer are accepted.

Accepted by Purchaser:Purchaser Signature: Date: Purchaser Printed Name:

Hughson City CouncilJune 26, 2023

Hughson City Council
June 26, 2023