Agenda packet — Victorville City Council, December 16, 2025 (part 2 of 3)

Privately Owned Vehicle rate will be reimbursed on a per mile basis:

Rental Vehicle rates will be reimbursed using the state rates below based on incident position. *Class types in the Rent-A-Truck Rates section will be charged an additional $.20 per mile for all miles travelled.

Lodging, Meals, and Incidentals will be reimbursed at the rates below:

The de minimis administrative rate will be added to the total of approved reimbursements unless an agency specific rate is submitted:

Privately Owned Vehicle Rate
$0.70
Rent-A-Car Rates
Class Type Daily Weekly
Compact Sedan $42.12 $176.92
Mid-Size / Intermediate $42.12 $176.92
Standard Sedan $43.52 $182.78
Full Size Sedan $43.52 $182.78
Hybrid Electric Vehicle $52.45 $262.23
Plug-In Hybrid / Zero Emission $60.26 $301.29
Four Wheel Drive / Compact SUV $61.37 $306.87
Medium SUV $83.69 $418.46
Large SUV $117.17 $585.84
Compact Pickup Truck / 1/2-ton
Pickup Truck
$72.53 $334.77
Mini Van $61.37 $306.87
Rent-A-Truck Rates*
¾ Ton Pickup Truck w/Tow $94.85 $569.10
1-Ton Pickup $111.60 $669.53
Large Van $139.49 $697.43
Cargo Van $97.55 $487.74
15’ Cutaway Box Van w/Ramp $85.35 $426.78
16’ Box Truck $103.64 $518.22
24’ Box Truck $121.94 $609.67
26’ Box Truck $121.94 $609.67
14’ – 16’ Stake Bed $103.64 $518.22
20’ – 24’ Stake Bed $121.94 $609.67
Lodging Rate
$151.00
*Reimbursed up to a ceiling of 150%
Meal and Incidental Rates
Breakfast $19.00
Lunch $22.00
Dinner $32.00
Incidentals $5.00
De minimis Administrative Rate

15.00%

FIRE AND RESCUE BRANCH
3650 SCHRIEVER AVENUE, MATHER, CA 95655
(916) 845-8711 TELEPHONE (916) 845-8396 FAX
May 2025 CFAA Rate Letter
May 1, 2025

Page 3 of 3 ends

REQUIRED SIGNATURE:

Fire agency’s authorized representative MUST sign all required rates and forms in MARS, to the best of their knowledge and belief, and UNDER PENALTY OF PERJURY, the annual salary survey agreeing to comply with the terms and conditions of the Agreement, as well as the cooperator agency’s internal accounting and expense reimbursement standards. Fire agencies will be required to accept either the base rate(s), and/or the fire agency’s salary rates through the required signature process.

The CFAA requires each local fire agency to provide a yearly salary survey. If the California Governor’s Office of Emergency Services (Cal OES) does not receive a signed salary survey from your agency’s authorized representative indicating your agency’s rates, Cal OES will have no basis to process an invoice back to your agency for payment for any responses ordered and requested through the CFAA.

REVIEW:

Fire agencies will be required upon request to provide Cal OES supporting documentation used to establish rates and method of pay. Cal OES will request yearly samples from selected agencies for review by Cal OES and the Committee. Upon request, the fire agency will have thirty (30) calendar days to provide Cal OES with required information. This process does not supersede the Examination and Audit process as outlined in this Agreement.

For any questions regarding the updated annual rate letter or the Instructions for Completing the Cal OES Salary Survey in MARS, please contact the Fire and Rescue Branch support staff at (916) 845-8711 or by email at [email protected]. If you have questions regarding the management and oversight of the CFAA, please contact Deputy Chief Lori Lopez at [email protected].

Sincerely,

Lori Lopez
Deputy Chief of Administration
California Governor’s Office of Emergency Services
Fire and Rescue Branch

CITY OF VICTORVILLE

EXHIBIT B
EXHIBIT B, Page 61 of 61
State of California
California State Transportation Agency
Department of Transportation
Division of Construction
Labor Surcharge
and Equipment Rental Rates
(Cost of Equipment Ownership)
Effective April 1, 2025 through March 31, 2026

Table of Contents
Labor Surc harge ..................................................................................A Overtime and Multiple Shifts ................................................................C Delays ..................................................................................................D Daily Extra Work Bill ............................................................................D Attachments ..........................................................................................1 AIRCP Air Comp ressors ..................................................................................1 AIRDL Air Drills, Crawler .................................................................................1 AIRTO Air Tools ...............................................................................................1 ASDSP Asphalt Dike and S houlder Pavers ......................................................2 ASPAV Asphalt Pa vers .....................................................................................2 ASPWP Asphalt Windrow/Pickup Machines.......................................................3 AUGCL Augers, Craw ler Mounted .....................................................................3 AUGHZ Augers, Horizontal ................................................................................3 AUGTK Augers, Tr uck Mounted.........................................................................3 BITDT Bituminous Distributors ........................................................................4 BRMSW Brooms and Sw eeping Equipment........................................................4 BRUCP Brush Chipping and Shredding Machines ............................................4 COMHG Compactors, Hand Guided ...................................................................4 CONMX Concrete Mixers....................................................................................5 CONPM Concrete Pumps ...................................................................................5 CONSF Concrete S lipform Pavers .....................................................................5 CONVB Concrete Vibrators ................................................................................5 CRBEX Curb Extrus ion Machines......................................................................5 CRBSF Concrete Barrie r Slipform Pavers .........................................................5 ELGEN Electric Generator s and Light Plants ....................................................6 ELTOL Electric Powe red Hand Tools................................................................6 FKLFT Fork Lift Trucks ....................................................................................6 GRADR Graders .................................................................................................6 HAMMR Hammers, Demo lition and Pile .............................................................7 HCECL Hydraulic Cranes and Excavators, Crawler Mounted...........................8 HCESP Hydraulic Cranes and Excavators, Self Propelled................................12 HCETD Hydraulic Cranes and Excavators,Truck Mounted with Carrier.......... ..14 HCETG Hydraulic Cranes and Excava tor Truck MTD less Carrier ...................15 HYLFT Hydraulic Personnel Lifts and Aerial Work Platforms ..........................16 LDRCL Loaders, Crawler ..................................................................................16 LDRRT Loaders, Ru bber Tire ...........................................................................17 LEADS Leads, Pile Driving ...............................................................................20 NONOP Non-Operated Equipment (daily rates) ................................................21 PGDIA Pavement Grinders, Diamond Blade ....................................................22 PGT-C Pavement Grinders, Tungsten-Carbide Bits ........................................22 PUMWA Pumps, Water .......................................................................................23 ROL-2 Rollers, Tandem Steel Wheels ............................................................23 ROLRT Rollers, Rubber Tire, Self Propelled ....................................................24 ROTAM Roller-Tapping, Segmented, Sheepsfoot, Self Propelled ....................24 ROTAT Rollers-Tamping, Segmented, Sheepsfoot Towed...............................25 ROVIB Rollers, Vibratory, Self Propelled..........................................................25 S&CCL Shovels and Cranes, Crawler ...............................................................28 S&CTK Shovels and Cranes, Truck Mounted ...................................................28 SANBL Sand Blasting Equipment......................................................................28 SAWCH Saws, Chain and Earth Auger Attachment ...........................................29 SAWCO Saws, Concrete and Masonry...............................................................29 SCRSP Scrapers, Se lf Propelled .......................................................................29 TRACC Tractors, Crawler...................................................................................30 TRACH Tractors, Heavy ....................................................................................31 TRACS
Tractors R, ubber Tire, Industrial, Farm and Skid Steer .......................32 TRAFA Traffic Control and Safety Devices (hourly rates).................................32 TRAFC Traffic Control and Safety Devices (daily rat es) ...................................32 TRAIL Trailers Equ, ipment, Low Bed...............................................................33 TRAIT Trailers Equ, ipment, Tilt Bed.................................................................33 TRENC Trenching Machines..............................................................................33 TRUCK Truck, Truck Trailers, EXCL Dump Trucks and EQPT Trail.................34 TRUOF Trucks, Off Highway..............................................................................34 TRUON Trucks, Dump, On-highway ..................................................................35 WELD Welding Equipment...............................................................................35

THIS PAGE LEFT INTENTIONALLY BLANK

FOR DOUBLE-SIDED PRINTING

USER'S GUIDE

FOR LABOR SURCHARGE AND EQUIPMENT RENTAL RATES
April 1, 2025 - March 31, 2026
Equipment Rental Rates are available on the Internet at:
http://www.dot.ca.gov/programs/construction/equipment-rental-rates-and-labor-surcharge Miscellaneous Equipment Rental Rates are available on the Internet at:
https://www.dot.ca.gov/programs/construction/equipment-rental-rates-and-labor-surcharge The miscellaneous listing is updated daily.

Changes
Books are no longer available in hard copy and should be downloaded from the internet and printed.

Changes to the equipment rates in the April 1, 2025 book are the result of: 1) fuel costs decreased; 2) interest rates deccreased; 3) Producers' Price Index increased; 4) increase in sales tax; and 5) no change in freight (F.O.B.) rates.

Labor Surcharge
The labor surcharge compensates the contractor for statutory payroll items stipulated by various governmental agencies. The six items included are worker’s compensatio n, soc ial security, Medicare, Federal unemployme nt insurance , State unemployme nt insuran ce, and St ate training taxes. The general rate is an average of the job classifications common to Caltrans projects. The labor surcharges in the April 1, 2025 book are the result of some changes in worker's compensation rates. The rates were derived from using the pure premium rate approved by the Insurance Commissioner effective September 1, 2024 and increasing it by the historical statewide average expense. In the calculation of the labor surcharge for overtime work, the worker's compensation is not included on the premium portion of overtime, as provided by worker's compensation regulations.

The surcharge percentage to be applied to the actual wages paid as provided in Section 9-1.04B [9-1.03A(1b)] of the Standard Specifications will be 10 percent for regular time (RT) and 10 percent for overtime (OT).

Exceptions to the general rate are listed below. These classifications were chosen because of high worker’s compensation insurance costs. Forward questions, regarding worker’s compensation rating and proper labor surcharge usage, to the rental rate personnel in the Division of Construction.

EXCEPTIONS
Type of Work Performed Labor Surcharge Percent
RT OT
Concrete Construction - Bridge.......................................................................... 10 10 Drilling ................................................................................................................ 13 12 Fence & Guardrail Construction ......................................................................... 10 10 Erection of structural metal for metal bridges, excluding sign bridge ............... 12 12 Landscape Gardener ........................................................................................... 10 10 Mobil Crane & Hoist Service............................................................................. 12 12 Painting Steel Structures or Bridges ................................................................... 12 12 Pile Driving, not including drilled, cast-in-place concrete piles ........................ 13 12 Sign Erection or Repair ..................................................................................... 15 14 Wrecking & Demolition ..................................................................................... 11 11 An appropriate labor surcharge will be established by the Division of Construction for work that is determined by the resident engineer to be covered by Longshoreman and Harbor Worker’s Act.

B
Background
By the authorit
y described in Section 9-1.04 [9-1.03A] of the Standard Specifications, compensation for work paid by force account is determined to be the total of the direct equipment costs (rental rate) plus a 15 percent markup for all overhead not included as direct costs. The direct costs include fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance, depreciation, storage, cost of facilities capital, overhaul and all incidentals. The labor costs required to provide the above listed items are also included. The operator cost is not included in the equipment rate.

The calculated rate represents the cost of own ing and operating the equipment, which is likely to be lower than the rate charged by a rental yard. The rental yard rate may include additional overhead and profit as well as a premium for short-term rentals. In certain situations, factors are applied to the calculated rates to provide ownership-only rates for delay situations or operating-only rates for overtime situations. The rates are calculated using factors for the direct cost items described above.

The factors represent an average and are applied to all makes and models of equipment within the class. All rates are hourly, unless stated otherwise.

Overtime and
Multiple Shifts
Certain equipment
costs are fixed on an annual basis, no matter how many hours are worked. Once an estimate of the costs and hours of use is made, a rate can be determined. When more than the estimated number of hours are worked (Overtime or Multiple Shift), a duplication of payment occurs on the fixed cost portion of the equipment rate.

In order to avoid this duplication, Caltrans uses a reduced rate for the Overtime or Multiple Shift situations. The definition of Overtime or Multiple Shift periods is:

Overtime hou
rs occur after the equipment has worked at force account, eight hours per day (or after the daily equivalent of forty hours per week for special work schedules - 4/10 or 9/80).

Multiple shift hours will be paid at the same rate as overtime hours.

The hours shown on th
e Daily Extra Work Bill will determine when the Overtime and Multiple Shift is to be used. When the hours worked on force account are eight or less, straight time rates will be used. When the hours worked on force account are more than eight, Overtime and Multiple Shifts rates will be used. Saturday, Sunday or holiday work will be paid at the overtime r ate except in those cases where these days are considered working days in the special provisions.

Be advised the c
omputed overtime rates are no longer rounded and now equal the product of the straight time rate and overtime factor. The Overtime and Multiple Shift Factors are recalculated annually to reflect changes in the operating costs.

C
Delays
As describe
d in Section 8-1.07C [8-1.09] of the Standard Specifications, the Delay Factor may be applied to the equipment rental rate. The Delay Factor may be the basis for compensation for idle equipment time on an excusable delay. The factor has been calculated to include the ownership costs without including operating costs. The Delay Factor recovers all the contractor's non-operating costs in an eight-hour day. If payment is made for equipment on an excusable delay , it is limited to eight hours per day or forty hours per week maximum.

The NONO
P class for non-operated items and the TRAFC class for traffic safety devices have been separated from traditi onal "rolling stock" equipment when calculating the Delay Factor. These classes are comprised of items whose depreciable lives are related to the number of uses per year, rather than the number of hours per year. Accordingly, the reasonable compensation for the contractor's actual loss has been estimated to equal the cost of facilities capital. It should be recognized that these items must be out of service before the Delay Factor is applied. For example, if work behind K-rail is delayed, the K-rail should be paid straight time until it is no longer controlling traffic.

Any use
of this factor must have the prior approval of the resident engineer. The Delay Factor is recalculated annually to reflect changes in the operating costs.

Use of Dai
ly Extra Work Bill
Identificatio
n codes and rates are intended to be used with the Department’s Internet change order billing system. The class is abbreviated using a 5-digit alpha-code, the make (manufacturer), a 4- digit alpha-code, and the code a 7-digit alpha -numeric code. All three codes must be used to define the equipment when using the automated pay system. Since the majority of items are described by per hour rates, each line has an entry for hours with an allowable maximum of 24. Special items with other than ho urly rates should be appropriately checked and then entered in the Regular Hours column. For example, 50 Traffic Cones used 3 days (converts to 1.5, 100-cone-days) requires 1.5 be entered in the Regular Hours column. Note that any entry in the Delay Factor column will automatically apply the Delay Factor to every equipment entry on the current report.

Whenever an identification code cannot be found or the rate for a particular date of work performed is not available, updated information should be requested from the resident engineer. It is the resident engineer's responsibility to establish rates for equipment not found in the Labor Surcharge and Equipment Rental Rates publication. Support for this determination is available from both District and Headquarters Construction Offices. Rates are regularly superseded during contract periods, so avoid the use of old publications or expired rates.

The equip
ment is presented with a standard configuration capable of performing work commonly encountered on Caltrans projects. Special attachments or accessories are described under the classification heading in the Labor Surcharge and Equipment Rental Rates publication. Attachments other than those described by these remarks will be paid only upon direction of the res ident engineer.

D
1 ATTACHMENTS AIR COMPRESSOR

AIR DRILLS, CRAWLER

AIR TOOLS
TRACTOR ATTACHMENTS -including power control units and accessories necessary to provide a functional attachment. Dozer blades are included in the standard configuration for both crawler and heavy, rubber tire tractors.

Rippers are listed from R1 to R8 and Winches for logging or towing are listed from S1 to S5. Equipment model groups are as follows:

1. Case 300 Thru 800 Series, Cat D-2 thru D-4, Deere 400 & 450, Dresser TD-7, TD-8 and TD-9, Fiat-Allis FD-5 Thru FD-7, Komatsu D21E Thru D37P, Liebherr PR711 & PR721.

2. Case 1150, Cat D-5, Deere 750, Dresser TD-12, Fiat-Allis FD9 & 10, Komatsu D58P, Liebherr PR731.

3. Case 1450 and 1550, Cat D-6, Deere 850, Dresser TD-15, Komatsu D63PE Thru D68P, Liebherr PR741.

4. Cat D-7 & 814, Dresser TD-20, Fiat-Allis 14 & FD14, Komatsu D83P, Terex 82-30

5. Cat D-8 & 824, Dresser TD-25, Fiat-Allis FD20 Komatsu D135A, Terex 82-40 Michigan 280, Raygo CHD 17 & CD-500.

6. Cat D-9 & 834, Fiat-Allis FD30, Raygo CHD 24 & CD 800.

7. Cat D-10, Dresser TD-40, Fiat-Allis FD40, Komatsu 375, Michigan 380, Raygo CDH 30.

8. Cat D-11, Fiat-Allis FD50, Komatsu 475
All types of self contained units, regardless of power (gas, diesel and lpg) or type of compression (reciprocating, screw and vane). The listed rates include

15.2 meters (50 lineal feet) of hose, all hose whips, fittings, couplings and any compressor attachments. Listed in accordance with mfr's rated capacity in liters per second (cubic feet per minute) at 7 bar (100 psi).

All types, pneumatically propelled, including attachments. Expendable carbon drill steel, bits and shanks shall be paid by separate invoice. Rated in accordance with the cylinder bore diameter in millimeters(inches).

All types including paving breakers, clay spades and diggers, sinker rock drills, trench diggers, sheeting/spike drivers, backfill tampers and hand held grinding tools. Expendable drill steel, bits and breakers points, grinding wheels and shanks shall be paid by separate invoice. Rated by tool weight in kilograms (pounds), determined in accordance with the mfr's specifications. [ AIRCP ]
[ AIRDL ]
[ AIRTO ]
DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.88 DELAY FACTOR = 0.48 OVERTIME FACTOR = 0.56 DELAY FACTOR = 0.62 OVERTIME FACTOR = 0.40

PORTABLE

CRAWLER DRILLS

AIR TOOLS
Model

OVER TO

OVER TO
[ PORT ]
[ CLR ]
[ ATOL ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Clam action bucket 1 CY & Less
Clam action Over 1 CY to 2 CY
Clam action Over 2 CY to 3.5 CY
Clam action Over 3.5 CY to 5 CY
Clam action bucket Over 5 CY
Ripper on No. 1 models
Ripper on No. 2 models
Ripper on No. 3 models
Ripper on No. 4 models
Ripper on No. 5 models
Ripper on No. 6 models
Ripper on No. 7 models
Ripper on No. 8 models
Winch on No. 1 models
Winch on No. 2 models
Winch on No. 3 models
Winch on No. 4 models
Winch on No. 5 models
Lift gate
Pump, water truck only
Winch, truck
Gas welding hose per 15.2 m (50 lf)
Elec welding lead per 30.5 m (100 lf)
0 19 (40)
19 (40) 76 (160)
76 (160) 118 (250)
118 (250) 212 (450)
212 (450) 354 (750)
354 (750) 566 (1200)
566 (1200) 708 (1500)
0 100 (4)
100 (4) & Over
0 4.5 (10)

4.5 (10) 9.1 (20)

9.1 (20) 13.6 (30)

13.6 (30) 18.1 (40)

18.1 (40) 27.2 (60)

27.2 (60) & Over
C1
C2
C3
C4
C5
R1
R2
R3
R4
R5
R6
R7
R8
S1
S2
S3
S4
S5
TG
TP
TW
WH
WL
000-004
004-016
016-025
025-045
045-075
075-120
120-150
0-4
5 0-10
10-20
20-30
30-40
40-60
60 $5.57
$9.79
$14.18
$20.21
$27.94
$3.36
$4.39
$7.32
$8.27
$13.56
$21.44
$24.87
$41.47
$3.98
$5.94
$7.86
$10.09
$17.68
$1.15
$7.90
$0.42
$0.02
$0.24
$6.49
$24.14
$26.18
$45.60
$75.35
$110.14
$143.41
$34.11
$34.94
$0.52
$0.57
$1.03
$1.20
$1.30
$1.84

EQUIPMENT RENTAL RATE
NOTE--THE FOLLOWING RATES ARE IN EFFECT FROM APRIL 1, 2025 THROUGH MARCH 31, 2026 2 ASPHALT DIKE & SHOULDER PAVERS

ASPHALT PAVERS
Includes all attachments, accessories and automatic grade and line control.

Includes all attachments, accessories and automatic grade and line control. [ ASDSP ]
[ ASPAV ]
DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.92 DELAY FACTOR = 0.16 OVERTIME FACTOR = 0.87 A.C. DIKE COMPANY

ASPHALT PAVING COMPANY

BLAW-KNOX
DELTA

BARBER-GREENE

BLAW-KNOX

CATERPILLAR

CEDAR RAPIDS
LAYTON
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ ACDC ]
[ APCO ]
[ B-K ]
[ DLTA ]
[ B-G ]
[ B-K ]
[ CAT ]
[ CEDR ]
[ LYTN ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
No. 1
No. 2
Nos. 43, 44
E-1
E-2, E3
RW-35 / 38
RW-85
RW-95
RW-100
RW-195D
DC-1
BG 220
BG 225
BG 240
BG 245
BG 260
BG 260B
BG 265
RT 435, 4wd
RT 445, 4wd
RT 455, 4wd
RT 455, 4wd, 10-20' screed
RT 465, 4wd
SA 125
SB 131
SB 140
SA 141
SA 145
SA 150
SB 170
PF-22
PF-35
PF-115
PF-120H
PF-171
PF-180
PF-180H
PF-200
PF-200, 18' screed
PF-220
PF-400A
PF-500
PF-500, 18' screed
PF-510, 18' screed
PF-3172, 18' screed
PF-3200
PF-5510
AP-200
AP-800
AP-1050
AP-1000
AP-1000 4wd
AP-1055B
AP-1055D
AP-1200
BSF-2H
BSF-3R
CR-351
CR-351 4wd
CR-361R (RUBBER TRACK)
CR-431
CR-551
CR-461
CR-561
F-525
D-550
H-500B
4050
4052
4054
4000
4002
4075
4077
4079
4081
4083
4095
0805
0810
0815
0820
0825
0826
0830
0905
0925
0945
0955
0965
1419E
1420
1425
1430
1432
1435
1440
1490
1550
1750
2010
2090
2100
2204
2250
2252
2300
2350
2404
2406
2407
2408
2410
2415
2420
2430
2431
2435
2436
2438
2438D
2440
2550
2600
2668A
2668B
2668R
2669
2670
2672
2674
2680
2682
2684
$100.92
$75.49
$94.32
$128.77
$231.42
$87.91
$50.44
$80.50
$128.73
$179.13
$177.81
$108.15
$115.99
$128.23
$138.50
$168.63
$209.65
$186.88
$138.29
$131.54
$129.50
$133.44
$174.83
$104.03
$128.48
$161.38
$111.84
$135.78
$173.53
$180.05
$49.21
$88.62
$132.71
$125.10
$185.58
$90.06
$195.75
$198.01
$201.06
$203.18
$173.57
$220.11
$223.37
$229.08
$187.01
$255.94
$268.37
$57.60
$138.14
$213.23
$209.38
$215.70
$263.11
$335.21
$179.15
$117.75
$132.50
$180.25
$185.28
$215.79
$152.78
$242.34
$240.10
$252.83
$27.98
$30.60
$7.53
3 ASPHALT WINDROW PICKUP MACHINE

AUGERS, CRAWLER MOUNTED

AUGERS, HORIZONTAL

AUGERS, TRUCK MOUNTED
Includes all attachments and accessories.

Includes carrier, attachments and accessories with up to 6.1 meters(20 feet) of auger flights. Consumable bits or tips to be paid by separate invoice.

Includes all attachments and accessories with up to 9.1 meters(30 feet) of auger flight, track and/or pipe pusher. Consumable bits or tips shall be paid by separate invoice. Power unit is included.

Includes truck/carrier, all attachments and accessories with up to 6.1 meters(20 feet) of auger flight. Consumable bits or tips shall be paid by separate invoice. [ ASPWP ]
[ AUGCL ]
[ AUGHZ ]
[ AUGTK ]
DELAY FACTOR = 0.07 OVERTIME FACTOR = 0.95 DELAY FACTOR = 0.27 OVERTIME FACTOR = 0.75 DELAY FACTOR = 0.26 OVERTIME FACTOR = 0.76 DELAY FACTOR = 0.21 OVERTIME FACTOR = 0.81 ATHEY

BARBER-GREENE

CATERPILLAR

CLARK'S WELDING COMPANY
C.M.I.

BAYSHORE
TEXOMA
WATSON

AKKERMAN

AMERICAN AUGER

BORZALL

DITCH WITCH

ATLANTIC

CALWELD
HUGHES
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ ATHY ]
[ B-G ]
[ CAT ]
[ CLAR ]
[ CMI ]
[ BYSH ]
[ TXMA ]
[ WATS ]
[ AKMN ]
[ AMAU ]
[ BORZ ]
[ D-W ]
[ ATLN ]
[ CALW ]
[ HUGH ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
7-11
BG-610H
WE-601B
500
601
Lincoln 660
851
8400 TD limited access
TAURUS
700CL
2000CM
2500CM
3000CM
3100CM
360
420 series 1250
36-350
2300-10
4265-10
2510
LDH-80
LDH-100
LLDH-80
LLDH-120
150-A
200
4500LH
EZ 112
EZ 120
LDH-100
LDH-80
LLDH-120
LLDH-80
5000
5100
5200
5300
5304
5305
5405
1500
2010
2100
2500
2505
2510
2515
5000
5002
5014
5040
5042
5040
5000
5005
5010
5015
5050
5052
5054
5070
5071
5072
5074
5076
5078
$124.03
$82.42
$94.59
$71.90
$68.94
$125.70
$119.77
$141.11
$288.87
$162.75
$128.37
$196.63
$223.09
$230.64
$123.27
$126.34
$36.16
$12.80
$17.91
$55.06
$204.43
$173.71
$221.40
$235.25
$123.89
$145.01
$243.54
$74.92
$84.60
$134.58
$132.96
$194.65
$181.26
4 BITUMINOUS DISTRIBUTORS

BROOMS & SWEEPING EQUIPMENT

BRUSH CHIPPING & SHREDDING

MACHINES

COMPACTORS, HAND GUIDED
Includes all equipment for handling bituminous materials under pressure.

Includes pumps, spray bars and other attachments and accessories.

Includes all attachments and accessories with brooms of any type. Includes broom wear.

Includes all attachments, accessories and power unit. Rated in accordance with the cutter head width in millimeters(inches)
Includes pan, vibrating plate, rammer and jumping jack type compactors(gas or diesel). Includes all attachments and accessories. Listed in accordance with the weight in kilograms(pounds)
[ BITDT ]
[ BRMSW ]
[ BRUCP ]
[ COMHG ]
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.88 DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.87 DELAY FACTOR = 0.07 OVERTIME FACTOR = 0.94 DELAY FACTOR = 0.18 OVERTIME FACTOR = 0.83 P.D.E.

TEXOMA
WATSON

TRAILER MOUNTED

TRUCK MOUNTED

BROOMS - MOUNTED & TOWED

BROOMS - SELF PROPELLED

SWEEPERS - SELF PROPELLED,

PICK UP

BRUSH CHIP & SHRED

COMPACTORS
Does not include towing unit. Capacity rated in liters (U.S. gallons).

Including truck. Capacity rated in liters (U.S. gallons).

Includes traction, PTO or engine driven.

Rated in accordance with hopper size in cubic meters (cubic yards).

Model
Model
Model

OVER TO

OVER TO
Model
Model

OVER TO

OVER TO
[ PDE ]
[ TXMA ]
[ WATS ]
[ TLMD ]
[ TRMD ]
[ MTTD ]
[ SFPR ]
[ SWSP ]
[ BCSM ]
[ COMP ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
M -100
M-400 with hammer
Economatic 115
Super Economatic
80 270
330
330 with hammer
500 with hammer
600
700
1000
2000
3000
0 1136 (300)
0 3028 (800)
3028 (800) 5299 (1400)
5299 (1400) 6831 (1800)
6831 (1800) 11355 (3000)
11355 (3000) 15140 (4000)
ALL
ALL
0 2.3 (3.0)

2.3 (3.0) 4.6 (6.0)

4.6 (6.0) 6.9 (9.0)
0 230 (9)
230 (9) 300 (12)
300 (12) 405 (16)
0 113 (250)
113 (250) & Higher
5084
5085
5087
5089
5090
5093
5095
5095B
5096B
5097
5099
6010
6012
6014
0-300
00-08
08-14
14-18
18-30
30-40
ALL
ALL
0-3
3-6
6-9
00-09
09-12
12-16
0-250
250
$58.94
$41.80
$123.10
$126.52
$157.42
$123.47
$129.92
$144.54
$146.48
$152.20
$229.07
$110.49
$190.84
$207.03
$9.53
$95.61
$119.18
$122.06
$124.49
$129.65
$40.80
$59.27
$136.56
$181.30
$213.01
$41.14
$64.43
$63.40
$5.36
$12.79
5 CONCRETE MIXERS

CONCRETE PUMPS

CONCRETE SLIPFORM PAVERS

CONCRETE VIBRATORS

CURB EXTRUSION MACHINES

CONCRETE BARRIER SLIPFORM
PAVERS
Includes truck/carrier or self powered trailer mounted units. Including attachments, accessories and hoses.

Includes all attachments and accessories. Detached, independently powered finished bridges or spray/tyne machines are not included.

Includes all attachments and accessories. Includes vibrator motor but independent power, whether air or electric, shall be paid as a separate item.

Self propelled for asphalt or concrete curb and gutter section. Includes attachments, accessories and molds. Rated by Mfr's maximum width recommendations in millimeters (inches).

Includes all attachments, accessories and barrier or curb molds. [ CONMX ]
[ CONPM ]
[ CONSF ]
[ CONVB ]
[ CRBEX ]
[ CRBSF ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90 DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.87 DELAY FACTOR = 0.18 OVERTIME FACTOR = 0.85 DELAY FACTOR = 0.33 OVERTIME FACTOR = 0.69 DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.82 DELAY FACTOR = 0.20 OVERTIME FACTOR = 0.84

STATIONARY OR PORTABLE

TRANSIT MIX
ELBA
MAYCO

SCHWING

THOMSEN
C.M.I.

GOMACO

CONCRETE VIBRATORS

CURB EXTRUSION MACHINE
C.M.I.

CURBMASTER
Rated by Mfr's capacity in cubic meters (sacks or cubic feet).

PTO type, including carrier. Rated by Mfr's capacity in cubic meters (cubic yards).

OVER TO

OVER TO
Model
Model
Model
Model
Model
Model
Model

OVER TO
Model
Model
[ SORP ]
[ TRMX ]
[ ELBA ]
[ MACO ]
[ SHWG ]
[ THOM ]
[ CMI ]
[ GOMA ]
[ CVIB ]
[ CEM ]
[ CMI ]
[ CURB ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
0 0.10 (3.5)

0.10 (3.5) 0.17 (6.0)

0.17 (6.0) 0.31 (11)

0.31 (11) 0.45 (16)

6.4 (9) 7.6 (10)

7.6 (10) 9.2 (12)
K-8020
C-30HD
LST-30/60S
BPA-1000
WP-1000X
WP-1250X
900-1200 w/28 m boom
900-1200 w/32 m boom
BPL 1200 w/36 m boom
A-3.75 w/ mixer
A-7
11 pump w/28 m boom
12 pump w/32 m boom
14 pump w/36 m boom
SF-250
SF-350 series 2
SF-550
GP-2000
GP-2500
GP-3500
Each Vibrating Head
0 460 (18)
460 (18) & Over
SF-175
CMT-800
0-3.5

03.5-6
06-11
11-16
09-10
10-12
1000
1020
1024
1050
1052
1054
1055
1057
1058
1070
1072
1078
1082
1084
2002
2004
2006
2020
2022
2024
EVHD
0-18
18 PLUS
3000
3020
$2.93
$4.26
$5.48
$7.77
$201.47
$201.88
$119.72
$22.40
$37.70
$42.37
$59.25
$76.96
$112.00
$133.59
$142.94
$29.73
$26.88
$139.44
$147.14
$196.61
$191.93
$298.46
$405.84
$195.75
$221.44
$311.23
$1.34
$44.17
$127.54
$140.70
$85.70
6 ELECTRIC GENERATORS & LIGHT
PLANTS

ELECTRIC POWERED HAND TOOLS

FORK LIFT TRUCKS

GRADERS
Rates are for gas or diesel power and alternating or direct current.

Includes electric powered, hand held tools not listed elsewhere in this book.

Expendable bits, blades, discs, wheels, etc. shall be paid by separate invoice.

Rated in accordance with Mfr's suggested retail price.

Includes attachments and accessories. Listed in accordance with the Mfr's maximum rated capacity in kilograms(pounds).

Includes ripper and scarifier attachments and all accessories. Electronic blade control and specialty cutting tools shall be paid separately. [ ELGEN ]
[ ELTOL ]
[ FKLFT ]
[ GRADR ]
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.89 DELAY FACTOR = 0.62 OVERTIME FACTOR = 0.41 DELAY FACTOR = 0.21 OVERTIME FACTOR = 0.80 DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.90 GOMACO

MILLER FORMLESS

GENERATOR
LIGHTS
TOOLS

FORK LIFT TRUCKS

BLADE-MOR

CATERPILLAR
Rated in accordance with Mfr's output in kilowatts.

Includes trailer, pole and generator.

Model
Model

OVER TO
Model

OVER TO

OVER TO
Model
Model
[ GOMA ]
[ MILL ]
[ GEN ]
[ LITE ]
[ TOOL ]
[ FLT ]
[ BMOR ]
[ CAT ]
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
GT-6000-(78&90)

COMMANDER II

COMMANDER III
M-7500
M-8100
M-8800
0 1
1 3
3 7.5

7.5 15
15 25
25 50
50 100
100 200
200 300
300 400
400 500
2 Light Set
4 Light Set
450 600
600 800
800 1000
454 (1000) 1814 (4000)
1814 (4000) 2722 (6000)
2722 (6000) 3629 (8000)
3629 (8000) 5443 (12000)
5443 (12000) 7258 (16000)
7258 (16000) 9072 (20000)
9072 (20000) 11340 (25000)
11340 (25000) 13608 (30000)
13608 (30000) 18144 (40000)
18144 (40000) 22680 (50000)
22680 (50000) 34020 (75000)
727
747
120G 87V serial
130G 74V serial
12E 99E serial
12F 73G serial
12F 13K serial
12F 89H serial
12G 61M serial
12H
14E 72G serial
14G
14H
140 14U serial
140G 72V serial
140H
140M
143H
16 49G serial
16 49G800 serial
16 G93U serial
3040
3045
3050
3063
3065
3067
000-001
001-003
003-008
008-015
015-025
025-050
050-100
100-200
200-300
300-400
400-500
2 LIGHT
4 LIGHT
045-060
060-080
080-100
010-040
040-060
060-080
080-120
120-160
160-200
200-250
250-300
300-400
400-500
500-750
2173
2178
2685
2695
2710
2768
2826
2884
2890
2895
3174
3180
3185
3250
3260
3265
3266
3267
3290
3348
3360
$97.16
$109.53
$152.78
$114.13
$160.09
$197.52
$1.10
$2.55
$5.25
$11.76
$18.44
$18.68
$33.51
$67.49
$114.65
$156.38
$196.01
$5.36
$10.93
$0.38
$0.51
$0.64
$39.43
$52.50
$59.19
$82.09
$86.17
$100.92
$99.76
$110.13
$140.03
$167.53
$228.22
$34.82
$49.67
$90.52
$99.88
$66.81
$101.24
$76.84
$77.36
$101.80
$115.65
$103.55
$151.56
$166.45
$104.66
$110.57
$116.99
$179.99
$130.47
$134.82
$197.27
$210.49
7 HAMMERS, DEMOLITION & PILE
Includes attachments, accessories and power unit. Does not include carrier. [ HAMMR ]
DELAY FACTOR = 0.21 OVERTIME FACTOR = 0.81

JOHN DEERE
GALION

KOMATSU
ABI

AMERICAN PILE DRIVING

EQUIPMENT

ALLIED STEEL & TRACTOR
DELMAG
FOSTER

HYDRAULIC POWER SYS
I.C.E.

KENT
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ DEER ]
[ GALN ]
[ KOMA ]
[ ABI ]
[ APE ]
[ AS&T ]
[ DELM ]
[ FOST ]
[ HPSI ]
[ ICE ]
[ KENT ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
16H
160H
163H
JD-570A
JD-570B
JD-670
JD-670A
JD-670CH
JD-770
JD-770A, 770A-H
JD-770B
JD-772CH
A-400E
T-400A
T-500C
T-500L
T-500M
GD 505A-2
GD 515A-1
GD 605A-2
GD 615A-1
GD 625A-1C
GD 655A-2
HVR-60
150
180
200/500
300 VIBRO
400B VIBRO
800
HYRAM 720
HYRAM 725
HYRAM 730
HYRAM 740
HYRAM 750
HYRAM 77
HYRAM 770
HYRAM 780
HYRAM 790
HYRAM 88
D-12
D-16
D-22
D-30
D-30-32
D-36-32
D46-32
D62-22
D100-13
1700
4030
FNV-1800
FNV-4150
150
260
300
44-50
216
416L
812
KHB10G
KHB 15G
KHB 30G
KHB 40G
3380
3385
3390
3890
3892
3900
3905
3907
3910
3915
3916
3930
4940
4980
5150
5204
5210
8980
8986
9000
9005
9007
9010
0100
0010
0050
0060
0075
0085
0300
0310
0320
0330
0340
0350
0360
0370
0380
0390
0400
0500
0510
0520
0530
0540
0560
0570
0580
0590
0600
0630
0660
0693
0420
0430
0440
0450
0460
0470
0480
0700
0710
0750
0760
$221.03
$137.99
$144.09
$59.90
$68.64
$79.39
$85.99
$109.24
$90.23
$104.58
$112.56
$132.83
$84.50
$81.67
$94.69
$95.14
$97.35
$88.25
$90.50
$97.58
$104.39
$131.97
$108.85
$47.07
$199.74
$279.87
$309.07
$347.36
$556.19
$67.89
$7.85
$15.72
$18.40
$26.41
$28.80
$11.47
$27.59
$46.39
$58.62
$18.67
$27.94
$42.91
$68.23
$50.68
$72.54
$93.99
$112.16
$181.45
$289.31
$173.39
$242.80
$140.37
$310.47
$120.64
$191.23
$229.39
$289.47
$103.45
$172.76
$274.20
$25.00
$37.27
$37.30
$65.10
8 HYDRAULIC CRANES & EXCAVATORS,

CRAWLER MOUNTED
Includes all attachments and accessories required for lifting or digging.

Pavement breaker or compactor attachments are not included. [ HCECL ]
DELAY FACTOR = 0.17 OVERTIME FACTOR = 0.85 NPK
OKADA
RAMMER

STANLEY

TELEDYNE
TRAMAC
TUNKER
VULCAN
BANTAM
CASE

CATERPILLAR
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ NPK ]
[ OKAD ]
[ RAMR ]
[ STAN ]
[ TELD ]
[ TRMC ]
[ TUNK ]
[ VULC ]
[ BANT ]
[ CASE ]
[ CAT ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
4XE
6XA
H-10XB
H-12X
H-16X
H-20X
H4X,HXA
H7X
UB-5
UB-8
S-84
S-86
MB250
MB2900
MB4900
MB550
MB800
950X
TB1025
TB1425X
TB2225X
TB425
TB825X
BRH1100
BRH125
BRH250
BRH400
BRH620
BRH750
BRV950

40.01 40.05

60.05 1
010
100C
2300
80C
C 266
C 366
C 744
9030B
9040
9060B
40E E-Boom
40E Y-Boom
50E
125B
170C
220B
880B Y-Boom
980B
1080
1080B
1280
1280B
303.5E CR
304 CR
305C CR
308E2 CR SB
308DCR
312
0795
0800
0810
0815
0820
0840
0860
0880
0900
0950
1000
1050
1100
1120
1140
1160
1180
1190
1195
1200
1220
1240
1260
1300
1310
1320
1330
1340
1350
1360
1400
1450
1460
1500
1520
1540
1560
1580
0680
0690
1075
0100B
0110
0120B
1600
1601
1602
1602H
1602N
1602R
1609
1615
1615E
1615J
1616
1616E
0100
0200
0250
0270
0271
0300
$21.06
$16.41
$45.62
$44.58
$39.39
$41.67
$14.38
$16.97
$9.84
$19.83
$37.98
$41.42
$8.39
$29.38
$51.85
$13.15
$19.25
$42.93
$47.53
$42.91
$80.06
$18.38
$31.16
$47.29
$15.03
$15.80
$15.19
$31.97
$26.26
$27.52
$204.89
$204.89
$188.21
$31.30
$46.32
$49.92
$185.84
$38.68
$108.72
$125.34
$80.58
$118.13
$122.94
$250.59
$99.89
$100.30
$126.59
$100.15
$141.34
$178.63
$71.51
$110.58
$97.99
$99.68
$132.84
$126.20
$38.52
$40.17
$54.54
$59.64
$52.21
$63.52
9 JOHN DEERE
DROTT

FIAT-ALLIS
Model
Model
Model
[ DEER ]
[ DROT ]
[ F-A ]
Code
Code
Code
Rate
Rate
Rate
312C
312CL
314CL CR
315L
320
320BL
320C
320CL
320L
321C LCR
321D LCR
322L
323F L
325
325BL
325L
328D LCR
330BL
330CL
330D L
330L
335F L CR
336EL
336F
345BL
350L
375L
205
211
213
215
215B LC
215C
215D
225
225LC
225D LC
227
229
231D
231DLC
235
235B
235 Front Shovel
235B Front Shovel
235C
235DLC
245
245B
245 Front Shovel
245B Front Shovel
E 180
EL 180
EL 200B
E 240
EL 240
E 300
E 300B
EL 300
EL 300B
225D LC
330C LC
450LC
490
490E
690A
690B
690C
690D
690E LC
790
790D
790E LC
792
890
890A
892D LC
990
992D LC
30 50
70 200LC
35D E boom
35D Y boom
40D E boom
40D Y boom
50D
FE 18
FE 20 HD
FE 20 LC
FE 28
0300C
0300CL
0302CLR
0305
0310
0312
0312C
0312CL
0315
0320R
0321R
0325
0326
0330
0335
0340
0343DR
0345
0345CL
0345DL
0350
0350E
0351E
0351F
0355
0360
0365
1617
1617E
1617H
1618
1619E
1619F
1619G
1620
1621
1622
1623
1625
1630
1635
1640
1642
1645
1647
1648
1649
1650
1650B
1652
1652B
1653
1654
1654E
1655
1656
1657
1657B
1658
1658B
1575D
1600C
1645
1660
1660E
1685
1695
1697
1697D
1697ELC
1698
1698D
1698ELC
1699
1700
1705
1708
1720
1722
1725
1730
1735
1745
1835
1845
1930
1965
2005
9000
9010
9020
9030
$75.72
$75.91
$76.92
$76.56
$100.50
$104.96
$117.92
$131.08
$102.01
$140.71
$140.01
$124.59
$135.78
$132.47
$152.57
$137.38
$176.08
$187.69
$204.37
$239.96
$174.71
$202.99
$242.85
$235.69
$242.11
$254.37
$399.27
$42.85
$65.57
$71.96
$71.33
$80.50
$88.62
$98.01
$102.51
$103.05
$128.77
$106.21
$138.71
$157.73
$159.37
$161.12
$179.01
$171.27
$190.51
$204.55
$210.67
$270.99
$298.93
$283.21
$314.94
$86.78
$87.97
$92.96
$111.09
$112.61
$139.59
$154.85
$141.57
$156.98
$134.78
$193.65
$234.94
$53.62
$66.81
$77.99
$92.18
$85.50
$88.76
$100.51
$107.37
$113.10
$122.40
$126.62
$172.01
$154.69
$143.85
$185.66
$206.31
$26.14
$41.86
$37.81
$113.92
$75.11
$75.54
$96.06
$101.38
$124.05
$66.22
$83.21
$79.17
$111.91
10 GRADALL

HITACHI

HYUNDAI

INTERNATIONAL
KATO

KOBELCO

KOEHRING

KOMATSU
Model
Model
Model
Model
Model
Model
Model
Model
[ GRAD ]
[ HIT ]
[ HYUN ]
[ INTL ]
[ KATO ]
[ KOBL ]
[ KOEH ]
[ KOMA ]
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
FE 40 L
G 660
G 660B
G 660C
G 880B
G 880C
G 1000
XL4200
XL5200
UH 07LC
UH 062
UH 172
UH 122
EX 150
EX 200 LC
EX 270 LC
EX 300LC-2
EX 300LC-3
EX 330LC-5
EX 370-5
EX 400 LC
EX 450LC-5
EX 550LC
EX 700
EX 750-5
EX 1100
200LC
210LC-3
280LC
290LC
450LC
630
640 HD
650 HD
HD450 VII
HD700 VII LC
HD1250 VII LC
SK200LC MARK III
K 903B
K 904D
K 904E
K 904 Mark II
K 905
K 905A LC
K 907C
K 907D
K 907 LC
K 909A
K 909 LC
K 912A
K 914
K 916
SK270LC MARK IV
SK400LC MARK IV
366 post 1980
466E
566
666, 666E
866, 866E
6611
6614
6612
6620
6625
6633
6644
PC 120-5
PC 138US LC-10
PC 150-1
PC 150-3
PC 200 LC-2
PC 200-5
PC 200 LC-3
PC 200 LC-5
PC 220 LC-2
PC 220 LC-3
PC 220 LC-5
PC 220 LC-6
PC 220 LC-7
PC 280 LC-3
9040
0150
0160
0170
0210
0215
0230
0260
0280
2630
2660
2695
2750
2797
2800
2806
2807
2807A
2807B
2807F
2808
2808K
2809
2810
2815
2880
2950
2952C
2960
2970
3010
4250
4260
4280
3050
3060
3080
4687
4688
4693
4694
4694A
4695
4697
4700
4702
4704
4710
4711
4712
4715
4717
4720
4725
4752
4990
5160
5225
5235
6000
6005
6010
6015
6020
6029
6040
9485
9486
9490
9495
9500
9504
9505
9506
9510
9515
9516
9516F
9516G
9517
$189.81
$89.51
$115.53
$116.31
$122.62
$116.46
$195.15
$119.54
$144.98
$86.93
$98.87
$172.04
$115.24
$78.13
$96.07
$139.59
$166.84
$170.51
$195.37
$194.96
$220.91
$267.28
$316.66
$377.14
$420.38
$495.55
$96.99
$115.93
$144.36
$149.51
$221.99
$69.90
$90.58
$99.87
$65.52
$94.45
$160.15
$101.37
$48.68
$52.21
$54.85
$54.32
$58.90
$63.23
$84.32
$90.63
$91.41
$117.55
$120.17
$139.41
$164.94
$185.37
$142.41
$251.04
$146.38
$168.65
$180.43
$228.79
$264.56
$54.19
$66.44
$64.59
$92.50
$112.30
$161.10
$212.39
$68.08
$102.92
$62.27
$75.97
$77.67
$99.57
$92.58
$100.42
$100.27
$115.02
$123.91
$132.69
$142.80
$130.13
11 LINK-BELT

MASSEY FERGUSON

MITSUBISHI

NORTHWEST
P&H

TAKEUCHI
Model
Model
Model
Model
Model
Model
[ L-B ]
[ M-F ]
[ MITS ]
[ NW ]
[ P&H ]
[ TAKU ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
PC 300 LC-1, LC-2
PC 300 LC-3
PC 300 LC-5
PC 300 LC-6
PC 300 LC-7
PC 360 LC-3
PC 400 LC-1
PC 400 LC-3
PC 400 LC-5
PC 400 LC-6
PC 600 LC-6
PC 650-1
PC 650-1 Front Shovel
PC 650-3
PC 750-6
PC 1000-1
PC 1000 LC-1
PC 1100 LC-6
LS 1600
LS 2650
LS 2700C II
2700 QUANTUM
LS 2800
LS 2800A
LS 2800A PL
LS 2800 PL
LS 2800B
LS 3400
LS 3400C II
LS 4300
LS 4300C II
LS 4800
LS 4800 PL
LS 5400
LS 5800
LS 5800A
LS 5800C II
LS 6400
LS 7400
LS 7400A
MF 450D
MF 450S
MS 090
MS 180-3
MS 180 LC-8
MS 230 LC-3
MS 240 LC-8
MS 280-2
MS 380-2
MS 450-8
35 DH
45 DH
55 DH
55 DH Series II
H 750
H 1250
H 1750
H 2500
HS 2500
TB 15
TB 025
TB 045
TB 070
TB 10S
TB 35S
TB 68S
TB 800
9520
9525
9526
9526A
9526B
9527
9530
9535
9536
9537
9539
9540
9550
9552
9555
9560
9565
9575LC
5390
5395
5398
5399
5400
5402
5404
5405
5410
5475
5477
5660
5662
5750
5755
5805
5810
5812
5814
5820
5830
5840
6245
6250
6290
6295
6296
6300
6305
6310
6320
6330
6335
6340
6345
6360
6628
6630
6635
6645
6650
7686
7686A
7686E
7686H
7688
7690
7692
7695
$130.00
$152.77
$171.48
$187.08
$209.42
$172.72
$174.95
$204.32
$226.11
$254.12
$348.22
$318.10
$333.44
$334.05
$418.68
$499.44
$512.51
$573.73
$41.58
$58.00
$76.98
$83.62
$68.18
$76.97
$67.34
$64.41
$85.29
$112.26
$118.76
$141.39
$155.86
$161.90
$147.66
$190.22
$196.73
$207.08
$215.95
$290.58
$294.74
$351.82
$55.95
$60.78
$39.11
$75.01
$85.06
$97.86
$105.86
$120.03
$167.47
$195.22
$155.49
$167.59
$175.38
$308.41
$73.16
$124.76
$151.60
$195.40
$200.39
$16.86
$28.92
$47.86
$46.98
$13.61
$27.43
$38.58
$19.08
12 HYDRAULIC CRANES & EXCAVATORS,
SELF PROPELLED.

Includes all attachments and accessories required for lifting or digging.

Pavement breaker or compactor attachments are not included. [ HCESP ]
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.89

BUCYRUS-ERIE
BADGER
CASE

CATERPILLAR

GRADALL
GROVE
Model
Model
Model
Model
Model
Model[ B-E ]
[ BAGR ]
[ CASE ]
[ CAT ]
[ GRAD ]
[ GROV ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
300C/SP
320C
360C
4425/30
4435
4435B
4435C
4445
4450
4450B
4455
40E E-Boom, Cruz Air
40E Y-Boom, Cruz Air
40F E-Boom, Cruz Air
40F Y-Boom, Cruz Air
45 E-Boom, Cruz Air
45 Y-Boom, Cruz Air
45B E-Boom, Cruz Air
45B Y-Boom, Cruz Air
880R E-Boom
880R Y-Boom
1085 E-Boom, Cruz Air
1085 Y-Boom, Cruz Air
1085B Y-Boom, Cruz Air
1285 E-Boom, Cruz Air
1285 Y-Boom, Cruz Air
3330 Low Profile
3330B
206
212
214
224
G 3WD, 4x4
24 36
68 1012
2535
RT-48
RT-49
RT-58
RT-418
RT-420
RT-422
RT-500D
RT-525
RT-525B
RT-525C
RT-527.5
RT-528B
RT-528C
RT-60
RT-60S
RT-515
RT-518
RT-520
RT-522
RT-522C
RT-625
RT-630
RT-630B
RT-635
RT-65 S
RT-740
RT-745
RT-75 S
RT-755
RT-760
RT-865
RT-865B
RT-875
RT-980
RT-990
RT-9100
1670
1672
1678
1565
1570
1573
1573C
1574
1575
1577
1579
1685
1687
1687H
1687K
1688
1689
1689H
1689K
1690
1695
1696E
1696Y
1696Z
1697E
1697Y
1698E
1698H
1699
1699E
1699H
1699J
0110
3820
3830
3850
3870
3880
4030
4115
4285
4354
4356
4358
4359
4360
4362
4363
4365
4370
4372
4520
4540
4606
4607
4608
4609
4609G
4630
4635
4637
4640
4700
4710
4715
4720
4725
4727
4730
4732
4735
4750
4760
4790
$89.99
$90.19
$90.54
$120.04
$133.15
$134.68
$142.31
$177.88
$140.23
$147.63
$178.65
$76.64
$76.87
$79.03
$79.87
$99.56
$104.60
$104.85
$105.64
$69.76
$69.89
$78.83
$79.15
$88.93
$100.88
$101.04
$40.83
$41.08
$54.11
$69.62
$75.25
$92.49
$115.88
$44.20
$73.07
$82.56
$97.17
$128.79
$76.86
$77.15
$78.45
$91.57
$91.57
$91.57
$126.50
$88.68
$91.75
$110.37
$89.58
$91.75
$110.89
$91.19
$93.22
$88.41
$90.45
$92.06
$91.26
$107.98
$98.88
$98.88
$104.42
$113.83
$120.48
$132.40
$163.21
$126.84
$141.04
$197.80
$173.48
$233.47
$213.32
$206.15
$235.57
$292.69
13 KOMATSU

LINK-BELT
LORAIN
P&H

PETTIBONE
Model
Model
Model
Model
Model
[ KOMA ]
[ L-B ]
[ LORN ]
[ P&H ]
[ PET ]
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
PW 210-1
HSP 15
HSP 18
HSP 20
HSP 22
HSP 25
HSP 8015
HSP 8018
HSP 8018XL
HSP 8018C
HSP 8025
HSP 8025 S
HSP 8030
HSP 8035
HSP 8040
HSP 8050
HSP 8055
HSP 8060
LRT 15H
LRT 15U
LRT 18U
LRT 35U
LRT 40U
LRT 150
LRT 150D
LRT 180
LRT 180D
LRT 200
LRT 200D
LRT 220
LRT 230
LRT 230D
LRT 250
LRT 250D
LRT 275
LRT 275D
LRT 330
LRT 400
LRT 450
LRT 500
LRT 550
OMEGA 14
OMEGA 15
OMEGA 18
OMEGA 25
OMEGA 20
OMEGA 23
OMEGA 30
OMEGA 35
OMEGA 40
OMEGA 45
OMEGA 50
OMEGA 60
OMEGA 65
OMEGA 114
OMEGA 114D
OMEGA 118
OMEGA 118D
OMEGA 120
OMEGA 120D
OMEGA 122
OMEGA 122D
OMEGA 125
OMEGA 128
R 150
R 150-1
R 180
R 200
OMEGA S-15
OMEGA S-18
OMEGA S-20
S-35
16 MK P Series
20 MK P Series
25 25 MK P Series
29 MK P Series
30 30 MK P Series
30 SC, 30 SC P Series
60 SC
60 SC P Series
70 70 SC
70 SC P Series
80 MK P Series
9580
5500
5505
5510
5530
5535
5538
5538E
5538G
5538H
5538P
5538PF
5538Q
5538R
5538S
5538T
5538V
5539
5730
5735
5740
5745
5750
5755
5756
5760
5760D
5765
5765D
5767
5768
5768D
5769
5769D
5770
5770D
5772
5773
5774
5775
5790
5790
5792
5794
5795
5796
5796E
5796J
5796P
5797
5797E
5797J
5798
5799
5799C
5799G
5799Q
5799S
5799U
5799W
5799X
5799Y
5799Z
5799ZA
5890
5910
5975
6060
6062
6063
6064
6064E
6500
6580
6740
6750
6880
6900
6903
6910
6990
6995
7100
7165
7170
7250
$123.36
$87.46
$87.46
$93.81
$95.30
$100.51
$98.18
$98.18
$120.42
$88.12
$102.80
$103.17
$117.50
$169.16
$169.31
$171.60
$156.64
$186.16
$89.32
$90.61
$91.14
$132.08
$133.21
$88.29
$104.00
$88.22
$104.00
$87.92
$104.18
$90.66
$94.14
$104.21
$94.17
$104.21
$94.17
$104.21
$123.59
$140.58
$143.93
$147.18
$152.80
$83.15
$83.15
$83.61
$110.37
$84.33
$87.27
$112.96
$113.99
$152.89
$154.73
$156.21
$163.76
$188.50
$93.20
$91.12
$94.80
$91.27
$96.56
$92.03
$97.61
$92.64
$98.01
$96.52
$71.88
$71.35
$72.22
$72.56
$113.34
$113.34
$116.10
$161.90
$77.51
$78.18
$74.40
$79.01
$80.10
$74.40
$81.16
$115.64
$121.40
$129.09
$128.14
$129.05
$135.69
$125.67
14 HYDRAULIC CRANES & EXCAVATORS,
TRUCK MTD. W/ CARRIER
Includes truck/carrier. Includes all attachment and accessories required for lifting or digging. Pavement breaker or compactor attachments are not included.
[ HCETD ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90 R.O. PRODUCTS

BUCYRUS-ERIE
BADGER
BANTAM

DEVAULT

GRADALL
GROVE
HIAB

KOEHRING

LINK-BELT
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ ROP ]
[ B-E ]
[ BAGR ]
[ BANT ]
[ DVUT ]
[ GRAD ]
[ GROV ]
[ HIAB ]
[ KOEH ]
[ L-B ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
80 SC P Series
MC 5A
MC 50B
MC 50C
25 XC
30 XC
40 C
60 XC
65 C
90 XC
300 Hydro-Scopic
460 Hydro-Scopic
666 Hydro-Scopic
888 Hydro-Scopic
T 744 Teleskoop
T 888
T 888B
TK 15-10
G 3W
G 660
G 660B
G 660C
G 800
G 880B
G 880C
G 1000
TD 520
TD 522
TD 525
TMS 250
TMS 250A
TMS 250B
TMS 250C
TMS 300
TMS 300B
TMS 760
TMS 865
TM 875
TMS 875
TM 890
TM 1075
100 AW
1165
170 thru 174
175 thru 177
550, 5501
650
4460 Teleskoop
4465 Teleskoop
4470 Teleskoop
4475 Teleskoop
HTC 14
HTC 25
HTC 35
HTC 50
HTC 50W
HTC 814
HTC 814XL
HTC 822 S
HTC 825
HTC 825 S
HTC 830
HTC 835
HTC 835XL
HTC 840
HTC 850
7260
8005
8175
8260
1360
1370
1475
1590
1592
1600
0550
0555
0560
0600
1285
1310
1315
1900
0120
0170
0180
0190
0210
0220
0230
0240
2221
2223
2224
2850
2860
2870
2875
2922
2923
3180
3378
3380
3385
3387
3390
3850
3852
3854
3855
3857
3859
4400
4405
4410
4415
4505
4507
4509
4510
4520
4530
4531
4532
4535
4536
4537
4539
4539C
4539E
4539G
$127.16
$48.84
$77.06
$78.46
$104.98
$105.67
$96.84
$168.72
$145.67
$181.01
$71.76
$87.47
$132.51
$138.54
$85.21
$126.87
$149.01
$64.40
$89.92
$86.60
$113.73
$109.17
$77.34
$122.57
$117.48
$126.82
$133.97
$133.97
$134.93
$124.63
$125.15
$125.15
$169.52
$148.68
$167.39
$256.29
$191.94
$219.92
$220.80
$232.28
$196.91
$59.88
$56.16
$54.55
$54.71
$58.09
$59.10
$87.05
$88.34
$102.43
$103.71
$122.11
$122.11
$132.49
$177.31
$170.75
$157.50
$162.83
$149.09
$140.78
$150.22
$159.56
$168.06
$189.64
$193.30
$198.76
15 HYDRAULIC CRANES & EXCAVATORS,
TRUCK MTD. LESS CARRIER.

Includes all lifting and digging attachments and accessories. Truck/carrier to be paid separately. Pavement breaker or compactor attachments are not included.
[ HCETG ]
DELAY FACTOR = 0.09 OVERTIME FACTOR = 0.92 LORAIN

MANITEX

NATIONAL
P&H
PITMAN
R.O. PRODUCTS

BUCYRUS-ERIE
GALION
GROVE
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ LORN ]
[ MANX ]
[ NATL ]
[ P&H ]
[ PIT ]
[ ROP ]
[ B-E ]
[ GALN ]
[ GROV ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
HTC 855
HTC 860
HTC 1040
HTC 1050
HTC 1055
HTC 1060
HTC 11100
MCH 140
MCH 150
MCH 180
MCH 300
MCH 350
MCH 400
MCH 500
1161
1770
2284
2592
Ser 4/400, 11.3 m (37') boom
Ser 4/400, 14.0 m (46') boom
Ser 4/400, 16.8 m (55') boom
Ser 5/500A/B, 14.3 m (47') boom
Ser 5/500A/B, 17.1 m (56') boom
Ser 6/600, 14.3 m (47') boom
Ser 6/600, 17.1 m (56') boom
856
856B
875
875B
Series 85
ALPHA 100 ton
CN T-280
T-150
T-180
T-200
T-250
CN T-250
OMEGA T-250
OMEGA T-300
OMEGA T-350
T-300A
OMEGA T-400
OMEGA T-450
T-600 XL
OMEGA T-500
OMEGA T-650
T-750
Hydralift HL 40 thru 95
Hydralift HL 100 thru 170
HL 857
HL 1200, 1545-T2 or 1580

POLECAT

PELICAN
TC-40
TC-50
TC-70
TC-80
TC-85
TC-110
TC-120
TC-125
TC-145
TC-150
H-3 series two
H-5 series two
125 P
150 P
TM 100C
TM 200C
4539H
4539J
4540
4545
4550
4555
4600
4942
4946
4947
4953
4955
4957
4960
4980
4985
4990
4995
4983
4984
4985
4986
4987
4989
4990
4995
4996
4997
4998
4999
5000
5005
5290
5380
5470
5560
5561
5570
5580
5585
5665
5666M
5669
5670
5680
5745
5780
6670
6675
6685
6695
6697
6699
6860
6862
6864
6866
6868
6870
6872
6874
6876
6878
1000
1300
1970
1980
2020
2040
$178.08
$201.70
$191.43
$193.25
$182.00
$198.20
$349.40
$143.28
$135.54
$135.54
$156.72
$122.96
$170.64
$132.74
$63.26
$104.07
$107.00
$109.05
$59.14
$59.36
$59.54
$65.11
$65.76
$64.71
$65.09
$65.64
$64.77
$66.43
$67.96
$61.33
$316.03
$178.35
$133.54
$134.00
$134.57
$156.08
$180.86
$146.57
$150.09
$151.39
$144.99
$174.90
$176.72
$208.16
$176.71
$241.97
$164.34
$54.96
$58.95
$64.31
$66.79
$68.66
$71.73
$55.99
$57.65
$59.09
$59.24
$58.71
$63.54
$64.09
$63.79
$66.96
$65.20
$53.34
$61.97
$66.18
$79.61
$96.00
$73.40
16 HYDRAULIC PERSONNEL LIFTS &

AERIAL WORK PLATFORMS

LOADERS, CRAWLER
Includes self propelled and power take off(PTO) units whether gas, diesel or electric. Rates for any truck or carrier mounted units shall pay for the truck separately. Reach is rated by Mfr's maximum extension in meters(feet).

Includes all attachments and accessories excluding clam-action buckets and backhoe(see attachment class).
[ HYLFT ]
[ LDRCL ]
DELAY FACTOR = 0.21 OVERTIME FACTOR = 0.81 DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.91

BOOM TYPE

SCISSOR TYPE
CASE

CATERPILLAR

JOHN DEERE

DRESSER

OVER TO

OVER TO
Model
Model
Model
Model
[ BOOM ]
[ SCIS ]
[ CASE ]
[ CAT ]
[ DEER ]
[ DRES ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
0 7.6 (25)

7.6 (25) 15.2 (50)

15.2 (50) 22.9 (75)
0 6.1 (20)

6.4 (21) 9.1 (30)

9.4 (31) 15.2 (50)
350B
450B
455B
455C
1155D
1155E
1450
1450B
1455B
259D
289D
299D XHP
299D2
931B
931C
931 LGP
931B LGP
935B
935C
939C
943
943 LGP
951C 86J 1992 serial
951C 86J 2598 serial
951C LGP 86J 2598 ser
953
953 LGP
955L 85J 6247 serial
955L 85J 13X10129 ser
955L LGP 85J 13X10129
963
963 LGP
973
973 LGP
977K
977K 11K serial
977L 11K 3919 serial
977L 11K 5083 serial
977L 14X serial
977L LGP
983
983B
JD 350C
JD 450C (4 speed PS)
JD 455D
JD 455E
JD 455G
JD 555
JD 555A
JD 555B
JD 555G
JD 655
JD 655B
JD 755
JD 755A
JD 755B
JD 855
100E (PS)
100G
125E (PS)
125G
175C (PS)
200
250C (PS)
250E (PS)
00-24
25-49
50-74
00-20
21-30
31-50
2370
2610
2620
2620A
3555
3556
3560
3565
3568
2159
2189
2190
2199A
3735
3735C
3740
3745
3845
3845C
3900
4130
4135
4200
4210
4215
4220
4230
4675
4680
4685
4690
4693
4695
4698
5014
5092
5170
5180
5185
5190
5248
5265
5420
5805
5807
5809
5809A
5810
5812
5814
5814A
5815
5817
5820
5822
5824
5830
9000
9005
9010
9015
9020
9025
9030
9035
$21.34
$49.64
$68.40
$23.08
$27.58
$40.98
$44.61
$40.09
$41.95
$47.20
$82.14
$90.29
$91.43
$100.96
$101.87
$54.87
$57.66
$83.92
$72.81
$45.75
$48.36
$43.15
$46.91
$54.17
$57.34
$79.14
$67.86
$64.52
$63.02
$68.81
$69.68
$91.80
$86.54
$88.71
$95.10
$95.46
$126.54
$116.43
$192.15
$163.77
$105.49
$109.84
$126.92
$136.77
$141.71
$141.36
$194.54
$207.27
$47.30
$46.76
$49.03
$49.94
$59.40
$52.64
$57.94
$57.14
$80.06
$82.82
$94.72
$78.67
$97.24
$109.48
$147.52
$48.16
$55.14
$59.15
$66.16
$116.21
$134.77
$139.72
$160.60
17 LOADERS, RUBBER TIRE
Includes all attachments and accessories. Clam-action buckets, 4WD and backhoes are excluded unless otherwise noted.
[ LDRRT ]
DELAY FACTOR = 0.10 OVERTIME FACTOR = 0.90

KOMATSU

ALLIS-CHALMERS
CASE

CATERPILLAR
Model
Model
Model
Model
[ KOMA ]
[ A-C ]
[ CASE ]
[ CAT ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
D 53S-16
D 53S-17
D 55S-2
D 55S-3
D 57S-1
D 65S-6
D 66S-1
D 75S-2
D 75S-3
D 75S-5
D 155S-1
710C
714B
714C w/ backhoe
715B w/ backhoe
715C w/ backhoe
W-11
W-11B
W-18
W-18 9213140 serial
W-18B
W-20
W-20B
W-20C
W-30
480B
480B w/ backhoe
480C
480C w/ backhoe
480D
480D w/ backhoe
480E w/ backhoe
480E LL
480F w/ backhoe
480F LL
480LL
570L XT 4WD
570N XT
580B w/ backhoe
580C
580C w/ backhoe
580D
580D w/ backhoe
580 Super D
580 Super D w/ backhoe
580 Super E
580 Super E w/ backhoe
580K w/ backhoe
580K 4WD w/ backhoe
580 Super K w/ backhoe
580L w/ backhoe
580 Super L 4WD w/ backhoe
590 Turbo w/ backhoe
590 Super L 4WD w/ backhoe
621
721
821
680E w/ backhoe
680G w/ backhoe
680H w/ backhoe
680K w/ backhoe
680L w/ backhoe
680L 4WD w/ backhoe
780 w/ backhoe
780B w/ backhoe
780C w/ backhoe
780D w/ backhoe
780D 4WD w/ backhoe
415F2
416 w/ backhoe
416 Series II w/ backhoe
416B 4WD w/ extend-a-hoe
416C 4WD w/ backhoe
416D w/ backhoe
416D 4WD w/ backhoe
420D w/ backhoe
420D 4WD w/ backhoe
420E
420F2
426 w/ backhoe
426 Series II w/ backhoe
426C w/ backhoe
426C 4WD w/ backhoe
428 w/ backhoe
428 Series II w/ backhoe
7878
7878A
7900
7978
8000
8017
8020
8056
8060
8061
8080
0747
0750
0752
0765
0767
1365
1368
1444
1450
1460
1472
1480
1482
1565
1636
1640
1650
1660
1662
1664
1666
1667
1668
1669
1677
1690
1700
1705
1710
1715
1717
1720
1725
1727
1731
1735
1739
1740
1742
1743
1744
1745
1746
1750
1752
1754
1840
1850
1852
1854
1856
1857
1864
1866
1867
1868
1869
1850F2
1860
1860A
1861A
1861C
1861D
1861D4
1861M
1861M4
1861N
1861N2
1862
1862A
1862C
1862C4
1864
1864A
$79.63
$93.00
$82.90
$82.90
$108.56
$108.67
$144.08
$117.86
$145.13
$201.59
$278.90
$47.24
$46.27
$48.95
$48.31
$49.23
$43.40
$53.16
$74.65
$78.45
$84.51
$78.57
$79.40
$85.35
$117.28
$38.31
$39.67
$49.28
$50.93
$54.93
$56.99
$46.49
$45.20
$47.87
$46.00
$54.98
$52.52
$65.87
$49.89
$39.44
$41.45
$40.87
$43.51
$44.61
$47.30
$46.04
$48.94
$49.24
$50.39
$54.48
$54.76
$63.43
$66.65
$69.23
$89.94
$109.13
$133.31
$62.40
$61.07
$64.12
$70.37
$71.15
$72.00
$80.88
$86.03
$87.43
$88.25
$89.72
$62.39
$49.07
$49.33
$60.42
$62.36
$57.22
$58.39
$64.29
$65.46
$76.40
$90.63
$55.46
$55.71
$69.05
$70.55
$55.43
$55.69
18 CLARK

JOHN DEERE
Model
Model
[ CLRK ]
[ DEER ]
Code
Code
Rate
Rate
430D
430E
436 w/ backhoe
436 Series II w/ backhoe
446 w/ backhoe
446B w/ backhoe
446D
450E
910
910E
916
920
926
926E
928G
930 41K serial
930G
936
936E
936F
938F
938G
950 90A serial
950 31K & 81J serial
950B
950E
950F
950F Series II
950G
950H
950M
962G
966C
966D
966E
966F
966G
966H
966K
966M
970F
972G
972M
980B
980C
980F
980G
980H
982M
988 87A6868 serial
988B 50W serial
992B 25K serial
992C
IT 12
IT 12B
IT 14F
IT 18
IT 18B
IT 28
IT 28B
IT 28F
IT 28G
IT 38G
IT 62G
35C
45C
55C
75C
125B
275B
275C
JD-210C
JD-210C w/ backhoe
JD-210LE
JD-310A w/ backhoe
JD-310B w/ backhoe
JD-310C w/ backhoe
JD-310D w/ backhoe
JD-310E w/ backhoe
JD-310SE w/ backhoe
310G
JD-315SE w/ backhoe
JD-410 w/ backhoe
JD-410B w/ backhoe
JD-410C w/ backhoe
JD-410D w/ backhoe
JD-410E w/ backhoe
410G
410J 4WD
410K
JD-444
JD-444C
JD-444D
JD-444E
JD-500C w/ backhoe
1865D
1865E
1866
1866A
1868
1868B
1868D
1869E
1870
1870E
1885
1894
2065
2067
2070G
2088
2088G
2100
2110
2120
2130
2130G
2228
2270
2272
2300
2301
2303
2310
2310H
2310M
2320G
2340
2350
2360
2361
2362
2362H
2362K
2362M
2370
2372G
2372M
2376
2378
2381
2382
2382H
2385M
2398
2436
2460
2470
2472
2472B
2473
2474
2475
2476
2477
2477G
2478
2480
2482
2484
2486
2488
2491
2492
2496
2497
2485
2490
2495
2504
2506
2507
2507D
2507E
2507F
2507G
2507H
2508
2508B
2508C
2508D
2508E
2508G
2508J
2508K
2510
2515
2520
2521
2592
$76.98
$81.35
$60.52
$60.74
$77.69
$85.43
$87.92
$106.35
$52.16
$61.19
$69.33
$63.74
$82.06
$88.27
$104.71
$78.39
$124.28
$99.20
$107.99
$112.18
$114.12
$129.23
$86.76
$101.30
$123.87
$131.03
$138.27
$142.27
$152.37
$174.96
$209.48
$167.16
$145.12
$162.02
$178.16
$182.03
$202.59
$234.12
$239.70
$257.54
$212.52
$226.36
$267.08
$190.89
$226.26
$232.78
$256.13
$277.85
$369.75
$234.46
$322.68
$413.34
$612.41
$52.98
$61.63
$71.15
$67.98
$76.73
$82.57
$89.04
$102.81
$106.21
$122.46
$168.53
$65.56
$76.57
$92.69
$120.43
$156.79
$271.53
$291.56
$42.21
$41.80
$54.96
$43.87
$44.61
$49.31
$55.07
$56.25
$63.06
$57.73
$63.74
$47.75
$48.50
$57.29
$67.57
$71.03
$72.58
$82.54
$88.65
$63.88
$66.02
$68.40
$73.88
$61.93
19 DRESSER

FIAT-ALLIS
FORD

FURUKAWA
HOUGH

INTERNATIONAL
J C B

KAWASAKI
Model
Model
Model
Model
Model
Model
Model
Model
[ DRES ]
[ F-A ]
[ FORD ]
[ FURU ]
[ HOUG ]
[ INTL ]
[ JCB ]
[ KAWA ]
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
JD-510 w/ backhoe
JD-510B w/ backhoe
JD-510C w/ backhoe
JD-510D w/ backhoe
JD-544B
JD-544C
JD-544D
JD-544E
JD-544G
544J
544K
JD-610B w/ backhoe
JD-610C w/ backhoe
JD-624E
JD-624G
JD-624H
JD-644B
JD-644C
JD-644D
JD-644E
JD-644G
JD-644H
644J
JD-710B w/ backhoe
JD-710C w/ backhoe
JD-710D w/ backhoe
JD-710D 4WD w/ backhoe
710G
JD-744H
744J
JD-844
510B
510C
515B
515C
520B
520C
530
530C
540
550
545B
745C
FR 10
FR 10B
FR 20
FR 30
FR 20B
FR 35
545C
650 w/ backhoe
655A w/ backhoe
655C w/ backhoe
750 w/ backhoe
755 w/ backhoe
755B w/ backhoe
755A w/ backhoe
A-62
A-64
A-66
FL 320A
FL 330
H65C
H-90E
H-100C
260A
260A w/ backhoe
270A w/ backhoe
280A w/ backhoe
214S w/ backhoe
215S w/ backhoe
217S w/ backhoe
3C 1550 2WD w/ hoe
3D 1700 4WD w/ hoe
1400B w/ backhoe
1550B w/ backhoe
1600B w/ backhoe
1700B w/ backhoe
60Z IV
65Z IV
2620
2625
2630
2630D
2660B
2660C
2660D
2660E
2660G
2660J
2660K
2690
2691
2700
2700G
2700H
2710
2715
2717
2719
2719B
2719H
2719J
2720
2721
2722
2722D
2722G
2723
2723J
2725
2310
2310C
3517
3517C
3519
3519C
3520
3520C
3530
3540
3042
3046
3049H
3049I
3050
3051
3051B
3052
3054
3056
3056F
3056G
3057
3061
3063
3065
3114
3116
3118
3120M
3120S
3578
3884
3954
2260
2270
2280
2285
4430
4435
4440
4448
4450
4455
4457
4458
4459
4300
4310
$58.25
$55.09
$65.35
$76.55
$79.12
$80.86
$79.69
$87.99
$96.01
$124.36
$138.97
$62.99
$72.37
$104.96
$117.69
$129.01
$109.36
$112.51
$117.02
$125.46
$140.88
$150.54
$164.88
$80.99
$89.74
$96.20
$98.30
$101.37
$204.19
$238.22
$201.08
$61.78
$81.97
$80.41
$96.68
$92.77
$115.06
$129.51
$138.94
$174.78
$175.35
$76.36
$150.09
$80.27
$86.74
$167.78
$218.43
$185.36
$287.98
$45.44
$50.49
$55.40
$60.20
$65.49
$68.92
$78.23
$76.72
$67.54
$82.00
$106.33
$151.52
$165.03
$106.39
$182.08
$215.37
$49.14
$50.92
$56.09
$68.19
$66.24
$72.56
$76.13
$47.49
$63.00
$53.76
$61.53
$70.65
$71.81
$89.59
$100.03
20 LEADS, PILE DRIVING [ LEADS ]
DELAY FACTOR = 0.46 OVERTIME FACTOR = 0.59

KOMATSU

MASSEY FERGUSON

NEW HOLLAND
TEREX

VOLVO-MICHIGAN-EUCLID
FIXED

SWINGING
Includes headblock, taper top, tip sled and connector, foot yoke, foot yoke sheave, intermediate flights, and all attachments and accessories. Rated in accordance with height of the lead measured in meters ( linear feet)
Includes headblock, taper top, tip sled and connector, foot yoke, foot yoke sheave, intermediate flights, and all attachments and accessories. Rated in accordance with the height of the lead measured in meters (linear feet).

Model
Model
Model
Model
Model

OVER TO

OVER TO
[ KOMA ]
[ M-F ]
[ NHND ]
[ TERX ]
[ VME ]
[ FIXD ]
[ SWNG ]
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
KSS 80Z II
80Z III
80Z IV
85Z IV
90Z III
90Z IV
95Z IV-2
W 120-3
W 180-1
WA 200-1
WA 250-1
WA 300-1
WA 320-1
WA 350-1
WA 380-1
WA 380-3
WA 400-1
WA 420-3
WA 450-1
WA 450-2
WA 450-3
WA 470-1
WA 500-1
WA 600-1
WB 140-2 4WD
WB 150-2 4WD
MF 44C
MF 50H Series S
MF 50H Series S, 4WD
MF 50HX Series S
MF 50HX Series S, 4WD
MF 55C
MF 60 w/ backhoe
MF 60H Series S w/ hoe
MF 66C
MF 80 w/ backhoe
MF 88
640
650
545D
575E w/ backhoe
655D w/ backhoe
655E w/ backhoe
675D 4WD w/ backhoe
675E 4WD w/ backhoe
70C
72-61
72-71B
72-81
175B
175C
275B
275C
L-70C
L-90
L-120
L-120C
L-150C
L-160
L-180C
L-190
L-250G
0 16.8 (55) (w/o spotter)

16.8 (55) 32.0 (105) (w/o spotter)
over 32.0 (105) (w/o spotter)
0 16.8 (55) (w/ spotter)

16.8 (55) 32.0 (105) (w/ spotter)
over 32.0 (105) (w/ spotter)
0 16.8 (55) (w/o spotter)

16.8 (55) 32.0 (105) (w/o spotter)
over 32.0 (105) (w/o spotter)
0 16.8 (55) (w/ spotter)
4330
4335
4340
4345
4350
4355
4360
4520
4525
4536
4537
4538
4539
4540
4541
4541C
4542
4543C
4544
4544B
4544C
4545
4546
4550
4700
4710
5143
5150
5152
5154
5156
5170
5171
5172
5174
5182
5184
6000
6010
0100
0110
0120
0130
0140
0150
7938
8036
8055
8080
6186
6186C
6330
6330C
9570C
9575
9595
9595C
9598C
9600
9602C
9605
9606G
0100
0200
0300
1100
1200
1300
0400
0500
0600
1400
$130.11
$149.20
$151.44
$190.81
$211.77
$216.20
$275.28
$153.17
$216.56
$85.76
$116.88
$112.24
$136.41
$131.65
$162.25
$161.19
$157.38
$184.95
$194.37
$218.58
$220.73
$213.48
$254.60
$375.04
$69.12
$79.49
$82.67
$49.21
$49.95
$53.17
$54.11
$105.96
$51.46
$55.61
$134.73
$73.83
$213.96
$49.28
$52.84
$47.06
$65.69
$58.88
$70.33
$67.90
$80.31
$190.78
$234.78
$304.36
$356.14
$195.90
$219.77
$248.64
$291.56
$98.48
$117.84
$153.22
$159.44
$197.74
$205.44
$221.39
$238.31
$354.43
$26.41
$33.65
$42.14
$44.68
$53.29
$63.16
$17.50
$24.35
$32.84
$35.77
21 NON-OPERATED EQUIPMENT (DAILY
RATES)
Note various units for different items. The following allowance is entered on the extra work bill by using the (unit listed x number of days) in the hours worked column. The following list is limited to items with long estimated lives. Additional traffic related items such as cones and barricades, are still listed under TRAFC in this publication. Other non-operated items with short estimated lives should be treated as materials and should not be "rented". Non rented items are 1) intended to be job specific (amortized over the life of the project) and 2) have an estimated life measured by number of uses rather than a length of time.
[ NONOP ]
DELAY FACTOR = 0.56 OVERTIME FACTOR = 1.00

MISCELLANEOUS

SCAFFOLDING, SHORING,

FALSEWORK
Model
Model
[ MISC ]
[ SSFW ]
Code
Code
Rate
Rate

16.8 (55) 32.0 (105) (w/ spotter)
over 32.0 (105) (w/ spotter)
Casing, 450 mm dia, per 0.3 m (Casing, 18"
dia, per lf)
Casing, 650 mm dia, per 0.3 m (Casing, 26"
dia, per lf)
Casing, 900 mm dia, per 0.3 m (Casing, 36"
dia, per lf)
Casing, 1800 mm dia, per 0.3 m (Casing,
72" dia, per lf)
Casing, 2400 mm dia, per 0.3 m (Casing,
96" dia, per lf)
Casing, 2700 mm dia, per 0.3 m (Casing,
108" dia, per lf)
Casing, 3000 mm dia, per 0.3 m (Casing,
120" dia, per lf)
Pile, all depths "H" pile, per 45.0 kg (Pile,
all depths "H" pile, per hundred-weight)
Pipe, 250-300 mm dia, per 0.3 m (Pipe, 10-
12" dia, per lf)
Plate, 22 mm thick, per 9.3 sm (Plate, 7/8"
thick, per 100 sf)
Plate, 25 mm thick, per 9.3 sm (Plate, 1"
thick, per 100 sf)
Plate, 38 mm thick, per 9.3 sm (Plate, 1.5"
thick, per 100 sf)
Metal form, 1.8 m x3.0 m, per 14.6 m
(Metal form, 6x10 box culvert, per 48 lf)
Metal form, 2.4 m x3.7 m, per 15.2 m
(Metal form, 8x12 box culvert, per 50 lf)
Metal form, 2.1 m x4.3 m, per 15.2 m
(Metal form, 7x14 box culvert, per 50 lf)
Metal form, type 25 barrier, per 3.0 m
(Metal form, type 25 barrier, per 10 lf)
Metal form, type 26 barrier, per 3.0 m
(Metal form, type 26 barrier, per 10 lf)
Metal form, type 27 barrier, per 3.0 m
(Metal form, type 27 barrier, per 10 lf)
Metal form, type 50 barrier, per 3.0 m
(Metal form, type 50 barrier, per 10 lf)
Metal form, 1.8 m x 3.7 m girder panel, per

0.1 sm ( 6x12 girder panel, per sf)
Metal form, all heights paving, per 3.0 m
(Metal form, all heights paving, per 10 lf)
Scaffolding, 1.5 m section, per section
(Scaffolding, 5' section, per section)
Scaffolding, 3.0 m section, per section
(Scaffolding, 10' section, per section)
Scaffolding, 4.6 m section, per section
(Scaffolding, 15' section, per section)
Scaffolding, bottom/top section, per 1.5 m
section (per 5 ft section)
Scaffolding, 2.1 m high, rolling
(Scaffolding, 7' high, rolling)
Scaffolding, spider staging, plus air
compressor
Shoring, 1.1 m deep x 2235 mm wide, per
section (Shoring,3.5' deep x 88" wide
trench, per section)
Shoring, 1.2 m deep x 3.7 m wide box, per

7.3 m (Shoring, 4' deepx12' wide trench
box, per 24')
Shoring, 1.5 m deep x 2235 mm wide, per
section (Shoring, 5' deep x 88" wide trench,
per section)
Shoring, 2.1 m deep x 1397 mm wide, per
section (Shoring, 7' deep x 55" wide trench,
per section)
Shoring, 2.1 m deep x 2235 mm wide, per
section (Shoring, 7' deepx88" wide trench,
per section)
Shoring, 2.4 m deep x 4.6 m wide, per 3.0 m
(Shoring, 8' deepx15' wide trench box, per
10')
Shoring, 2.4 m deep x 2.4 m max width, per

7.3 m(8' deep x 8' max width trench box,
per 24' )
Shoring, 3.0 m deep x 2.4 m max box, per

4.9 m (Shoring, 10' deepx8' max trench
box, per 16')
Shoring, 3.0 m deep x 2.4 m max box, per

7.3 m (Shoring, 10' deepx8' max trench
box, per 24')
Wood, 50 mm x255 mm, per 30.5 m (Wood,
2"x10", per 100 lf)
Wood, 50 mm x305 mm, per 30.5 m (Wood,
2"x12", per 100 lf)
Wood, 100mm x100mm, per 30.5 m (Wood,
4"x4", per 100 lf)
Wood, 100 mm x150 mm, per 30.5 m
(Wood, 4"x6", per 100 lf)
Wood, 100 mm x205 mm, per 30.5 m
(Wood, 4"x8", per 100 lf)
Wood, 100 mm x305 mm, per 30.5 m
(Wood, 4"x12", per 100 lf)
Wood, 150 mm x305 mm, per 30.5 m
(Wood, 6"x12", per 100 lf)
Wood, 150 mm x455 mm, per 30.5 m
(Wood, 6"x18", per 100 lf)
Wood, 205 mm x405 mm, per 30.5 m
(Wood, 8"x16", per 100 lf)
1500
1600
0120
0130
0140
0150
0160
0170
0180
0190
0200
0210
0220
0230
0310
0320
0330
0340
0350
0360
0370
0380
0390
0410
0420
0430
0440
0450
0460
0510
0515
0520
0530
0540
0550
0560
0570
0580
0605
0610
0615
0620
0625
0630
0635
0640
0645
$43.99
$53.85
$0.05
$0.08
$0.11
$0.27
$0.33
$0.38
$0.50
$0.05
$0.03
$1.62
$1.84
$2.76
$56.22
$62.31
$68.49
$3.41
$3.61
$3.11
$3.37
$0.20
$0.05
$0.70
$1.56
$2.05
$0.97
$1.46
$31.32
$1.61
$14.72
$1.70
$1.49
$1.79
$12.13
$23.95
$21.50
$29.92
$0.20
$0.26
$0.17
$0.25
$0.35
$0.53
$0.88
$1.43
$1.75
22 PAVEMENT GRINDERS, DIAMOND
BLADES

PAVEMENT GRINDERS, TUNGSTEN-

CARBIDE BITS
Includes water(but not water truck or trailer), coolant, cutting compounds and all attachments and accessories. Replacement blades are included in the rates listed below.

Includes water(but not water truck or trailer), coolant, cutting compounds and all attachments and accessories. Replacement bits or tips are included in the rates listed below.
[ PGDIA ]
[ PGT-C ]
DELAY FACTOR = 0.09 OVERTIME FACTOR = 0.92 DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90 TANK

TRAFFIC SAFETY
CONCUT

CUSHION CUT

PENHALL
TARGET

BARBER-GREENE

CATERPILLAR
C.M.I.

INGERSOLL-RAND
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ TANK ]
[ TRAF ]
[ CCUT ]
[ CUCT ]
[ PENH ]
[ TARG ]
[ B-G ]
[ CAT ]
[ CMI ]
[ I-R ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Wood, 305 mm x455 mm, per 30.5 m
(Wood, 8"x18", per 100 lf)
Wood, 305 mm x305 mm, per 30.5 m
(Wood, 12"x12", per 100 lf)
Wood form, type 27 barrier, per 2.4 m
(Wood form, type 27 barrier, per 8 lf)
Wide flange beam, all depths, per 45 kg
(Wide flange beam, all depths, per hundred
wt.)
Tank, metal, 0-2270 liters (0-600 gallons)
Tank, metal, 2270-4540 liters (600-1200
gal)
Tank, metal, 4540-9840 liters (1200-2600
gal)
Tank, metal, 22 710 liters (6000 gallons)
Tank, metal, 28 390 liters (7500 gallons)
Tank, metal, 30 280 liters ( 8000 gallons)
Tank, metal, 37 850 liters (10000 gallons)
Crash cushion barrel, filled, each
K-rail, temporary concrete barrier, per 6.1
m (20 lf)
BC-38 (136 blades)
BC-244 (187 blades)
BC-1268 (48 blades)
HG-130A (127 blades)
PC-390(171 blades)
G-38 (172 blades)
CG-65 (41 blades)
PRM-3804 (170 blades)
RX-20
RX-30
RX-40B
RX-50
RX-80B
PM-800
PR-105
PR-275
PR-450
PR-750
PR-750B
PR-1000
PR-275 RT
PR-375
PR-450
PR-525
PR-500FL
PR-750
PR-800-7
PR-1000
MW-175
MW-250
MW-250C
MT-6520 (crawler)
MW-6520
MW-6520HC
MT-7000
0650
0655
0660
0670
0710
0720
0730
0740
0750
0760
0770
0810
0820
0500
0505
0510
0600
0610
0800
0900
0905
0100
0105
0110
0115
0120
0200
0201
0205
0210
0215
0216
0220
0150
0155
0160
0165
0170
0175
0177
0180
0280
0285
0286
0300
0305
0310
0315
$1.97
$1.70
$0.37
$0.05
$0.96
$1.31
$3.25
$6.53
$8.19
$8.67
$9.62
$1.36
$0.62
$212.73
$259.86
$80.14
$199.05
$312.26
$401.50
$117.42
$443.44
$214.10
$340.25
$399.06
$468.15
$790.03
$607.33
$101.86
$281.62
$419.05
$625.18
$650.93
$854.82
$269.56
$346.82
$398.46
$438.28
$473.59
$607.95
$661.88
$708.81
$118.75
$126.82
$152.19
$385.05
$274.71
$359.96
$489.65
23 PUMPS, WATER HOSE

ROLLERS, TANDEM STEEL WHEELS
Centrifugal and diaphragm types (including submersibles). Rate includes power (gas, diesel or electric generator), 7.6 meters(25 lineal feet) of suction hose, 15.2 meters (50 lineal feet) of discharge hose, foot valve and all fittings, attachments and accessories.

Includes all attachments and accessories.
[ PUMWA ]
[ ROL-2 ]
DELAY FACTOR = 0.36 OVERTIME FACTOR = 0.68 DELAY FACTOR = 0.10 OVERTIME FACTOR = 0.91

WIRTGEN
A PUMP

INLET-SUCTION HOSE

OUTLET-DISCHARGE HOSE
BOMAG

DRESSER

FERGUSON
GALION
HYSTER
Listed by Mfr's rated capacity measured in thousands of liters per minute (thousands of gallons per hour) at 3.0 meters (10 feet) of suction head.

Additional 7.6 meter (25 foot) lengths of suction hose shall be paid based on the inside hose diameter in millimeters (inches).

Additional 15.2 meter (50 foot) lengths of discharge hose shall be paid based on the inside hose diameter in millimeters (inches).

Model

OVER TO

OVER TO
Model
Model
Model
Model
Model
[ WIRT ]
[ APMP ]
[ INHS ]
[ OUHS ]
[ BMAG ]
[ DRES ]
[ FERG ]
[ GALN ]
[ HYST ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
300VC
1000VC
1900DC
2000VC
2100VC
2200VC
3500VC
4200VC
0 0.6 (10)

0.6 (10) 1.3 (20)

1.3 (20) 1.9 (30)

1.9 (30) 3.2 (50)

3.2 (50) 7.9 (125)

7.9 (125) 15.8 (250)
0 60 (2.5)
60 (2.5) 80 (3)
80 (3) 100 (4)
100 (4) 150 (6)
0 60 (2.5)
60 (2.5) 90 (3.5)
90 (3.5) 100 (4)
100 (4) 150 (6)
BW-4AS
BW-6AS
BW-10AS
BW-12AS
S3-5B
S8-12A
S10-14A
3-5 ton
3-5A
4-6A
5-8 ton
5-8A
8-12 ton
8-12B
8-12A
10-14 ton
10-14A
10-14B
4-6 ton roll-o-static
S4-6A, S4-6B
5-8 ton roll-o-static
S5-8A
8-10.5 ton roll-o-static
S8-10.5A
8-12 ton roll-o-static
S8-12A
C 330A 3-5 ton
C 330B 3-5 ton (Hypac)
C 330A 4-6 ton
C 330B 4-6 ton (Hypac)
C 340A 5-8 ton
C 340A 8-10 ton
C 340B 5-8 ton
0380
0390
0395
0400
0402
0405
0410
0420
000-010
010-020
020-030
030-050
050-125
125-250
0-2.5

2.5-3.5

3.5-4
4-6
0-2.5

2.5-3.5

3.5-4
4-6
1150
1155
1160
1165
2500
2520
2525
4048
4048A
4142A
4236
4240
4424
4424B
4430
4450
4455
4455B
4650
4670
4800
4820
4988
5000
5176
5190
6520
6520B
6525
6526
6530
6540
6545
$45.14
$171.06
$407.10
$396.93
$514.58
$679.38
$691.78
$709.77
$4.59
$7.15
$8.32
$30.76
$36.17
$42.56
$0.09
$0.16
$0.23
$0.37
$0.07
$0.13
$0.19
$0.25
$31.25
$32.96
$56.70
$57.52
$41.25
$53.95
$54.77
$25.71
$27.03
$27.19
$61.18
$45.94
$47.76
$49.64
$46.98
$48.71
$47.53
$50.24
$40.46
$43.20
$47.04
$49.46
$47.72
$50.20
$48.04
$50.89
$42.95
$32.25
$44.38
$34.50
$53.09
$53.67
$46.20
24 ROLLERS, RUBBER TIRE, SELF

PROPELLED

ROLLER-TAMPING, SEGMENTED,

SHEEPSFOOT, SELF PROPELLED
Includes all attachments and accessories.

Includes all attachments and accessories.
[ ROLRT ]
[ ROTAM ]
DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.87 DELAY FACTOR = 0.09 OVERTIME FACTOR = 0.92 INGRAM

REXNORD

BUFFALO-BOMAG

CATERPILLAR

DYNAPAC
GALION
HYSTER

BUFFALO-BOMAG

CATERPILLAR
RAYGO

REXNORD
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ INGM ]
[ RXND ]
[ B-B ]
[ CAT ]
[ DYPC ]
[ GALN ]
[ HYST ]
[ B-B ]
[ CAT ]
[ RAGO ]
[ RXND ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
C 340C 5-8 ton (Hypac)
C 340B 8-10 ton
C 340C 8-10 ton (Hypac)
C 350B 8-12 ton
C 350B 10-14 ton
C 350C 8-12 ton
C 350C 10-14 ton
C 350D 8-12 ton
4-6 ton FB
5-6.5 ton FB
8-12 ton HB
10-14 ton HB
3-5 ton
4-6 ton
5-8 ton
7-10 ton
8-12 ton
10-14 ton
BW 20R
PS 110
PS 130
PS 180
PS 200B
CP 15
CP 21
CP 27
3500
P 3000
P 3500A
C 530A
C 550A
K 300
K 301
K 401
815
815B
815F
825B
825C
835
30 45
RAM PAK 45
3-30
3-35 PACTOR
3-45 PACTOR
3-50, 3-50A PACTOR
3-55, 3-55B PACTOR
6546
6548
6549
6710
6740
6750
6755
6757
6900
6965
7175
7275
8566
8572
8578
8584
8590
8596
2624
3460
3465
3470
3480
3500
3510
3520
4310
4315
4320
5401
5494
1630
1635
1638
2300
2310
2320
2500
2510
2700
6490
6500
6505
7120
7127
7130
7140
7150
$48.38
$46.96
$48.89
$54.61
$55.13
$48.31
$49.05
$49.85
$32.37
$34.00
$47.18
$47.82
$31.51
$32.11
$72.26
$72.46
$72.83
$73.18
$53.24
$51.50
$50.88
$53.22
$67.41
$49.64
$60.07
$77.94
$53.43
$47.97
$53.10
$51.07
$57.77
$105.45
$115.94
$134.73
$120.24
$173.28
$187.57
$203.41
$256.52
$260.55
$102.07
$153.37
$163.67
$122.35
$145.31
$186.83
$212.43
$248.48
25 ROLLERS-TAMPING, SEGMENTED,

SHEEPSFOOT, TOWED

ROLLERS, VIBRATORY, SELF

PROPELLED
Includes all attachments and accessories. Listed by drum dimensions in millimeters (feet) in either direction. The first digit is the diameter and the second digit is the length of each drum.

Includes all attachments and accessories.
[ ROTAT ]
[ ROVIB ]
DELAY FACTOR = 0.44 OVERTIME FACTOR = 0.61 DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.86

SINGLE DRUM UNIT

DOUBLE DRUM UNIT

BUFFALO-BOMAG
BOMAG
BROS
CASE

CATERPILLAR
Model
Model
Model
Model
Model
Model
Model
[ ADRU ]
[ DDRU ]
[ B-B ]
[ BMAG ]
[ BROS ]
[ CASE ]
[ CAT ]
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
1220 mm x1220 mm (4'X4') & under
over 1220 mm (4') - not over 1520 mm (5')
over 1520 mm (5')
1220 mm x1220 mm (4'X4') & under, each
over 1220 mm (4') - not over 1520 mm (5'),
each
over 1520 mm (5'), each
BW 210
BW 210A
BW 213
BW 214
BW 35
BW 60, 60S
BW 65, 65S
BW 75, 75S
BW 85T
BW 90
BW 100AD-3
BW 120AD
BW 142PD
BW 151AD
BW 170AD, D
BW 172AD, D
BW 202AD
VM 255
VM 268, VM 268H
VM 278
50B
W 251
252, W 252
752, W 752
1102, W 1102
1102D, W 1102D
602D
752B
CB 54
CS 56
CB 64
CB 214
CB 214B
CB 224
CB 224B
CB 224C
CB 224E
CB 314
CP 323 padfoot drum
CS 323 smooth drum
CB 414
CS 431
CS 431B
CP 433 padfoot drum
CP 433B padfoot drum
CP 433E
CS 433 smooth drum
CS 433B smooth drum
CB 434
CB 434D
CB 514
CB 534
CB 534C
CB 534D OR XW
CS 551
CP 553 padfoot drum
CS 553 smooth drum
CP 563 padfoot drum
CS 563 smooth drum
CS 563C
CB 614
CB 634
CB 634C
4X4
4X5
5 4X4
4X5
5 2060
2070
2080
2090
0700
0800
0900
1000
1200
1300
1325C
1350
1359
1365
1380
1385
1400
2023
2024
2025
2228
2400
2405
2450
2500
2505
2510
2520
7000
7020
7400
8025
8026
8030
8031
8031C
8031E
8035
8040
8042
8045
8050
8051
8055
8056
8056E
8060
8061
8062
8062D
8065
8067
8067C
8067D
8070
8075
8080
8082
8083
8083C
8085
8095
8095C
$2.49
$2.82
$5.12
$6.04
$18.27
$33.72
$79.72
$81.79
$80.86
$82.68
$7.79
$12.32
$8.46
$13.78
$24.24
$16.32
$42.26
$43.17
$48.41
$69.39
$61.79
$61.74
$95.03
$61.90
$76.07
$119.05
$9.09
$30.09
$39.82
$67.07
$90.00
$89.76
$61.58
$70.04
$118.93
$130.89
$135.09
$38.60
$39.89
$39.75
$41.84
$42.69
$44.84
$41.57
$65.83
$64.04
$62.79
$58.83
$81.14
$65.60
$87.77
$102.83
$67.11
$84.67
$72.60
$86.04
$79.97
$103.73
$98.54
$124.70
$115.13
$120.18
$116.46
$121.77
$117.74
$122.88
$126.71
$124.08
$124.63
26 DYNAPAC
ESSICK
HYSTER

INGERSOLL-RAND
Model
Model
Model
Model
[ DYPC ]
[ ESIK ]
[ HYST ]
[ I-R ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
LR 90
A 36V, A 36D
CA 12
CA 12D
CA 12PD
CA 12PDB strikeoff blade
CA 15
CA 15A
CA 15D
CA 20D
CA 15PD
CA 25
CA 25S
CA 25A, CA 25D
CA 25PD
CA 25T
CA 30
CA 30D
CA 51S, CA 51D
CA 55D
CA 151PDB
CC 10, CC 10 series II
CC 10A
CC 102
CC 12
CC 14
CC 21
CC 21 II
CC 211
CC 42 II Dynatronic
CC 42A
CC 50
CC 50A
CC 50PD
CC 50S
DD 18
300V
2100V
VR 30RE
VR 42RE
V 30WR, V 30W2-R
C 612B
C 610A
C 610B
C 615B
C 617B
C 620B
C 625B
C 627B
C 727A
C 748A (Hypac/Hyster)
C 766A
C 766B (Hypac/Hyster)
C 850A
C 850B (Hypac/Hyster)
C 852A
C 852B (Hypac/Hyster)
C 860A
C 860B (Hypac/Hyster)
DD 22
DD 23
DD 24
DA 30
DD 35
DA 40
DA 41
DD 34HF
DA 48
DA 50
DD 65
DF 84
DS 84
DD 90
DD 110
DD 130
DD 145
SPA 56
SP 48
SP 48DD
SPF 48
SPF 48B
SP 54
SP 54DD
SPA 54
SPF 54
SP 56
2401
2405
2409A
2409B
2409E
2409H
2410
2420
2421
2422
2425
2430
2440
2450
2455
2460
2462
2464
2466
2468
2469
2470
2472
2472C
2472E
2473
2474
2474B
2474C
2475
2476
2482
2488
2488E
2489
2498
2499E
2499H
2700
2820
2902
3450
3500
3540
3562
3563
3566
3570
3572
3572E
3572F
3572G
3572H
3572J
3572K
3572N
3572P
3572S
3572T
3565
3570
3572
3573
3573C
3573E
3573G
3573HF
3573M
3574
3574A
3574B
3574C
3574D
3574F
3574H
3574J
3810
3880
3885
3890
3892
4000
4005
4010
4020
4030
$17.98
$42.86
$58.15
$48.58
$49.09
$46.41
$76.05
$65.74
$79.70
$64.72
$66.43
$97.25
$95.65
$100.43
$103.71
$88.97
$101.91
$106.65
$127.05
$130.07
$91.63
$39.04
$34.49
$41.30
$42.84
$61.69
$62.29
$65.59
$74.83
$101.46
$100.34
$112.20
$124.86
$194.24
$185.64
$15.89
$20.63
$19.40
$11.74
$29.97
$13.06
$69.10
$54.02
$67.24
$69.47
$69.98
$68.83
$70.64
$71.33
$101.94
$45.53
$88.80
$107.11
$108.95
$125.25
$114.77
$128.94
$113.39
$122.40
$51.03
$37.57
$49.56
$39.38
$40.94
$69.19
$71.66
$59.91
$96.59
$96.59
$72.97
$158.65
$155.22
$102.39
$113.82
$152.13
$131.33
$74.10
$73.34
$75.03
$77.45
$78.73
$75.41
$77.52
$76.35
$82.80
$87.25
27 KOEHRING-BOMAG
MIKASA
RAYGO
RAMMAX
SAKAI
TAMPO
Model
Model
Model
Model
Model
Model
[ KOBO ]
[ MIKA ]
[ RAGO ]
[ RAMX ]
[ SAKI ]
[ TAMP ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
SP 56DD
SP 56DH
SPF 56
SPF 56B
SPF 56DH
SPF 56DHB
SP 60
SP 84
SP 60DD
SPF 60
SPF 60B
SPF 60C
SPF 84
SPF 84B
SD 40D
SD 40F w/ blade
SD 70
SD 100
SD 100D
SD 100F
SD 115D
SD 150D
BW 120AC
BW 120AD
BW 121AD
BW 130AD
BW 140AD
BW 141AC
BW 141AD
BW 142D
BW 172
BW 172D
BW 213D
BW 214D
BW 215D
BW 217D
BW 220D
MDR 7DW
MDR 9G
MDR T38S
MRV 10GA
1-36 REBEL
2-36 ROMPER
2-66 RANGER
2-84 RANGER
220A RASCAL
320A RASCAL
320S RASCAL
400A RASCAL
404B RUSTLER
410A RASCAL
600A RASCAL
4000 RASCAL
4200 RASCAL
4404 RUSTLER
P 33/24
P 33/24 w/ remote
P 51
S 51
P 47
SV 70
SV 70D
SV 91
SV 91D
SV 200D
RP 16D (HD)
RP 28D
RP 48D
RP 58D
RS 16 (HD)
RS16A (HD)
RS 16D (HD)
RS 28C
RS 28D
RS 58D
RS 156A
RS 166A
RS 188A
RS 210
4035
4037
4040
4050
4080
4090
4100
4105
4110
4120
4130
4132
4133
4134
4138
4138FB
4139
4140
4140D
4140F
4141D
4143D
4168E
4169
4193
4193E
4194
4194B
4194E
4194H
4212
4212E
4237
4238
4240
4242
4250
4404
4405
4407
4409
4805
4810
4820
4830
4840
4876
4890
5010
5110
5150
5220
5235
5236
5236E
4605
4606
4625
4630
5290
8025
8026
8050
8051
8060
5990
5995
6110
6115
6170
6180
6185
6315
6320
6327
6340
6350
6370
6400
$90.29
$124.00
$92.41
$95.48
$125.57
$129.67
$159.36
$129.04
$181.48
$186.41
$194.82
$171.35
$130.84
$135.54
$66.07
$67.67
$76.27
$94.71
$115.53
$116.12
$145.34
$156.30
$42.40
$43.14
$38.84
$45.04
$69.58
$66.60
$61.96
$46.47
$58.70
$61.27
$97.87
$119.72
$119.09
$149.62
$113.12
$10.41
$14.67
$10.56
$16.28
$18.27
$39.92
$98.61
$138.04
$57.69
$69.06
$66.19
$69.88
$75.49
$73.65
$94.18
$103.67
$109.96
$41.27
$22.53
$21.78
$86.03
$46.39
$44.08
$69.59
$72.07
$105.21
$107.29
$52.23
$66.37
$88.90
$118.32
$106.61
$63.33
$65.40
$65.92
$84.56
$85.85
$105.07
$69.08
$91.40
$117.59
$90.45
28 SHOVELS & CRANES CRAWLER

SHOVELS & CRANES, TRUCK MOUNTED

SANBLASTING EQUIPMENT
Includes all attachments and accessories when used as a crane, clamshell, dragline or for pile driving (not including leads or driving equipment).

Includes truck/carrier. Includes all attachments and accessories when used as a crane, clamshell, dragline or for pile driving (leads and driving equipment not included).

Includes helmets, gauntlets, 30.5 meters(100 feet) of hose, pot, all control valves, nozzles and other attachments and accessories. Rated in accordance with the capacity of the pot measured in kilograms(pounds)of sand. [ S&CCL ]
[ S&CTK ]
[ SANBL ]
DELAY FACTOR = 0.19 OVERTIME FACTOR = 0.84 DELAY FACTOR = 0.21 OVERTIME FACTOR = 0.81 DELAY FACTOR = 0.51 OVERTIME FACTOR = 0.53 WACKER

LINK-BELT

MANITOWOC
P&H

AMERICAN HOIST & DERRICK

LINK-BELT
P&H

REMOTE CONTROL ONLY
Model
Model
Model
Model
Model
Model
Model

OVER TO
[ WACK ]
[ L-B ]
[ MTWC ]
[ P&H ]
[ AMHD ]
[ L-B ]
[ P&H ]
[ REMC ]
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
R 900
R 1000
W 55T
W 74L, W 74T
W 74
W 75
WDH 84
WDH 86-110
WHK 90, WHK 90L
LS 78
LS 78 pipeliner
LS 98
LS 98 pipeliner
LS 98A
LS 108B
LS 108D
LS 118
LS 218H
LS 318
LS 338
LS 518
222EX (WEST)
2900 WC
3000 W
3900B (100 ton)
3900 W VICON series 2
4000 W VICON
4100 W VICON series 1
4100 W VICON series 2
4600 VICON series 1
4600 VICON series 3
535
550
670 WLC
5470
5530
7450
7460
7530
8460
8470
HC 48A
HC 108B
HC 108C
HC 138
HC 138A
HC 218
HC 218A
HC 228H
HC 238A, 238B
440 TC
650A TC
670 TC
790 TC
8115A TC
45 (100) 159 (350)
159 (350) 272 (600)
272 (600) 454 (1000)
454 (1000) 680 (1500)
680 (1500) 907 (2000)
7850
7855
7860
7880
7890
7900
7910
7912
7915
4702
4724
4826
4852
4924
4980
4981
4998
5010
5012
5020
5124
5600
5764
5812
6036
6132
6180
6196
6198
6328
6332
7716
7748
7892
1015
1080
1130
1140
1170
1178
1179
4332
4960
4970
4992
4995
5050
5051
5054
5065
7240
7720
7790
7880
7950
010-035
035-060
060-100
100-150
150-200
$26.68
$42.44
$12.83
$12.70
$12.34
$13.49
$17.82
$22.00
$22.23
$80.41
$82.57
$92.46
$99.28
$93.61
$103.49
$131.89
$150.95
$246.51
$150.15
$162.13
$238.18
$303.28
$135.27
$176.70
$223.83
$287.05
$262.45
$385.92
$395.88
$573.16
$669.93
$136.47
$142.91
$164.94
$131.17
$223.62
$134.91
$185.71
$208.97
$262.34
$407.28
$80.64
$100.97
$137.05
$104.07
$222.14
$138.53
$221.84
$268.65
$222.18
$98.72
$140.38
$144.31
$137.48
$188.68
$2.10
$2.77
$2.81
$3.52
$3.92
29 SAWS, CHAIN AND EARTH AUGER

ATTACHMENT

SAWS, CONCRETE AND MASONRY

SCRAPERS, SELF PROPELLED
Hand held type, one or two man, gas, air or electric powered including all attachments and accessories. Blades, chains and tips shall be paid separately.

Saws which cost less than $500 are considered minor tools and are no longer listed. Rated in accordance with Mfr's kilowatts (horsepower).

Self powered gas, air or electric powered. Includes water ( but not water truck or trailer), coolant, cutting compounds and all attachments and accessories.

Saw blades or abrasive discs shall be paid in accordance with the following sawkerf codes.

Includes all attachments and accessories.
[ SAWCH ]
[ SAWCO ]
[ SCRSP ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89 DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.86 DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89 SAWS

SINGLE & MULTI-BLADE

OPERATION

BLADE SAWKERF

CATERPILLAR

JOHN DEERE

INTERNATIONAL
Listed in accordance with Mfr's rated kilowatts (horsepower).

The following allowance is entered on the extra work bill by using the length x depth per blade.

Model

OVER TO
UNITS
Model
Model
Model
[ SAW ]
[ ABOP ]
[ ABSK ]
[ CAT ]
[ DEER ]
[ INTL ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
>3.7 (5 ) 30 amps @ 120V
0 7.5 (10)

7.5 (10) 14.9 (20)

14.9 (20) 24.6 (33)

24.6 (33) 33.6 (45)

33.6 (45) 48.5 (65)
Rate /blade/ 30.5 m (100 lin ft) / 25 mm
(inch) depth
Rate/blade/ 0.3 m (lin ft) / 25 mm (inch)
depth
613
613B
613C
615
615C
621B cushion hitch
623B
623E
623F
627B push pull
627E non push-pull
627E push-pull
631C 67M5012 serial
631D
631E
633C non cushion hitch
633C cushion hitch
633C 66M693 serial
633D
637 cushion, non-push-pull
637 non-cushion, push-pull
637D non push-pull
637D push-pull
639D
637E
637E push-pull
641B non cushion hitch
641B cushion hitch
651B non cushion hitch
651B cushion hitch
651E
657B non cushion, non p-p
657B cushion, push-pull
657E non push-pull
657E push-pull
660B
666B
JD 760A
JD 762
JD 762A
JD 762B
JD 860A
JD 860B
JD 862
JD 862B
412B
431B
433B
5-HP
0-10
10-20
20-33
33-45
45-65
100'/IN

LF-INDE
1395
1400
1402
1415
1416
1680
1700
1702
1703
1770
1772
1773
2170
2180
2185
2305
2315
2320
2330
2375
2410
2460
2470
2475
2476
2477
2620
2655
2935
2970
2975
3360
3370
3375
3380
3470
3600
3845
3860
3865
3866
3920
3930
3940
3942
5631
5637
5643
$3.57
$4.19
$9.46
$18.78
$21.69
$26.12
$18.00
$0.18
$87.08
$96.05
$119.07
$164.97
$179.54
$210.89
$216.51
$254.39
$264.91
$280.61
$297.01
$301.93
$244.09
$296.60
$321.43
$240.53
$240.43
$249.67
$306.89
$362.91
$365.21
$436.01
$440.10
$450.18
$470.63
$476.23
$307.29
$352.65
$358.61
$361.15
$433.32
$575.60
$582.31
$663.29
$682.92
$335.69
$542.22
$86.82
$106.33
$110.68
$127.37
$126.79
$133.29
$156.50
$187.49
$106.66
$207.83
$306.42
30 TRACTORS, CRAWLER
Includes all attachments and accessories such as dozer blade and power control blocks when needed, but does not include backhoe, winch or ripper units listed elsewhere in this schedule.
[ TRACC ]
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.88 TEREX
WABCO
CASE

CATERPILLAR
Model
Model
Model
Model
[ TERX ]
[ WAB ]
[ CASE ]
[ CAT ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
S 11EB
S 23E 33TOT-H-93SH, elev
S 24 49LOT-76SH serial
S 24B 023-024 serial
S 24C
101F
101G
111A
222G
222H
350
350B
450
450B
450C
475
550
650
850
850B
850C
850D
1150B
1150C
1150D
1150E
D-3
D-3B
D-3 LGP
D-3B LGP
D-3B SA
D-3C
D4C Series III
D-4D
D-4E direct drive
D-4E power shift
D-4H
D-4H LGP
D-4H Series II
D-4E SA
D-4E LGP power shift
D-4E LGP direct drive
D-4G XL
D-5
D-5B power shift
D-5B SA
D-5B LGP
D-5C
D-5H
D-5H Series II
D-5H LGP
D-6C direct drive
D-6C power shift
D-6C LGP
D-6D
D-6D SA
D-6D LGP
D-6H
D-6H Series II
D-6H LGP
D-6M LGP
D-6N XL
D-6R DS
D-6R XL
D-7G
D-7G LGP
D-7G SA
D-7H
D-7H Series II
D-7H LGP
D-8K
D-8L
D-8L SA
D-8N
D-8R
D-8T
D-9H
D-9L
D-9N
D-9R
D-10
D-10N
D-10R
D-11N
8245
8250
8260
8270
8275
8570
8575
8640
8700
8704
1820
1825
1868
1869
1869E
1870
2000
2100
2128
2130
2135
2140
2250
2255
2257
2258
2340
2345
2350
2355
2370
2380
2450
2655
2660
2665
2670
2675
2680
2772
2780
2782
2790XL
3194
3206
3325
3345
3346
3347
3348
3350
3645
3688
3710
3720
3725
3730
3732
3733
3735
3745
3755
3800
3815
4180
4200
4210
4215
4216
4220
4858
4862
4863
4864
4870
4880
5160
5165
5170
5175
5220
5225
5227
5230
$86.14
$200.49
$258.90
$310.38
$334.02
$100.13
$99.51
$94.38
$184.53
$207.27
$40.05
$42.22
$34.05
$38.30
$43.53
$56.38
$45.64
$53.98
$46.26
$49.83
$54.15
$57.21
$69.07
$74.92
$77.36
$80.08
$40.14
$44.09
$40.80
$45.38
$49.44
$46.58
$59.19
$48.40
$50.57
$51.91
$65.52
$64.86
$66.81
$61.78
$52.11
$52.11
$59.86
$69.28
$72.79
$79.90
$75.55
$64.45
$86.39
$90.56
$89.52
$90.24
$90.90
$93.48
$102.20
$115.53
$102.59
$116.75
$121.59
$121.46
$111.54
$114.71
$127.35
$133.93
$152.79
$148.33
$166.23
$158.61
$168.49
$165.30
$206.15
$245.13
$269.02
$218.44
$239.36
$291.52
$275.55
$326.71
$277.25
$322.09
$500.33
$399.51
$444.75
$618.36
31 TRACTORS, HEAVY
Includes all attachments and accessories such as dozer blade, power control units and push blocks, when needed, but does not include backhoe, winch or ripper units listed elsewhere in this schedule.
[ TRACH ]
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.88

JOHN DEERE

DRESSER

FIAT-ALLIS

KOMATSU

CATERPILLAR
Model
Model
Model
Model
Model
[ DEER ]
[ DRES ]
[ F-A ]
[ KOMA ]
[ CAT ]
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
JD 350C
JD 350D
JD 400G
JD 450C
JD 450D
JD 450E
JD 450G
JD 450J LT/LGP
JD 550
JD 550A
JD 550B
JD 550G
JD 650G
JD 650H LGP
JD 750
JD 750B
JD 750 LGP
JD 750B LGP
JD 850
JD 850B
JD 850 LGP
JD 850B LGP
TD 7E
TD 7G
TD 8E
TD 8G
TD 12
TD 12 LGP
TD 15C
TD 15E
TD 15C LGP
TD 20E
TD 20G
TD 20G LGP
TD 25E
TD 25G
10C
10C LGP
14C
FD 20
21C
FD 30
31 FD 40
D 21P-6
D 31A-16
D 31A-17
D 31E-17
D 31E-18
D 31P-16
D 31P-17
D 31P-17B
D 58E-1
D 58P-1
D 65E-6
D 65E-7, E-8
D 65P-6
D 65P-7 / D 65P-8
D 68P-1
D 68E-1
D 83E-1
D 83P-1
D 85P-18
D 85A-18
D 85E-12
D 85E-18
D 135A-1
D 155A-1
D 155A-2
D 375A-1
D 375A-2
D 455A-1
D 475A-2
814
814B
824B
824C
834B
5360
5365
5405
5474
5476
5478
5479
5479J
5480
5481
5483
5484
5484A
5484H
5485
5486
5487
5488
5490
5491
5492
5495
9100
9102
9105
9107
9110
9115
9120
9122
9125
9130
9135
9137
9139
9140
6043
6044
6048
6056
6060
6060E
6061
6061E
7965
7970
7972
7976
7977
7980
7981
7981E
8003
8003H
8070
8072
8080
8082
8083
8085
8087
8088
8090
8114
8120
8140
8150
8160
8161
8175
8176
8180
8186
1400
1410
1720
1730
2010
$44.34
$49.86
$41.24
$44.11
$45.74
$46.65
$49.96
$60.22
$49.65
$53.79
$52.49
$58.08
$65.06
$69.07
$77.38
$84.83
$80.43
$102.49
$101.31
$116.56
$106.24
$124.05
$45.16
$49.96
$54.94
$58.68
$78.84
$89.98
$109.55
$133.75
$106.51
$149.17
$178.02
$185.97
$213.67
$258.78
$87.44
$88.36
$110.38
$158.98
$184.70
$214.02
$292.53
$330.85
$48.08
$41.92
$45.69
$47.73
$50.24
$42.32
$46.45
$48.80
$92.09
$100.39
$106.81
$118.25
$109.65
$121.86
$134.17
$128.77
$155.62
$157.06
$167.71
$149.68
$132.00
$160.42
$206.53
$237.71
$237.36
$377.53
$415.47
$462.63
$644.49
$141.63
$202.31
$232.99
$276.96
$415.45
32 TRACTORS, RUBBER TIRE,

INDUSTRIAL, FARM & SKID STEER

TRAFFIC CONTROL & SAFETY DEVICES
(HOURLY RATES)

TRAFFIC CONTROL & SAFETY DEVICES
(DAILY RATES)
Includes supplies and servicing. The following allowance is entered on the extra work by using days instead of hours worked. Crash cushion barrels and K-rail sections are now listed with Non-Operated items[NONOP]. [ TRACS ]
[ TRAFA ]
[ TRAFC ]
DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.90 DELAY FACTOR = 0.36 OVERTIME FACTOR = 0.68 DELAY FACTOR = 0.73 OVERTIME FACTOR = 1.00

37.3 kW (50 HP) OR LESS
OVER 37.3 kW (50 HP)

CHANGEABLE MESSAGE SIGN

FLASHING ARROW SIGN
(1) BARRICADES
(2) TRAFFIC CONES
(3) PORTABLE DELINEATOR
(4) ILLUMINATED SIGNS
(5) FLASHING BEACON
(6) FLAG/SIGN STAND
(7) DELINEATOR DRUM
Including, but not limited to the following:

Bobcat--440B, 443B, 450, 453, 542B, 543B, 553, 742B, 743B, 753, 763, 773, 1840, 7753
Case-- 1818, 1825, 1835C, 1838
Deere-- 3375, 4475, 5200, 5575, 6675, 7775
Ford-- L250, L454, L455, L553, L555, L781
Gehl-- SL3310, SL3410, SL3725, SL3825, SL4525, SL4625
Hydra-Mac-- 1300, 1600, 1700D
JCB-- 165Robot, 165Robot Ser II
Massey-Ferguson-- MF30E
Mahto-- LS70, LS75, L933
Mustang-- 920, 920E, 921, 930A, 930AE, 940, 940E, 910, 911, 2040
New Holland-- 1220, 1320, 1620, 1920, 2120, 3415, 3930, L250, L255, L465, LX465, LX485, L565, LX565, LX665
Ramrod-- 230B, 300B, 584B, 784B, 550, 750, 1350, 1550
Thomas-- T-82, T-83, T-83S, T-103, T-132, T-133, T-133S Trak-- 1300HD, 1300C, 1300CX, 1500C
Including, but not limited to the following:

Bobcat-- 853, 863, 873, 943, 953, 980
Case-- 1845C
Deere-- 5300, 5400, 6200, 6300, 6400, 8875
Ford-- L783, L785, 250C, 260C
Gehl-- SL5625, SL6625, SL6635
Hydra-Mac-- 1850, 2650, 2650D
JCB-- 185Robot
Massey-Ferguson-- MF40E, MF50EX
Mustang-- 960, 2060
New Holland-- 4630, 5030, 5640, 6640, 7740, 7840, 8240, 8340, L865, LX865, LX885, 345D, 545D
Ramrod-- 1750, 1950
Thomas-- T-173HL, T-173HLS, T173HLS II, T-203HD, T-
233HD
Trak-- 1700HD, 1700C, 1700CX, 1700XHP
Including supplies, replacements and servicing.
(A) 750 mm to 900 mm high & 600 mm to 900 mm wide (30 to 36 inches high & 24 to 36 inches wide)
(B) 1500 mm high by 1200 mm wide min. (60" high by 48" wide min.)
Lost or destroyed are no longer paid on invoice.

Lost or destroyed are no longer paid on invoice.

Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ <50 ]
[ >50 ]
[ CMSN ]
[ FLAS ]
[ 1BAR ]
[ 2TC ]
[ 3DEL ]
[ 4SIG ]
[ 5BEA ]
[ 6FSS ]
[ 7DDR ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
with loader or dozer
auger, w/ or w/o loader or dozer
backhoe, w/ or w/o loader or dozer
with loader or dozer
auger, w/ or w/o loader or dozer
backhoe, w/ or w/o loader or dozer
Generator
Generator w/ cell remote
Solar
Solar w/ cell remote
Roof mounted
Trailer mounted
each with flasher
each without flasher
each
450 mm (18") high, per 100
700 mm (28") high, per 100
700 mm (28") high w/ refl sleeve, per 100
1,050 mm (42") high w/ refl sleeve, per 100
per 100
incl 900 mm x900 mm (3'x3') sign &
batteries
portable 12 volt
incl sign, stand & 3 flags
Del. drum w/ base per 100
A
B
C
A
B
C
GEN1
GEN2
SOL1
SOL2
RM
TM
A1
A2
B3
A100
B100
D100
E100
100
12V
12V
EACH
100
$36.46
$37.03
$39.11
$48.51
$49.23
$51.39
$19.39
$21.16
$13.70
$15.48
$1.21
$4.43
$0.56
$0.29
$1.29
$10.27
$17.82
$27.64
$45.98
$29.22
$7.18
$7.33
$3.31
$73.04
33 TRAILERS, EQUIPMENT, LOW BED

TRAILERS, EQUIPMENT, TILT BED

TRENCHING MACHINES
Includes all attachments and accessories related to hauling. The rates cover drop deck type with and without folding/removable gooseneck or oscillating trunion. Pilot vehicles are extra. Listed in accordance with number of axles and tires per axle. Includes jeeps, booster axles, and dollies. All loads shall be hauled legally or within Caltrans Permit Policy.

Includes all attachments and accessories related to hauling. Pilot vehicles are extra. Listed in accordance with the Mfr's rated capacity in tonnes(tons).

Includes all attachments and accessories. When used, tungsten carbide tips shall be replaced by separate invoice.
[ TRAIL ]
[ TRAIT ]
[ TRENC ]
DELAY FACTOR = 0.43 OVERTIME FACTOR = 0.63 DELAY FACTOR = 0.43 OVERTIME FACTOR = 0.63 DELAY FACTOR = 0.10 OVERTIME FACTOR = 0.91

LOW BED A

LOW BED B

LOW BED C

LOW BED D
TILT BED 1 AXLE
TILT BED 2 AXLES
BOBCAT
CASE

DITCH WITCH
2 axle
3 axle
4 axle
6 axle
Model
Model
Model
Model

OVER TO

OVER TO
Model
Model
Model
[ LB-A ]
[ LB-B ]
[ LB-C ]
[ LB-D ]
[ TB-1 ]
[ TB-2 ]
[ BCAT ]
[ CASE ]
[ D-W ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
4 Tires per axle
8 Tires per axle
4 Tires per axle
8 Tires per axle
4 Tires per axle
8 Tires per axle
8 Tires per axle
0 1.8 (2)

1.8 (2) 3.6 (4)

3.6 (4) 5.4 (6)

7.3 (8) 9.1 (10)

9.1 (10) 10.9 (12)

10.9 (12) 12.7 (14)

12.7 (14) 14.5 (16)

14.5 (16) 16.3 (18)

16.3 (18) 18.1 (20)

18.1 (20) 20.0 (22)

20.0 (22) 22.7 (25)
T 116
T 135
T 136
T 208
3022
TL 70
TL 100
TL 120
TL 200
16+4
25+4
25 + 4 XP
30+4 standard
DH 4
DH 4B
DH 5
DH 5 QUAD
DH 7
360
ROAD RUNNER 380
TF 300
TF 700
TF 800
TF 1000
760
R 30
R 36D
R 40
R 65
R 100
V 30
1410
1420
1500
1620
1810
2020
100
200
300
400
500
600
700
00-02
02-04
04-06
08-10
10-12
12-14
14-16
16-18
18-20
20-22
22-25
2000
2010
2020
2030
2040
9051
9053
9055
9070
9120
9170
9171
9224
9255
9256
9257
9259
9261
9263
9277
9374
9398
9405
9460
9465
5390
5400
5432
5556
5565
5618
5620
5625
5630
5635
5640
5645
$20.12
$25.37
$27.04
$31.34
$43.32
$53.75
$86.12
$1.07
$1.15
$1.90
$5.89
$6.78
$7.63
$8.48
$8.20
$7.91
$9.07
$8.81
$16.92
$38.84
$39.18
$8.70
$39.65
$7.19
$10.33
$12.45
$12.63
$18.00
$24.88
$31.58
$34.93
$47.58
$52.16
$44.59
$44.84
$52.90
$37.14
$52.30
$23.06
$32.33
$42.06
$47.55
$48.63
$32.54
$40.66
$41.79
$43.17
$97.74
$31.33
$12.79
$13.49
$9.52
$17.68
$18.06
$22.20
34 TRUCK, TRUCK TRAILERS, EXCL.

DUMP TRUCKS & EQPT TRAIL

TRUCKS, OFF-HIGHWAY
Includes all attachments and accessories related to hauling, with and without trailers as needed. Includes water trucks, freight trucks and passenger vehicles, including 4wd option. Listed by Mfr's Gross Vehicle Weight in Kilograms(pounds). For tractor-trailer units, the gross vehicle weight of the cargo carrying unit or units will control. In the case of water trucks, the tank capacity expressed in kilograms (pounds) of water plus 20%, will determine the gross vehicle weight. For attachment allowance, see attachment class.

Includes all attachments and accessories. Includes end dump, belly dump and earthmover types. Listed in accordance with Mfr's rated capacity in tonnes (tons). In the case of earthmover types, rated by Mfr's volumetric capacity, a factor of 1.4 tonnes per cubic meter (1-1/2 tons per cubic yard) of struck capacity shall be used.
[ TRUCK ]
[ TRUOF ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89 DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.80

MIDMARK

VERMEER
TRUCKS

TRUCK OFF-HIGHWAY
Model
Model

OVER TO

OVER TO
[ MDMK ]
[ VERM ]
[ T&TT ]
[ TRU ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
2200
2300
2310
3210
3210 Combo
3500
4010
4010 Combo
5010
6510
6510 Combo
300 A
321
400 A
440
CC-135
M 220
M 455 / M455A
M 475
M 475A
M 485
M 495
T 300B, T 300A
T 400C, T 400B, T 400A
T 600D, C, B, A
T 650
T 800B, T 800A, T800
T 800C
T 850
V 430
V 430A
V 434 / M 434
V 440
V 450
V 454
V 1550

CARS , LIGHT TRUCKS
3175 (7000) 5443 (12000) No small
pickups
5443 (12000) 9072 (20000)
9072 (20000) 12701(28000)
12701 (28000) 16330 (36000)
16330 (36000) 21773 (48000)
21773 (48000) 27216 (60000)
27216(60000) & Over

9.1 (10) 13.6 (15)

16.3 (18) 20.0 (22)

20.0 (22) 24.5 (27)

24.5 (27) 29.0 (32)

29.0 (32) 36.3 (40)

36.3 (40) 49.9 (55)

49.9 (55) 60.8 (67)
5650
5660
5662
5670
5675
5676
5677
5678
5679
5680
5685
7945
7950
7955
7960
8350
8380
8480
8570
8571
8580
8585
8718
8781
8842
8843
8870
8871
8875
8950
8951
9000
9015
9017
9020
9025
00-06
06-12
12-20
20-28
28-36
36-48
48-60
60 10-15
18-22
22-27
27-32
32-40
40-55
55-67
$21.19
$32.18
$33.96
$36.25
$37.15
$42.65
$55.57
$41.73
$42.45
$49.94
$53.18
$32.36
$33.69
$41.06
$51.10
$106.36
$21.57
$48.06
$50.38
$57.94
$54.00
$89.91
$33.00
$68.60
$98.46
$163.83
$156.91
$171.69
$305.75
$37.41
$41.83
$36.11
$39.30
$45.38
$40.04
$20.00
$35.85
$40.51
$52.44
$55.45
$62.25
$83.18
$91.76
$103.27
$65.12
$116.35
$145.35
$166.15
$225.79
$335.14
$376.34
35 TRUCKS, DUMP, ON-HIGHWAY WELDING EQUIPMENT
Includes all end dump, side dump and belly dump types; including all attachments and accessories.
[ TRUON ] [ WELD ]
DELAY FACTOR = 0.17 OVERTIME FACTOR = 0.84 DELAY FACTOR = 0.20 OVERTIME FACTOR = 0.82

TRUCK ON-HIGHWAY

ARC WELDING MACHINES

GAS WELDING OUTFIT
Diesel, gas or electric powered. Includes helmets, holders, cable and all attachments and accessories. Rate capacity in amps.

Includes regulator, 7.6 meters (25 feet) of hose, torch, goggles, lighter and attachments and accessories. Gas and rod shall be paid separately.

Model OVER TO
Model
[ TRUN ]
[ AWM ]
[ GWO ]
Code Code
Code
Rate Rate
Rate
2 axles
3 axles
4 axles
5 axles
0 250
250 500
over 500
ALL
2AXL
3AXL
4AXL
5AXL
0-250
250-500
500
ALL
$71.20
$92.76
$104.25
$116.72
$7.54
$14.55
$15.14
$0.37
Exhibit B to
Resolution No. VWD-25-001
City of Victorville
Master User Fee Schedule Update - New and Major Updates 2025 Cost of Service Estimate for Fee Related Services and Activities

Animal Control
1 Returned to Owner Fees Altered Dogs
Payment Plan deposit New 20% of fee amount
2 Returned to Owner Fees Unaltered Dogs
Payment Plan deposit New 20% of fee amount
15 Warrant Procurement and Processing each 3.50 $ 2 08 $ 7 29 New % $ 7 29 100% 16 Demand Activity each 1.25 $ 2 08 $ 2 60 New % $ 2 60 100% 17 NOP Filed Activity each 1.50 $ 2 08 $ 3 13 New % $ 3 13 100% 18 Animal Hoard Case [1]
10-40 Cats/Dogs - Animal Control each 5.00 $ 2 08 $ 1 ,042 New % $ 1,042 100% 10-40 Cats/Dogs - Animal Shelter each 15.00 $ 7 3 $ 1 ,092 New % $ 1,092 100% Subtotal 20.00 $ 2 ,134 $ 2,134 Each additional 10 Cats/Dogs each 1.00 $ 2 08 $ 2 08 New % $ 2 08 100% Vet Supplies and Services actual cost New Actual Cost
19 Cockfighting Case [1]
Up to 200 birds each 24.00 $ 2 08 $ 5 ,001 New % $ 5,001 100% Each additional 100 birds each 8.00 $ 2 08 $ 1 ,667 New % $ 1,667 100% Vet Supplies and Services actual cost New Actual Cost
Animal Shelter
1 Spay and Neuter Administrative Fee
Animal Spay/Neuter Deposit Fee
Dogs deposit New $ 50
Dogs - Seniors deposit New $ 25 Cats deposit New $ 25
Cats - Seniors deposit New $ 13 6 Animal Adoptions
Animal Spay/Neuter Deposit Fee
Dogs deposit New $ 50
Dogs - Seniors deposit New $ 25 Cats deposit New $ 25
Cats - Seniors deposit New $ 13 Building - Miscellaneous Fee Items
40 Board-Up Permit
First 10 windows each 4.00 $ 1 49 $ 5 96 New % $ 2 98 50% Each additional 10 windows each 0.25 $ 1 49 $ 37 New % $ 3 7 100% Code Enforcement
15 Administrative Citation Schedule [3]
Set by
Victorville
Municipal
Code
Set by Victorville
Municipal Code
19 Vacant Property Inspection per activity 1.00 $ 2 09 $ 2 09 New % $ 2 09 100% Activity Service Cost Analysis Cost Recovery Analysi s
Fee No. Fee Name Fee Unit / Type
Notes
Estimated
Average Labor
Time Per
Activity (hours)
FBHR
Cost of
Service
Per
Activity
Current Fee
/ Deposit
Existing
Cost
Recovery
%
Recommended Fee
Level / Deposit
Recommended
Cost Recovery
%
City of Victorville
Master User Fee Schedule New and Major Updates 2025, Page 1 of 3 City of Victorville
Master User Fee Schedule Update - New and Major Updates 2025 Cost of Service Estimate for Fee Related Services and Activities Activity Service Cost Analysis Cost Recovery Analysis
Fee No. Fee Name Fee Unit / Type
Notes
Estimated
Average Labor
Time Per
Activity (hours)
FBHR
Cost of
Service
Per
Activity
Current Fee
/ Deposit
Existing
Cost
Recovery
%
Recommended Fee
Level / Deposit
Recommended
Cost Recovery
%
Fire Prevention
I Construction Permits
13 Medical Gas Systems
Plan Review flat 2.00 319$ 638$ New % 638$ 100% Inspection flat 2.00 319$ 638$ New % 638$ 100% 13 Bulk Beverage Carbon Dioxide
Plan Review flat 2.00 319$ 638$ New % 638$ 100% Inspection - Less than 10 initiating devices flat 1.00 319$ 319$ New % 319$ 100% Inspection - Each add'l 10 initiating devices per add'l 1.00 319$ 319$ New % 319$ 100% II Annual Operational Permits
17 Annual Operational Permit - per Permit
Medical Gas Systems flat 0.25 319$ 80$ New % 80$ 100% Land Development & Engineering
VIII Reports, Studies & Document Review
41 Geotechnical Report
Preliminary
City Staff Review each 10.00 110$ 1,102$ New % 1,102$ 100% Consultant Cost each Actual Cost Actual Cost
Final
City Staff Review each 26.25 110$ 2,891$ New % 2,891$ 100% Consultant Cost each Actual Cost Actual Cost
53 CFD Application each New Actual Cost
54 DIF Credit Agreement each New Actual Cost
XI Transportation & Permitting
68 Extra-Legal Transportation [4]
Permit Issuance each New 5 $
Engineering Investigation Fee each 0.50 110$ 55$ New % 55$ 100% City Escort Fee flat 2.00 101$ 201$ New % 201$ 100% Library
5 Miscellaneous Services
Library Class Materials per class New Actual Cost of
Materials
6 Library Room Rentals (Non-Profit Only)
Study Room per hour New 5 $
Meeting Room per hour New 10 $
Planning
14 Environmental Assessment
Environmental Impact Report
City Staff Review flat New 6,520 $
Contractor Actual Cost New Actual Cost
39 General Plan Surcharge 10% 20%
City of Victorville
Master User Fee Schedule New and Major Updates 2025, Page 2 of 3 City of Victorville
Master User Fee Schedule Update - New and Major Updates 2025 Cost of Service Estimate for Fee Related Services and Activities Activity Service Cost Analysis Cost Recovery Analysi s
Fee No. Fee Name Fee Unit / Type
Notes
Estimated
Average Labor
Time Per
Activity (hours)
FBHR
Cost of
Service
Per
Activity
Current Fee
/ Deposit
Existing
Cost
Recovery
%
Recommended Fee
Level / Deposit
Recommended
Cost Recovery
%
Police
1 Administrative Tow
DUI Administrative Tow Fee per driver 3.00 202 $ 605 $ New % 605 $ 100% 4 Live Scan Rolling [2] 20 $ 32 $
8 Report Duplication per page New 0.10 $
Recreation
6 Aquatics
Aquatics Adventures
Teens (Ages 13-15) New $ 5 Family of 4 (Max 4 persons, 1 mandatory adult) New $ 20 8 Facilites
Dance Room New Resident: $48/hr
Standard: $53/hr
15 Miscellaneous
Vendor Spot at City Event
Winter Festival New
Food: $65
Retail: $45
Non-profit Social
Service: $35
Winter Festival & Tree Lighting Combination New Food: $75 Notes
[1] Warrant Procurement Fee will also be charged in addition to this fee. [2] Fee set by San Bernardino County Code of Ordinan ce 16.0226(f) [3]
[4] Permit Issuance pursuant to VMC 12.48.030(c)
Engineering Investigation fee charged for time directly associated with engineering investigations, route definition, and coordination for each individual load.

The City Escort fee is set at a flat rate to reflect a minimum of two hours of fully burdened overtime labor required for escort responses, a cost incurred regardless of the actual response duration
Pursuant to VMC 1.05.110(e), failure to pay an administrative penalty within the time specified on the citation shall result in the assessment of a late fee equal to one hundred percent of the total amount of the administrative penalty.

City of Victorville
Master User Fee Schedule New and Major Updates 2025, Page 3 of 3 Item Number: 2
City Council / Board of Directors
Public Hearing(s)
Meeting of: December 16, 2025
Submitted By:

Jenele Davidson, Deputy City Manager
Carmen Cun, Finance Director / City Treasurer

Subject:

Development Impact Fees (“DIF”) and Capacity Charges Annual Review – Master Fee Schedule and Capital Improvement Plan
Recommendation:

That the Honorable City Council and Victorville Water District Board of Directors (District Board):
(1) Open and conduct the Public Hearing;
(2) Close the Public Hearing; and
(3) Adopt Resolution Nos. 25-086 and VWD-25-002, adopting an updated Master Fee Schedule for DIF and Capacity Charges, the associated updated Capital Improvement Plan, and City Council Policy No. CP-25-01 establishing updated guidelines for implementation of said DIF and Capacity Charges, and superseding City Council Policy No. CP-24-05.

Fiscal Impact:

There is no fiscal impact directly associated with the recommended action. If adopted as proposed, updated DIF and Capacity Charges will go into effect on March 1, 2026, as it relates to non-residential fees and charges. The California Construction Cost Index (“CCCI”) for July 2025-over-July 2024 was 5.70%, and this amount has been applied to non-residential DIF and Capacity Charges in Exhibit A of Resolution Nos. 25-086 and VWD-25-002.

Residential DIF and Capacity Charges will be entering Year 4 of the phased implementation plan on January 1, 2026, as previously adopted in Resolution Nos. 22- 050 and VWD-22-007.
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Strategic Plan Goal:

Annual review and updating of the DIF and Capacity Charges Master Fee Schedule ensures the City is accomplishing Goal A: Financial Sustainability from the City’s current Strategic Plan. These incremental adjustments help ensure the City is collecting sufficient funds to fully mitigate the impact of new development in an amount sufficient to fund the needed investments in infrastructure, as outlined in the Capital Improvement Plan and in accordance with Goal E of the City’s current Strategic Plan.

Background:

Development Impact Fees (“DIF”) are one-time fees assessed on new development to fund the cost of providing municipal facilities to address the impact created by new development. The authorization for a local jurisdiction to collect DIF and Capacity Charges are in Government Code sections 66001 through 66025 (also known as the “Mitigation Fee Act”) and related laws. Additionally, under Victorville Municipal Code Section 16-5.01.080, DIF are applicable to all development in the City of Victorville.

The Mitigation Fee Act is premised on the concept that new development should pay its own way; or, put another way, new development must mitigate its own impacts on the City’s infrastructure. For the City to levy DIF, a comprehensive study must be completed to verify there is a reasonable relationship between the purpose of each fee, the fee’s use, and the type of development project on which the fee is imposed. Capacity Charges must also be studied to ensure that they do not exceed the estimated reasonable cost of the services and public improvements/facilities for which the charges are imposed and are of proportional benefit to the person/property being charged.

The State Legislature passed Assembly Bill 602 (“AB 602”) in 2021, which modified the Mitigation Fee Act and related laws and created new requirements relative to impact fees.

Changes went into effect on January 1, 2022, including the requirement under Government Code Section 66016.5 that a local agency adopt an impact fee nexus study before imposing an associated development fee. To meet these requirements, the City Council/District Board previously adopted the Nexus Studies for DIF and Capacity Charges and the associated Capital Improvement Plan under Resolution Nos. 22-045 and VWD-22-005 on June 7, 2022. Under AB 602, nexus studies must be updated at least every eight years.

On June 7, 2022, the City Council/District Board also approved Resolution Nos. 22-050 and VWD-22-007, adopting a Master Fee Schedule (“MFS”) for DIF and Capacity Charges, a Capital Improvement Plan, and City Council Policy No. CP-22-01 which collectively outlined the City’s DIF and Capacity Charge program, fees and charges, and established a four-year phased implementation for residential DIF with certain grandfathering clauses for existing projects and provisions requiring an annual review process.

On December 19, 2023, the City Council/District Board adopted Resolution Nos. 23-100 and VWD-23-015, which approved the updated MFS for DIF and Capacity Charges, implemented City Council Policy CP-23-02 (“CP-23-02”) to provide updated guidelines 4 4
8 4
for implementation and superseded any previous resolutions or policies, and adopted the associated Capital Improvement Plan. Non-residential fees were increased by 4.57%, and CP-23-02 established March 1 as the annual effective date for these fees. The policy also set procedures for annual review of the Master Fee Schedule using the California Construction Cost Index (“CCCI”) published by the State, and annual review of the Capital Improvement Plan to ensure all DIF and Capacity Charge funded capital projects are accounted for.

On December 17, 2024, the City Council/District Board adopted Resolution Nos. 24-005 and VWD-24-011, which updated the MFS for DIF and Capacity Charges, implemented the new City Council Policy CP-24-05 (“CP-24-05”), and adopted the associated Capital Improvement Plan. As part of the MFS update, non-residential fees were increased by

1.26%. CP-24-05 made minor revisions to Sections III and IV of CP-23-02 to clarify the reference to the Cost Index used for annual adjustments, correct typographical errors, and reflect changes to Mitigation Fee Act Section 66007 under SB 937 regarding the timing of DIF and Capacity Charge collection.

Residential DIF and Capacity Charges will be entering year four of the phased-in implementation plan and the CCCI will be applied beginning in 2027, after the phased implementation plan is complete.

Discussion:

It is important that the City/District annually review DIF and Capacity Charges to ensure they are sufficient to mitigate the impacts of new development on the associated capital facilities and other improvements needed to maintain the existing level of service. The corresponding City Council policy and Capital Improvement Plan should also be reviewed each year.

For the MFS, the annual review process consists of applying the CCCI to the fees and charges in the MFS to ensure sufficient amounts are collected to complete projects when accounting for annual costs. For July 2025-over-July 2024, the CCCI was 5.70%. This percentage increase has been applied to all non-residential DIF and Capacity Charges in the MFS, as seen in Exhibit A to Resolution Nos. 25-086 and VWD-25-002 (Attachments A and B). By applying this inflation factor, the City is keeping pace with construction costs and will be less likely to subject developers to substantial increases in fees, as was the case when the Nexus Studies were completed in June 2022.

In addition to these updates, staff identified a correction needed for the annual escalator applied to the Public Buildings fee within the Public Facilities category. During the December 2023 update, the CCCI escalator was inadvertently not applied to the fee effective March 1, 2024, resulting in a reduced fee. Although the escalator was applied the following year, the fee remained lower than intended due to this clerical error. As part of the 2025 fee update, this fee has now been corrected by retroactively applying the appropriate year-over-year CCCI adjustments.
4 4
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A review of the existing Council Policy for DIF and Capacity Charges was also conducted to ensure the policy is performing as intended and that the City’s program continues to comply with the Mitigation Fee Act and related laws. Although the revised Policy No. CP- 24-05 was adopted last year, staff have reviewed the policy and additional updates are being proposed. The revised City Council Policy No. CP-25-01 (Exhibit B to Resolution Nos. 25-086 and VWD-25-002) is now being presented for adoption with clarifying language and key revisions in the following areas:
The policy’s purpose statement has been updated to clearly identify which fees are governed by the policy and a definitions section has been added. The previous grandfathered project provisions expired on January 1, 2025; therefore, related references have been removed.
The policy now clearly states where the Master Fee Schedule for DIF and Capacity Charges can be accessed.
Credits for fuel pump removals may be granted only for complete fuel system removal and may be applied on-site or transferred, subject to City approval. The section on fee credits has been revised for improved clarity, including outlining the requirements and calculation methodology for fee credits, and allowing unused credits to roll over to future projects or be transferred to other properties within Victorville, subject to City approval.

Finally, an annual review of the Capital Improvement Plan allows the City to remove projects that have been completed, update estimated project completion time frames and budget estimates and add new eligible projects. The Capital Improvement Plan is a requirement for AB 602 and is made available on the City’s website.

This year, the Capital Improvement Plan (Exhibit C to Resolution Nos. 25-086 and VWD- 25-002) has been updated for 2026 to include the following projects:
Old Town Walking Loop
Park Lighting Enhancements
Roadway Project on Mojave Dr.
Traffic Signals on Mojave Dr. and on Ridgecrest Rd.
1 Million Gallon Water Tank
Permanent Water Rights
City Hall Capacity Improvements
Fire Station Capacity Improvements
Fire Department Standard of Cover
Additionally, the total estimated costs for the following projects have been increased to reflect updated project estimates: the Civic Plaza Park & Police Station, various traffic signal installations, and the pipeline in Area 28 – Turnout #5. Finally, as projects are completed, they are removed from the Capital Improvement Project list. This year completed projects were removed from the following sections: Parks & Recreation, SCLA Roadway Projects, and Citywide Traffic Signals.
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Staff recommends that the City Council and the Victorville Water District Board of Directors adopt Resolution Nos. 25-086 and VWD-25-002, adopting an updated Master Fee Schedule for DIF and Capacity Charges, the associated updated Capital Improvement Plan, and City Council Policy No. CP-25-01 establishing updated guidelines for implementation of said DIF and Capacity Charges, and superseding City Council Policy No. CP-24-05.

Staff are available for any questions the Council or Board may have.

Prepared By:

Alex M. Garcia, Management Specialist
Attachments: A. Resolution No. 25-086
B. Resolution No. VWD-25-002
Attachment A
Resolution No. 25-086

RESOLUTION NO. 25-086

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

VICTORVILLE, CALIFORNIA, ADOP TING AN UPDATED CAPITAL
IMPROVEMENT PLAN, REVISED CI TY COUNCIL POLI CY NO. CP-25- 01, AND AN UPDATED MASTER FEE SCHEDULE FOR DEVELOPMENT

IMPACT FEES AND CAPACITY CHARGES

WHEREAS, Victorville Municipal Code Section 16-5.0 1.080 authorizes the imposition of development impact fees and capacity charges applicable to all development in the City of Victorville (“City”) in accordance with applicable laws including, but not limited to, Government Code section 66000 et seq. (“Mitigation Fee Act”), and permits such fees and charges to be set by City Council resolution; and

WHEREAS, the City must periodically review development impact fees to ensure they are sufficient to mitigate the impacts of new developm ent on the associated capital facilities and other improvements needed to maintain the existing level of public service; and

WHEREAS, on June 7, 2022, in accordance with the Mitigation Fee Act and related laws, the City Counc il adopted Resolution No. 22-04 5 approving various reports and studies prepared by independent consulting firms (collectively, the “Nexus Studies”) which: (1) analyzed and established the rela tionship between the City’s proposed new and updated development impact fees (“Development Impact Fees” or “Fees”) and the estimated, reasonable costs of constructing the City capital facilities for which said Fees were to be charged; and (2) described and established facility capacity charges for public sewer facilities pursuant to Government Code Section 66013 (“ Sewer Capacity Charges”); and

WHEREAS, on June 7, 2022, in accordance with the Mitigation Fee Act and also by means of Resolution No. 22-045, the City Council adopted a Capital Improvement Plan that identified the public facilities which the Developmen t Impact Fees and Sewer Capacity Charges would fund; and

WHEREAS, the Nexus Studies established updated maximum Fees and capacity charges by development type for Parks and Recr eation, Fire Protection, Police, Public Buildings, Road Improvements, Sewer Capacity, and Regional Drainage, and established new Fees for Libraries and for administrati on of the City’s Development Impact Fees program; and

WHEREAS , there is no requirement to implement fees/charges at the maximum rate determined through the Nexus Studies and/or at the maximum increased rates as calculated annually, and it is within the di scretion of the City Council to establish fe es/charges at amounts less than the specified maximums to further the strategic goals of the City; and

WHEREAS, the City Council also adopted Resolution No. 22-050 on June 7, 2022,

which resolution approved: (1) City Council Policy No. CP-22-01 (“CP-22-01”), establishing policy guidelines for implementing the new and updated Fees and Sewer Capacity Charges, providing for an annual review process, and setting forth a four-year phase-in plan to foster and encourage residential development; and (2) a Development Impact Fee and Capacity Charges Master Fee Schedule imposing the new and updated fees and charges established by the Nexus Studies in accordance with CP-22-01; and

WHEREAS , on December 19, 2023, the City Council adopted Resolution No. 23- 100, approving: (1) an updated Master Fee Schedule for Development Impact Fees and Capacity Charges for 2024; (2) Cit y Council Policy No. CP-23-02 (“ CP-23-02”), which superseded and replaced CP-22-01; and (3) an updated Capital Improvement Plan for 2024; and

WHEREAS , in the subsequent year, and as part of the annual review process, on December 17, 2024, the City Council adopted Resolution No. 24-005, approving: (1) an updated Master Fee Schedule for Development Impact Fees and Capacity Charges for 2025; (2) City Council Policy No. CP-24-05 (“CP-24-05”), which superseded and replaced CP-23-02; and (3) an updated Capital Improvement Plan for 2025; and

WHEREAS , CP-24-05 requires annual adjustment of the applicable Development Impact Fees and Capacity Charges in the Master Fee Schedule by applying the California Construction Cost Index (CCCI) to account for inflation, and, as a best practice, the City conducts annual review of: (1) the Master Fee Schedule for Development Impact Fees and Capacity Charges; (2) the City Council Policy; and (3) the Capital Improvement Plan; and

WHEREAS, the Master Fee Schedule for Development Impact Fees and Capacity Charges (attached hereto as Exhibit A), in combination with City Council Policy No. CP-25- 01 (attached hereto as Exhibit B), and the Capital Improvem ent Plan for 2026 (attached hereto as Exhibit C), respectively outline the amounts of the proposed CCCI-adjusted fees and charges, the minor updates to the implementation guidelines recommended to achieve the City’s development encouragement strategy, and the projects to be funded by said fees and charges; and

WHEREAS, said Master Fee Schedule for Development Impact Fees and Capacity Charges, Council Policy No. CP-25-01, and the Capital Improvement Plan have been made available for public review with copies on file in t he City Clerk’s office and posted on the City’s website; and

WHEREAS, in accordance with the Mitigation Fee Act, notice of a public hearing to be held on December 16, 2025, was published in the Valley Wide Newspaper on December 5, 2025 and December 12, 2025; and

WHEREAS, the City Council held and conducted a public hearing on December 16, 2025, in accordance with the duly published public hearing notice, to review and consider the adoption of the Master Fee Schedule for Development Impact Fees and Capacity

Charges, Council Policy No. CP-25-01, and the Capital Improvement Plan attached hereto; and

WHEREAS, the City Council finds that with respect to the attached Exhibit A: (1) the purpose of the Fees is to prevent new development from reducing the quality and availability of public services provided to residents of the City by requiring new development to contribute to the cost of additional public facilities needed to meet the additional demands placed on public services by new development; (2) the Fees collected will be used for the acquisition, installation, and construction of the public facilities id entified in the Nexus Studies and in the Capital Improvement Plan attached as Exhibit C; (3) a reasonable relationship exists between the use of Fees and the type of development project on which the Fees are imposed as desc ribed in detail in the Nexus Studies and in the Capital Improvement Plan attached as Exhibit C; and (4) a reasonable relationship exists between the amount of the Fees and the cost of the public facilities attributable to the development on which the Fees are imposed as indicated by the Nexus Studies, and the method of allocation of the respective Fees to a particular development project bears a fair relationship, and is roughly proportional to , the development project’s burden on, and benefits from, public facilities to be funded by the Fees; and

WHEREAS , the City Council finds that with respect to the attached Exhibit A: (1) the amount of Sewer Capacity Charges does not exceed the estimated reasonable cost of the services and public im provements/facilities for which such Se wer Capacity Charges are being imposed; and (2) the public sewer improvements/facilities are of proportional benefit to person or property being charged; and

WHEREAS, adoption of the attached Master Fee Schedule for Development Impact Fees and Capacity Charges, Council Policy No. CP-25-01, and the Capital Improvement Plan will establish the Development Impact Fees, including the Sewer Capacity Charges, that may be imposed by deve lopment type under the various Fee categories and fund certain capital projects as established in the Capital Improvement Plan.

NOW, THEREFORE, THE CITY COUNCI L OF THE CITY OF VICTORVILLE DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. The recitals set forth above are true and correct and are incorporated into this Resolution by reference together with any definitions and findings set forth therein.

SECTION 2. The City Council has reviewed and hereby approves and adopts the Master Fee Schedule for Development Im pact Fees and Capa city Charges attached hereto as Exhibit A, Council Policy No. CP-25-01 atta ched hereto as Exhibit B, and the Capital Improvement Plan attached hereto as Exhibit C. Adoption of the Master Fee Schedule for Development Impact Fees and Capacity Charges will approve updated fees and charges to be implemented in accordance with the guidelines found in City Council Policy No. CP-25- 01, including without limitation the Annual Cost Adjustment to such fees and charges as set forth in Section III of said policy.

SECTION 3. The City Council hereby reaffirms the Mitigation Fee Act findings previously made as set forth in Sections 3 and 4 of Resolution No. 22-045 and the recitals hereof with respect to the fees and charges being adopted and restated in the Master Fee Schedule for Development Impact Fees and Capacity Charges attached hereto as Exhibit A as it relates to non-residential fees/charge s and year four of the or iginally adopt ed phased implementation of residential fees/charges.

SECTION 4. Effective as of January 1, 2026, City Council Policy No. CP-24-05 is hereby superseded and replaced with CP-25-01.

SECTION 5. The City Council fi nds that the California Environmental Quality Act (CEQA) does not apply to the adoption of this Resolution, pursuant to Sections 15061 and 15273 of the State CEQA Guidelines because: (1) to the extent that any of the fees or charges set forth in the attached Exhibit A are actually imposed and collected, such fees or charges will be for the purposes of obtaining funds for capital projects necessary to maintain the current levels of service within existing service ar eas to serve new devel opment; and (2) to the extent that any of the fees or charges set forth in the attached Exhibit A are actually imposed and collected and used to fund new facilities, the construction of those facilities will not take place until there has been CEQA review of the development projects which will pay the fees, and the construction of each public facility will be subject to CEQA review. Therefore, it can be seen with certainty that the adoption of this Resolution establishing these fees will not have a significant effect on the environment.

SECTION 6. This Resolution shall take effect immediately upon its adoption. However, the updated fees and charges in Exhibit A shall go into effect as of March 1, 2026, subject to the provisions of City Council Policy No. CP-25-01 attached hereto as Exhibit B.

SECTION 7. The City Clerk shall certify to the passage and adoption of this Resolution; shall enter the same in the book of original Resolutions; and shall make a minute of passage and adoption thereof in the records of the proceedings, in the minutes of the meeting at which this Resolution is passed and adopted.

Exhibit A

Master Fee Schedule –
Development Impact Fees

Non-Residential Development Unit Fire Protection Police Public Buildings Road ImprovementsAdmin. Fee
(.2% of total)
Retail/Service Commercial KSF 544.10$ 116.97$ 480.62$ 9,625.39$ 21.53$ Professional Office KSF 744.98$ 93.57$ 384.50$ 8,953.86$ 20.36$ Lodging Room 276.23$ 52.10$ 214.10$ 4,135.02$ 9.35$ Industrial/Business Park KSF 58.59$ 30.83$ 126.70$ 4,476.92$ 9.39$ High-Cube Warehouse KSF 8.37$ 21.27$ 87.39$ 1,088.16$ 2.41$ Self-Service Storage KSF 25.12$ 1.06$ 4.37$ 1,849.88$ 3.76$ Gasoline/Service Station [5] Pump 703.14$ 13.81$ 56.80$ 53,319.87$ 108.18$ Institutional KSF 75.34$ 25.52$ 104.85$ 7,073.04$ 14.55$ Public Facilities KSF 753.36$ 93.57$ 384.50$ 10,228.71$ 22.88$ Non-Residential Development Unit Sewer Admin. Fee
(.2% of total)
Non-Residential
Development
Water System
Capacity Charge
Admin. Fee
(.2% of total)
Retail/Service Commercial EDU 3,208.84$ 6.42$ 3/4" Meter 6,364.62$ 12.73$ Professional Office EDU 3,208.84$ 6.42$ 1" Meter 10,628.92$ 21.26$ Lodging EDU 3,208.84$ 6.42$ 1-1/2" Meter 21,194.15$ 42.39$ Industrial/Business Park EDU 3,208.84 $ 6.42 $ 2" Meter 33,923.38 $ 67.85 $ High-Cube Warehouse EDU 3,208.84$ 6.42$ 3" Meter 63,646.11$ 127.29$ Self-Service Storage EDU 3,208.84$ 6.42$ 4" Meter 106,098.09$ 212.19$ Gasoline/Service Station [5] EDU 3,208.84$ 6.42$ 6" Meter 212,132.52$ 424.27$ Institutional EDU 3,208.84$ 6.42$ 8" Meter 339,424.76$ 678.85$ Public Facilities EDU 3,208.84$ 6.42$
Non-Residential Development Unit Regional DrainageAdmin. Fee (.2% of total)
Retail/Service Commercial Acre 24,886.11$ 49.77$ Professional Office Acre 24,886.11$ 49.77$
Lodging Acre 24,886.11$ 49.77$
Industrial/Business Park Acre 24,886.11$ 49.77$ High-Cube Warehouse Acre 24,886.11$ 49.77$
Self-Service Storage Acre 24,886.11$ 49.77$
Gasoline/Service Station [5] Acre 24,886.11$ 49.77$ Institutional Acre 24,886.11$ 49.77$
Public Facilities Acre 24,886.11$ 49.77$
[5] Canopy only; Convenience store, carwash, etc. calculated separately at Retail/Service Commercial rates.

CITY OF VICTORVILLE DEVELOPMENT IMPACT FEES

MASTER FEE SCHEDULE
Adopted 12/16/2025
Non-Residential
Effective 3/1/2026
Non-Residential

Exhibit B

City Council Policy
No. CP-25-01

City of Victorville
Council Policy

SUBJECT: Policy No. CP-25-01
(Superseding Policy No. CP-24-05)
Development Impact Fees and Capacity
Charges
Adopted: December 16, 2025
Effective Date: January 1, 2026

I. Purpose; Definitions

A. Purpose.

The purpose of this Policy is to establish guidelines for the implementation of the new and updated Develo pment Impact Fees ( DIF) for Parks and Recreation; Libraries; Fire Protecti on; Police; Public Buildings; Roads, Traffic Signals, and Intersection Projec ts; Regional Drainage Facilities; Capacity Charges for Sewer and Water Improvements ( Capacity Charges); and the associated Administra tive Fees as adopted by the Victorville City Council and Board of Directors for the Victorville Water District (VWD) on June 7, 2022 (DIF Program). This Policy does not govern the collection of fees by the City on behalf of outside agencies, such as the VVWRA or any of the local school districts.

B. Definitions.

BNI Costbook: The Building News Industry (BNI) Public Works Costbook, latest edition.

Developer: The legal owner(s) of real pr operty in the City upon which a Development Project is proposed, or their authorized representative(s).

However, Fee Credits may only be issued to Developers who own the real property associated with the Fee Credits issued.

Development Impact Fees or DIF: The fees imposed on Development Projects pursuant to Victorville M unicipal Code Sectio n 16-5.01.080. For purposes of this Policy, DIF includes Capacity Charges.

Development Project : Any project undertaken for the purpose of development. "Development Project" includes, without limitation, projects involving the issuance of permit(s) for construction or reconstruction of single- and multi-family residential units, commercial or industrial buildings, but does not include a permit to operate. The term also includes additions to the size of nonresidential buildings and construction of additional dwelling units on existing developments and permits for the erection of manufactured

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housing or structures, modular and/or mobile homes as defined by California State law and any other structure moved into the City.

DIF Master Fee Schedule: The schedule of Development Impact Fees and Capacity Charges applicable to Development Projects in the City most recently adopted by the Victorville City Council/VWD Board.

DIF Capital Improvement Plan : The plan most recently adopted by the Victorville City Council indicating the approximat e location, size, time schedule, and estimates of the cost of Improvement Projects to be financed in whole or in part by the City’s Development Impact Fees and/or Capacity Charges.

Fee Credit : The means by which the City and/or VWD offsets/credits a Developer for the corresponding DIF/Capacity Charges due when a Developer constructs an eligible Improvement Project, dedicates land for a planned City park, or demolishes buildings or fixtures in connection with a Development Project.

Fee Credit Agreement : City and/or VWD’s written agreement with a Developer memorializing the construction of eligible Improvement Project(s) or dedication of park land by Developer and the Fee Credits to be provided in connection with a Deve lopment Project. Such agreements may also be utilized in connecti on with the transfer of Fee Credits associated with demolished fuel pumps.

Improvement Project : Any and/or all of t he public facilities and infrastructure improvements listed in the City’s DIF Capital Improvement Plan.

VWD Board: The Board of Directors of the Victorville Water District (VWD), a subsidiary district of the City of Victorville.

II. DIF Master Fee Schedule; Annual Cost Adjustment

The DIF Master Fee Schedule contains the DIF and Capacity Charges currently in effect. The DIF Master Fee Schedule is available on the City’s website and can also be obtained by visiting the Building Depa rtment or the City Clerk’s Office at City Hall.

The DIF and Capacity Charges listed in the DIF Master Fee Schedule shall be adjusted annually in December of each year by utilizing the percentage change in the California Construction Cost Index, published by the St ate Department of General Services ( CCCI),
1 July over July comparison, with an effective date of March 1st.

1 The CCCI is based on Engineering News Record Building Cost Index data specific to California.

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For Single Family Residential Tracts and Multi-Family Development Projects which were subject to phased implementation as stated in the DIF schedules adopted by Resolution Nos. 22-050 and VWD 22-007, the annual cost adjustment shall be applied starting on March 1st of the first year after the final phase is implemented and shall be based on a single year adjustm ent (not a cumulative adjustment covering multiple years).

III. Fee Collection

The collection of DIF and Capacity Charges shall be required prior to, but not later than, the time of final inspection fo r each individual unit/building within the Development Project. If a Developer is requesting full release of all utilities prior to final inspection, including gas and electric service, DIF and Capacity Charges may be required to be paid at that time.

IV. Determination of Applicable DIF and Capacity Charges

Except as otherwise required by law, the amount and category of DIF and Capacity Charges to be paid by Developers wi ll be determined based on the date of submittal of an application for a permit to the Building D epartment and the DIF Master Fee Scheule. The permit application must be for the specific Development Project (or portion thereof) for which t he DIF or Capacity Charges are being charged. For example, for a Development Project consisting of a tract of homes, the permit application would have to be for a specific home (or homes) on a specific lot (or lots); separate grading permits or permits for other types of improvements would not have the effect of establishing the amount of DIF and/or and Capacity Charges due. The amounts se t at the time of permit application will remain effective while the plan check for that application remains active. If the plan check expires, the Developer will have to submit a new application and will be subject to any then-applicable DIF or Capacity Charges amounts or other updates to the DIF Master Fee Schedule and/or the DIF Program that may have become effective between the date the initia l submittal expired and the date a new application submittal is made.

V. Exemptions

The following types of Development Projects shall be exempt from the requirement for payment of DIF and Capacity Charges:

A. Old Town. Projects located within t he Old Town Specific Plan geographical area.

B. City-owned Property. Development of facilities on land owned by the City or any of its subsidiary agencies, prov ided it is developed for public use or benefits the health, safety and welfare of the community at large.

Accessory Dwelling Units (ADUs) less than 750 sq. ft.

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VI. Credits Toward Applicable Fees; DIF Categories

Developers may be eligible to receive credits against DIF and Capacity Charges (collectively, “Fee Credits ”) if they construct an eligible Improvement Project, demolish certain buildings or fixtures, or dedicate to the City land for a planned City park, whether done voluntarily or as required by applicable law or a condition of Development Project approval. Fee Credi ts are specific to the DIF/Capacity Charges category for which an eligible Improvement Project is constructed or land is dedicated ( i.e., Fee Credits issued to a Develo per for construction of a public park cannot be applied to Regional Drain age Facilities DIF or Water System Capacity Charges). Fee Credits cannot be transferred from one DIF/Capacity Charge category to another.

The maximum Fee Credits available to be applied to DIF/Capacity Charges due for specific permit(s) associated with Deve lopment Projects shall be the total per category DIF/Capacity Charges due and payable for the issuance of the corresponding building permit(s), unless specifically stated otherwise in this Policy.

Any excess Fee Credits may either be carried over to a subsequent Development Project owned by the same Developer or sold to a third party property owner as specified in Section IX of this Policy. In no case shall the City issue cash reimbursement for Fee Credits, unless the Developer has already paid the DIF/Capacity Charges to which the Fee Credi t is to apply. Fee Credits will not apply to the Administrative Fee portion of DIF and Capacity Charges.

Criteria establishing the eligibility for Fee Credits are specific to each DIF/Capacity Charge category and the Impr ovement Projects noted t herein as described in Subsections A through F below.

A. Park Land and Park Improvements

1. Land dedicated to the City by a Develo per, for the use of a planned City park, may be eligible for Fee Credits if it is determined that the land will support the development of a park t hat will benefit the community in a manner consistent with the City’s Parks and Recreation Master Plan. An appraisal report prepared by a qualified appraiser shall be submitted to the City for review. The dollar amount of the Fee Credit will be based on the appraisal report or an equivalent valuation method found to be acceptable to the City. The dedication in fee, the amount of Fee Credit Developer is to receive, and other details of the tr ansaction will be memorialized in a Dedication and Park Impact Fee Credit Agreement to be executed by Developer and City.

2. Park Improvement Projects constr ucted by a Developer for use in a planned City park may be eligible for Fee Credits if it is determined that the park improvements will benefit the community in a manner consistent with the City’s Parks and Recreation Master Plan. The dollar

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amount of the Fee Credit will be calculated based on the actual costs to acquire, construct, or install the Park Improvements (including any City- approved equipment) as determined by the City Engineer in accordance with the provisions of Section VII.F of this Policy.

B. Road, Traffic Signals, and Intersection Projects

1. The Improvement Project must be on one of the lists contained in the Roads, Traffic Signals, and Intersecti on Projects section of the City’s most recently adopted DIF Capital Improvement Plan.

a. Only the center portion of a road ( i.e., travel lanes and not median improvements) is eligible for cr edit, because only the center portion extending equally outward from the street centerline was included in the cost estimate for the DIF Roadway Project list. The eligible center width, excluding the median area, is as follows by street classification:

(1) Arterial 26 feet
(2) Major Arterial 38 feet
(3) Super Arterial 60 feet

b. Utility relocation costs associat ed with constructing Roads, Traffic Signals, and Intersection Improvement Projects are not eligible for Fee Credits. Culvert crossings for dr ainage are eligible if they are required as part of an approved Im provement Project in this category, but non-regional longitudinal storm drain facilities are not eligible.

c. Projects on the State Highways System are not eligible for Fee Credits because arterial road proj ects on the DIF Roadway Project list are only City roads. Interchanges on I-15 will not be constructed by a Developer.

d. Road portions outside of the Cit y limits (located in an adjacent City or County unincorporated area) are not eligible for Fee Credits.

e. Traffic Signals may receive Fee Credits for the full cost of constructing/installing such impr ovements, including curb ramps, traffic signal poles, cabinets, an d other equipment necessary for a fully functioning traffic signal, minus the percentage of a Development Project’s generated trip counts that count towards a traffic signal warrant. For example, if the project’s generated trip count accounts for 25% of the wa rrant, then the maximum credit would be 75% of the construction costs.

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2. After taking into account any limitat ions specified in this Section VI.B, the dollar amount of the Fee Credit will be calculated based on the actual costs to construct or insta ll eligible Road, Traffic Signal, or Intersection Project, as determined by the City Engineer in accordance with the provisions of Section VII.F of this Policy.

C. Regional Drainage Facilities

1. To be eligible for Fee Credits, these types of Improvement Projects must be on the Regional Drainage Facilities Project list contained in the City’s most recently adopted DIF Capital Improvement Plan.

2. Only regional drainage facilities are eligible, which in general, are the larger facilities identified as regi onal in a Master Plan of Drainage approved by the City of Victorvill e or San Bernardino County Flood Control District. Typically, these facilities convey at least 750 cubic feet per second for the peak 100-year storm frequency.

3. For the Southern Califo rnia Logistics Airport ( SCLA), eligible drainage facilities are also identified in the Regional Drainage Facilities Project list in the City’s most recently adopted DIF Capital Improvement Plan.

D. Sewer Capacity Projects

1. To be eligible for Fee Credits, these types of Improvement Projects must appear on the Sewer Capacity Projects list contained in the City’s most recently adopted DIF Capital Improvement Plan.

2. The Improvement Project must incr ease the capacity of the City’s sewer system.

3. Improvement Projects can include replacing an existing sewer main with a main of increased diameter or constructing a new sewer main. Sewer mains must be larger than 8 inches in diameter to be eligible for Fee Credits.

E. Water System Improvements

1. To be eligible for Fee Credits, these types of Improvement Projects must appear in the Water System Improvement Projects list contained in the City’s most recently adopted DIF Capital Improvement Plan.

2. The Improvement Project must in crease the capacity of the City/Water District water system.

3. Improvement Projects can include replacing an existing water main with

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an increased diameter main or cons tructing a new water main. Water mains must be larger than 8 inches in diameter to be eligible for Fee Credits.

F. Demolished Buildings and Fixtures

1. Fee Credits for demolished buildings or removed plumbing fixtures may be assigned to new permits on the same property on a like-for-like basis at the discretion of the Building Offi cial, without the execution of a Fee Credit Agreement. To qualify for these credits, detailed demolition plans must be submitted with plans for the new Development Project indicating which structures or plumbing fixtures are being removed as part of the project.

2. Fee Credits for fuel pump system s may be granted, but only when all fuel pump systems and associated underground storage facilities on a site are permanently removed and demolished. Partial removal does not qualify. Upon verification of complete removal by the Building Official, the Fee Credits may be applied to the same property without the execution of a Fee Credit Agreement. With City approval and a Fee Credit Agreement or transfer lette r, fuel pump Fee Credits may be transferred to another property within the City where new development involving fuel pump systems is proposed. This provision is intended to support the elimination of obsolete or underutilized fueling infrastructure and/or encourage the repurposing and redevelopment of older commercial sites.

VII. General Requirements for Fee Credits

If a Development Project is determined to be eligible for Fee Credits, the following general requirements shall apply:

A. An application filing fee shall be paid along with the submittal of a letter to the City Engineer by t he Developer requesting t he Fee Credit prior to building permit issuance for the eligible Improvement Project to which the Fee Credit is tied.

B. The City Engineer wil l determine the Fee Credit amount for the DIF/Capacity Charges categories list ed in Subsections C through E of Section VI, in accordance with Sections VII.F and VIII of this Policy.

C. The City’s standard Fee Credit Agreem ent must be used, unless use of another agreement or modificati ons to the standard agreement are approved by the City Attorney. The standard Fee Credit Agreement has a term of fifteen (15) years, after which said agreement and any unused Fee Credits issued thereunder become void. The Victorville City Council (and/or

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the VWD Board of Directors in the ca se of Fee Credits for Water System Improvements) must approve the agreement.

D. The Fee Credit Agreement may be tr ansferred by the Developer to the purchaser of the real property associated with the Fee Credits with a written document approved in form and acknowledged by the City.

E. Fee Credits may be transferred by th e Developer to a different Development Project owned by the same Developer as described in Section IX, below.

F. For Construction of Eligible Improvement Projects:

1. The competitive biddi ng procedures specified in the City’s standard Fee Credit Agreement must be followed.

2. The Improvement Projects shall be installed only by contractors and subcontractors appropriately licensed in the State of California for the type of improvements being constr ucted. The names and license numbers of the general contractor and all subcontractors, as well as a copy of the prime contract for the work, shall be provided to the City Engineer prior to commencement of any work on the Improvement Project.

3. Compliance with the provisions of the California Labor Code mandating payment of pr evailing wages to all persons performing construction work on the Improv ement Projects and other related requirements, as set forth in Labor Code Sections 1720 through 1810 and in the California Code. of Regulations Section 16000 et seq. is required.

4. Improvement Projects shall be designed to City standards in accordance with improvement plans approved by the City Engineer.

5. After construction of the Improv ement Project is completed, the following must be submitted to the City Engineer:

a. Documentation supporting the actual cost of the work as specified in the City’s standard Fee Credit Agreement.
b. Lien releases for all contractors and subcontractors associated with the work.
c. Certified payrolls substantiating that State prevailing wages were paid.

6. The maximum Fee Credit amount cannot exceed a Developer’s actual cost to construct the eligible Impr ovements Project(s), as determined

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by the City Engineer based on the documentation submitted by the Developer.

7. The Fee Credit amount is subtra cted from the DIF/ Capacity Charge required to be paid by the Deve loper. The Building Department administers the Fee Credits afte r the Fee Credit Agreement is approved. The Building Department will not issue credits until after the eligible Improvement Project has been completed and the actual cost verified by the City Engineer.

VIII. Calculation of Fee Credits for Certain Improvement Projects

A. For an Improvement Project descri bed in Subsections C through E of Section VI of this Policy, the City Engineer will determine the estimated dollar amount of Fee Credits to be i ssued, based upon the estimated cost of the Improvement Projects(s) s hown on the approved plans, minus the estimated cost of a minimum sized, non-regional improvement that would have been needed to serve the subject Development Project ( e.g., 18” Reinforced Concrete Pipe ( RCP), 8” sewer line, 8” water line, etc.). The estimated cost will be obtained from the BNI Costbook, unless the amount of the lowest responsible and responsive bid resulting from the competitive bidding process for the Improvement Project is higher, or the City Engineer determines otherwise. An example of the calculation process follows:

1. The drainage Improvement Project ( Drainage Improvement ) proposed for a Development Project (Project X) appears on the City’s Regional Drainage Facilities Project list in the City’s most recently adopted DIF Capital Improvement Plan.

2. The Drainage Improvem ent plans for Project X approved by the City Engineer require 1,500 linear feet (LF) of 54” RCP. The BNI Costbook unit cost is $300 per LF, for a total estimated cost of $450,000.

However, since the Developer will be required to competitively bid the Drainage Improvement, should the lowest responsible and responsive bid resulting from said competit ive bidding process exceed the BNI Costbook estimate, the higher amount may be utilized as the estimated cost, unless the City Engineer determines otherwise.

3. The minimum size drainage pipe required of development is 18” RCP, at a unit cost of $59 per LF, fo r a baseline estimated Drainage Improvement cost of $88,500.

4. Consequently, the estimated ma ximum amount of Fee Credits for Regional Drainage DIF available for Project X is $361,500.

5. If Project X is a residential develop ment comprised of 100 single family

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homes, and if the per lot amount of Regional Drainage DIF at the time the building permits for the lots are applied for is $2,471 per lot, 2 the total Regional Drainage DIF owed for Project X would be $247,100.

6. Therefore, provided the Developer’s actual cost to construct the Drainage Improvement for Projec t X was $450,000, the Developer would accrue $114,400 of excess Regional Drainage DIF Fee Credits that could be used to offset R egional Drainage DIF on a future Development Project.

B. Once the Developer’s constructi on of the Drainage Improvement is complete, the City Engineer will revi ew the documents listed in Section VII.F.5 of this Policy, and assuming all other requirements in the Fee Credit Agreement have been satisfied, the ma ximum estimated dollar amount of Fee Credit due would be subject to adjustment, based on the demonstrated actual costs of constructing t he Drainage Improvement, minus the estimated costs of the minimum, non-regional drainage facility described above. If the adjusted Fee Credit dollar amount exceeds the estimated Fee Credit amount by more than 25%, City Council approval of the final Fee Credit amount will be required before the Fee Credits are issued/applied.

IX. Transfer of Fee Credits

1. Excess Fee Credits, upon completion of both the Development Project and the associated Improvement Project for which the Fee Credits were issued, may be transferred or sold by the Developers to whom they were originally issued to the owners of real property located in the City of Victorville, provided that the Victorville City Council, or VWD Board of Directors in the case of Fee Credits Fee for Water System Improvements, first approves such transfer in the form of an amended Fee Credit Agreement.

2. Absent extenuating circumstances, all terms and conditions of the original Fee Credit Agreement and any prior amendments thereto will apply to any transferee.

P:\APPS\WPDATA\VVCA\0001-50 DIF FEE STUDY & RELATED ISSUES\DOC\996.22-DIF POLICY AMENDMENT - DRAFT CLEAN POST 12.03.25 CONV T LT.DOCX

2 Per the DIF Master Fee Schedule defined in Section I of this Policy, less the Administrative Fee portion.

Exhibit C

Capital Improvement Plan

Development Impact Fee &
Capacity Charge
Capital Improvement Plan
FY 2026
Page #
Summary …......................................................... 2 Park Land and Park Improvements
Parks & Recreation …......................................................... 3-4 Library, Public Buildings, Police Facility, and Fire Protection Library …......................................................... 5 Public Buildings …......................................................... 5 Police Facility …......................................................... 6 Fire Protection …......................................................... 6 Road, Traffic Signals, and Intersection Projects
Roadway Projects …......................................................... 7-10 Under Power Line …......................................................... 11 Bridge Projects …......................................................... 12 SCLA Roadway Projects …......................................................... 13 Citywide Traffic Signals …......................................................... 14-16 SCLA Intersection Improvements …......................................................... 17 Water System Improvement Projects
Pipelines …......................................................... 18-21 New Water Resources …......................................................... 22 New Wells & Storage …......................................................... 22 Water Rights …......................................................... 22 Sewer Capacity Projects
Sewer …......................................................... 23 Regional Drainage Facilities
Regional Drainage Facilities …......................................................... 24 SCLA - Storm Drain …......................................................... 25-26 SCLA - Channel Improvements …......................................................... 27 SCLA - Access Roads …......................................................... 27 SCLA - Fencing …......................................................... 28 SCLA - Basin Excavation …......................................................... 28 SCLA - Asphalt Paving - Access Road …......................................................... 28 SCLA - Aggregate Base - Access Road …......................................................... 29 SCLA - Basin Fencing …......................................................... 29 SCLA - Box Culverts …......................................................... 29 Table of Contents
City of Victorville
Capital Improvement Plan FY 2026 Table of Contents

SUMMARY
The Mitigation Fee Act (Gov. Code, §66000 – 66025) outlines requirements for establishing, increasing and imposing fees as a condition of development. A “nexus study” must be completed to demonstrate a “reasonable relationship” between the fees, the public facilities to be funded by the fees and the development projects upon which the fees are assessed.

In 2021, the California Legislature passed Assembly Bill (AB) 602 and the Governor signed it into law. AB 602 created new statewide requirements for Development Impact Fees. Among other things, AB 602 added the requirement that large jurisdictions (counties with populations of at least 250,000 or any city located therein, regardless of population) adopt a capital improvement plan as part of their nexus study.

The following sections constitute the required capital improvement plan, outlining projects for
public facilities to be funded in whole or in part by development impact fees and capacity fees assessed for development projects in Victorville. In the case of Water System Improvement, Sewer Capacity and Regional Drainage facilities, project availability will vary and align with the time the associated project area is developed. For all other projects, availability is described within the capital improvement plan as follows:

Description Timeframe to Complete
Short-Term Estimated within 1-3 years
Mid-Term Estimated within 4-7 years
Long-Term Estimated withing 8-10 years

Page 2 of 29 ends

Park Land and Park Improvements
Facility Name Facility Cost Site Acres Estimated Site
Value Project Total
New
Development
Cost Share
Alternative Funding
Source
Alternative
Funding Cost
Share
Impact Fee Cost
Basis
Timeframe to
Complete Justification
Sports Complex $ 17,300,000 15 $ 850,000 $ 18,150,000 50% Measure P; General Fund;
Existing Fund
Balance;
State & Federal
Grants
50% Estimated
based on
current
construction
costs for
projects of a
similar nature
and current
commercial land
prices.

Mid-Term The City's 2020- Park &
Rec Master Plan on page
89 established a need of
5-8 additional
multipurpose rectangular
fields for the City's
existing population.

Civic Plaza Park &
Police Station
$ 19,917,081 0 $ 2,500,000 $ 101,879,957 50% Measure P; General Fund;
Existing Fund
Balance;
State & Federal
Grants
50% Design &
Construction per
LPA conceptual
design.

Short-Term Park amenities outlined
in the LPA Conceptual
Design
Rectangular Field $ 350,000 0 $ - $ 350,000 0% Existing DIF Fund Balance
100% Estimate based
on current
construction
costs for similar
projects
Short-Term Park and Rec Master
Plan Recommendation.

Westside Dog Park $ 100,000 0 $ - $ 100,000 50% Measure P; General Fund;
Existing Fund
Balance;
State & Federal
Grants
50% Estimate based
on current
construction
costs for similar
projects
Mid-Term The Park & Rec Master
Plan established the
need for (3) dog parks
located within the City.

Sunset Ridge
Splash Pad
$ 795,785.92 2.75 $ 1,692,632.70 $ 2,488,418.62 50% Measure P; General Fund;
Existing Fund
Balance;
State & Federal
Grants
50% Estimated
based on
current
construction
costs for
projects of a
similar nature
and current
commercial land
prices.

Mid-Term The Park & Rec Master
Plan established the
need for (2) Pools/Water
elements located within
the City.

Westside Pool
Complex
$ 11,000,000 0 $ - $ 11,000,000.00 50% Measure P; General Fund;
Existing Fund
Balance;
State & Federal
Grants
50% Estimate based
on current
construction
costs for similar
projects
Long-Term The Park & Rec Master
Plan established the
need for (2) Pools/Water
elements located within
the City.

Parks & Recreation

Page 3 of 29 ends

Park Land and Park Improvements
Westside Skatepark $ 1,400,000 0 $ - $ 4,000,000.00 50% Measure P; General Fund;
Existing Fund
Balance;
State & Federal
Grants
50% Estimate based
on current
construction
costs for similar
projects
Mid-Term The Park & Rec Master
Plan established the
need for (6) Skate Parks
located within the City.

Eagle Ranch Park
Restrooms
$ 280,000 0 $ - $ 350,000.00 0% Existing DIF Fund Balance
100% Estimate from
2007 DIF
Project List
Short-Term Existing Project;
deficiency notated in
Park & Rec Master Plan.

Eva Dell Dog Park $ 150,000 0 $ - $ 300,000.00 0% Existing Fund Balance;
Measure P
100% Quote based on
similar project.

Short-Term Park & Rec Master Plan
Recommendation
Trails Master Plan $ 50,000 0 $ - $ 50,000.00 0% Existing DIF Fund Balance
100% Quote based on
similar project.

Short-Term Park & Rec Master Plan
Recommendation
New Walking Loop $ 150,000 0 $ - $ 150,000.00 0% Existing DIF Fund Balance
100% Quote based on
similar project.

Short-Term Park & Rec Master Plan
Recommendation
Old Town Walking
Loop
$ 135,000 0 $ - $ 135,000.00 0% Existing DIF Fund Balance
100% Quote based on
similar project.

Mid-Term Park & Rec Master Plan
Recommendation
Park Lighting
Enhancements
$ 200,000 0 $ - $ 200,000.00 50% Existing DIF Fund Balance
50% Estimate based
on current
construction
costs for similar
projects
Short-Term Lighting enhancements
will improve safety,
accessibility and hours of
access for
programming/use at
various City parks.
1 Any projects without a location specified, project site will be selected using GRASP or other tools from the Park & Recreation Master Plan - 2020 with the goal to improve access to outdoor recreation.

Page 4 of 29 ends

Library, Public Buildings, Police Facility, and Fire Protection Facility Name Facility Cost Site Acres Estimated Site
Value Project Total
New
Development
Cost Share
Alternative Funding
Source
Alternative
Funding Cost
Share
Impact Fee Cost
Basis
Timeframe to
Complete Justification
Victorville City
Library
$ 43,534,968 5 $ 3,077,514 $ 46,612,482 9% Measure P; General Fund;
State & Federal
Grants
91% Based upon the
cost estimation
provided in the
Library Master
Plan.

Long-Term The City's Library Master
Plan estimates a 72,300
Sq. Ft. for the City's
projected population by
2040.

Facility Name Facility Cost Site Acres Estimated Site
Value Project Total
New
Development
Cost Share
Alternative Funding
Source
Alternative
Funding Cost
Share
Impact Fee Cost
Basis
Timeframe to
Complete Justification
Central Facilities
Yard
$ 1,569,600 2 $ 1,000,000 $ 2,569,600 50% General Fund 50% Estimated based on
current
commercial land
prices.

Long-Term The City's Facilities staff
is currently only supplied
with an aging, re-
purposed single family
home to utilize as a shop
and has a need for a
larger space that will
allow for larger amounts
of storage and a larger
area for fabrication when
working on projects of a
larger scope.

Central Household
Hazardous
Waste/Consolidated
Recycling Facility
$ 2,040,000 5 $ 2,000,000 $ 4,040,000 50% Solid Waste Fund; Landfill Mitigation
Fund
50% Estimated
based on
current
commercial land
prices.

Long-Term This property would allow
the City to consolidate it's
recycling efforts in one
location and add some of
the necessary equipment
to sort and divert specific
material types all at one
location.

City Hall - Capacity
Improvements
$ 400,000 4.14 $ - $ 400,000 100% 0% Based on estimated cost
from existing
quote.

Short-Term The acquisition of new
cublices and/or building
of new offices will
support the City's
ongoing operatinal
growth and provide
working areas for the
increase in required
staffing. This is required
to ensure the City is
equipped to sustain
growth.

Library
Public Buildings

Page 5 of 29 ends

Library, Public Buildings, Police Facility, and Fire Protection Facility Name Facility Cost Site Acres Estimated Site
Value Project Total
New
Development
Cost Share
Alternative Funding
Source
Alternative
Funding Cost
Share
Impact Fee Cost
Basis
Timeframe to
Complete Justification
Civic Plaza Park &
Police Station
$ 79,462,876 9.18 $ 2,500,000 $ 101,879,957 50% General Fund State & Federal
Grants
Parks DIF
Measure P
50% Design &
Construction per
LPA conceptual
design.

Short-Term Currently the Victorville
Police Station does not
have the capability of
housing additional
personnel and the
construction of a new
Police Department
building on City owned
land would allow the City
to provide and sustain
the current level of public
safety services for the
long-term benefits of the
Victorville residents.

Facility Name Facility Cost Site Acres Estimated Site
Value Project Total
New
Development
Cost Share
Alternative Funding
Source
Alternative
Funding Cost
Share
Impact Fee Cost
Basis
Timeframe to
Complete Justification
Fire Station 316 $ 10,000,000 0.98 $ 275,000 $ 10,275,000 50% Measure P; General Fund
50% Estimated
based on
current land
prices.

Long-Term The construction of Fire
Station 316 would allow
for the growth and
expansion of the western
part of the City. These
costs are based from the
current DIF Study.

Fire Station -
Capacity
Improvements
$ 4,265,885 6.02 $ - $ 4,265,885 50% Measure P; General Fund
50% Based on the
estimated cost
from an existing
quote.

Short-Term These capacity
improvements will
provide additional
bedrooms, restrooms,
and offices to sustain the
growth of the City and
increased medical and
fire calls.

Fire Department
Standard of Cover
$ 67,000 0 $ - $ 67,000 50% General Fund 50% Based on actual costs from the
agreement with
AP Triton.

Short-Term The Standard of Cover is
a document that
assesses community
risks, defines baseline
and benchmark
emergency response
performance objectives,
and identifies future
station locations.

Police Facility
Fire Protection

Page 6 of 29 ends

Road, Traffic Signals, and Intersection Projects
Road Name From To Estimated Cost Future Customer Costs
New
Development
Cost Share
Alternative
Funding Source Timeframe to Complete Impact Fee Cost Basis Justification Alternative
Funding Cost
Share
National Trails Highway At Mojave River Bridge
21,053,775$ 15,790,331$ 75% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.

Circulation Element of the
General Plan. SCLA Specific Plan
Update. SBCTA Nexus Study
25%
Mojave Dr. At I-15 4 to 6 lanes
15,647,665$ 15,647,665$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Mojave Dr. Condor Rd. 7th Street
8,800,000$ 4,400,000$ 50%
Surface Block
Transportation
Grant, SB-1,
Measure I
As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.

Traffic congestion relief and
increase road with to current
Super Arterial classification
50%
Air Expressway Phantom East National Trails Hwy
11,111,206$ 11,111,206$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Air Expressway At National Trails Hwy
2,102,962$ 2,102,962$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Amargosa Rd. Rancho Rd. Village Dr.
3,596,680$ 3,596,680$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Amethyst Rd. Rancho Rd. Hopland Rd.
944,453$ 472,227$ 50% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
50%
Amethyst Rd. Hopland Rd. Mojave Dr.
944,453$ 944,453$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Amethyst Rd. Seneca Rd. Palmdale Rd.
1,789,514$ 1,789,514$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Amethyst Rd. Sycamore St.

Eucalyptus St.
7,000,961$ 7,000,961$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Baldy Mesa Rd. Palmdale Rd. La Mesa Rd.
3,579,028$ 1,789,514$ 50% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
50%
Baldy Mesa Rd. La Mesa Rd. Olivine Rd.
1,193,009$ 1,193,009$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Bear Valley Rd. Pacoima Rd Dunia Rd.
3,000,000$ 3,000,000$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Bear Valley Rd. US-395 Monte Vista Rd.
4,584,044$ 4,584,044$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Bellflower Rd. Palmdale Rd. Sycamore St.
8,426,840$ 8,426,840$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Cactus Rd. US-395 0.25 mi. E. of US-395
236,113$ 236,113$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Cantina Dr. La Mesa Rd. Palmdale Rd.
1,416,680$ 1,416,680$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Roadway Projects

Page 7 of 29 ends

Road, Traffic Signals, and Intersection Projects
Cantina Dr. Palmdale Rd. 0.25 mi. N. of Palmdale Rd.
236,113$ 236,113 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Civic Dr. Mojave Dr. Roy Rogers Dr.
3,500,000$ 3,500,000 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
El Evado Rd. Hopland St. Air Expressway
10,448,383$ 10,448,383 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Eucalyptus St. Bellflower Rd. Mesa View Dr.
1,146,011$ 573,005 $ 50% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
50%
Eucalyptus St. Mesa View Dr. US-395
1,146,011$ 1,146,011 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Eucalyptus St. US-395 Mesa Linda St.
1,193,009$ 1,193,009 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Eucalyptus St. Mesa Linda St. Cataba Rd.
362,000$ 362,000 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Eucalyptus St. W. of Cobalt Rd. Amargosa Rd.
2,292,022$ 2,292,022 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Green Tree Blvd. 7th St. Hesperia Rd.
2,554,307$ 2,554,307 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Green Tree Blvd. Coad Rd. Ridgecrest Rd.
1,500,000$ 1,500,000 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Holly Rd. (Hopland Rd.) US-395 Cobalt Rd.
1,416,680$ 708,340 $ 50% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
50%
Hook Blvd. US-395

0.4 mi. W. of Amethyst Rd.
1,482,792$ 1,482,792$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
La Mesa Rd. White Rd. Baldy Mesa Rd.
2,292,022$ 1,146,011$ 50% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
50%
La Mesa Rd. Baldy Mesa Rd. Pena Rd.
6,417,661$ 6,417,661$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
La Mesa Rd. Pena Rd. Cantina Dr.
691,945$ 691,945$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
La Paz Dr. At I-15 Northbound ramps
679,313$ 679,313$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%

Page 8 of 29 ends

Road, Traffic Signals, and Intersection Projects
Mojave Dr. Village Dr. Condor Rd.
1,623,555$ 1,623,555 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Mojave Dr. Condor Rd. Amargosa Rd.
1,553,324$ 1,553,324 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Monte Vista Rd. Bear Valley Rd. Sycamore St.
472,227$ 236,114 $ 50% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
50%
National Trails Highway 200 ft. S. of Turner Rd.
800 ft. S. of Mojave River
Bridge
418,423$ 418,423 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
National Trails Highway
N. end of Mojave River
Bridge 1st St. at City Limit
2,248,422$ 2,248,422 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Olivine Rd. Cantina Rd. Peña Rd.
283,336$ 283,336 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Ottawa St. Mariposa Rd. Third Ave.
3,500,000$ 3,500,000 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Ottawa St. Hesperia Rd. 0.43 mi. E. of Hesperia Rd.
406,115$ 406,115 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Pahute Ave Locust Ave. Balsam Rd.
236,113$ 236,113 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Petaluma Rd. Bear Valley Rd.

0.16 mi. NE of Bear Valley
Rd.
151,113$ 151,113 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Rancho Rd. Cobalt Rd. Amethyst Rd.
538,338$ 269,169 $ 50% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
50%
Rancho Rd. Amethyst Rd.

El Evado Rd.
1,855,829$ 1,855,829$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Rancho Rd. Amargosa Rd. National Trails Highway
1,086,121$ 1,086,121$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Seneca Rd. Hesperia Rd. GreenTree Blvd.
1,822,795$ 1,822,795$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Seneca Rd. US-395 Topaz Rd.
944,453$ 944,453$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Seneca Rd. Topaz Rd. Amethyst Rd.
944,453$ 472,227$ 50% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
50%
Seventh Ave. Talpa St. Yates Rd
1,750,000$ 1,750,000$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Smoke Tree Rd. Topaz Rd. Amargosa Rd.
6,031,391$ 6,031,391$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%

Page 9 of 29 ends

Road, Traffic Signals, and Intersection Projects
Smoke Tree Rd. Mesa Linda St. Topaz Rd.
321,114$ 321,114 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Spring Valley Parkway Bear Valley Rd. 0.06 mi. N. of Lindero Rd. 2,832,859$ 2,832,859 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Sycamore US-395 Pena Rd.
132,223$ 132,223 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Tamarisk Bear Valley Rd. 414 ft. N. of Lindero St.
725,462$ 725,462 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Third Ave. GreenTree Blvd. Nisqualli Rd.
9,981,140$ 4,990,570 $ 50% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
50%
Third Ave. 575 ft. S. of Nisqualli Rd. Silica Rd.
358,892$ 358,892 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Third Ave. 600 ft. N. of Bear Valley Rd. Bear Valley Rd. 122,779$ 122,779 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Topaz Rd. Hopland St. Luna Rd.
3,305,586$ 3,305,586 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Topaz Rd. Bear Valley Rd. Sycamore St.
481,671$ 481,671 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
Topaz Rd. Eucalyptus St. Smoke Tree Rd.
982,231$ 982,231 $ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
White Rd. La Mesa Rd. Olivine Rd.
472,227$ 236,113 $ 50% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
50%
Bear Valley Rd. At I-15
26,950,000$
4,470,736$ 17% Measure I;
General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
83%
Eucalyptus St. At I-15
65,758,000$ 17,664,703$ 27% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
73%
La Mesa Rd. / Nisqualli Rd. At I-15
74,683,501$ 37,341,751$ 50% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
50%
Monte Vista Rd. Palmdale Rd. Bear Valley Rd.
5,156,000$ 5,156,000$ 100% As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
0%
National Trails Highway I-15 0.1 mi. N. of Air Expressway 14,213,000$ 6,964,370$ 49% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
51%
Nisqualli Rd. Balsam Rd. Hesperia Rd.
22,757,000$ 11,150,930$ 49% Measure I; General Fund As project area is developed. Unit costs from similar projects. Special cost estimates for interchanges, bridges
and Nexus Study projects.
51%
1 Project availability will vary and align with the time the associated project area is developed.

Page 10 of 29 ends

Road, Traffic Signals, and Intersection Projects
Road Name From To Estimated Cost Future Customer Costs
New
Development
Cost Share
Amargosa Rd. Village Dr. 0.12 mi. N. of Village Dr. 305,359$ 305,359 $ 100% Amargosa Rd. 0.12 mi. N. of Village Dr. 0.40 mi. N. of Village Dr. 897,082$ 897,082 $ 100% Amargosa Rd. Air Expressway

0.12 mi. S. of Air
Expressway 384,464$ 384,464 $ 100% Amethyst Rd. Hopland St. 0.20 mi. N. of Hopland St. 640,773$ 640,773 $ 100% Dos Palmas Rd 0.1 m. E. of Del Cerro St Amethyst Rd. 275,000$ 275,000 $ 100% Dos Palmas Rd Mayflower St. Polaris Ln 125,000$ 125,000 $ 100% Eucalyptus St. Richmond Ave 0.1 mi. W. of Richmond Ave 385,000$ 385,000 $ 100% Hook Blvd. 0.2 mi. E. of US-395 0.4 mi. E. of US-395 608,734$ 608,734 $ 100% Hook Blvd. Diamond Rd. Flamenco Pl. 256,308$ 256,308 $ 100% Hopland St. Amethyst Rd. 0.1 mi. W. of Amethyst Rd. 248,972$ 124,486 $ 50% Hopland St. Amethyst Rd. 0.1 mi. E. of Amethyst Rd. 248,972$ 248,972 $ 100% Rancho Rd. 0.10 mi. E. of El Evado Rd. 0.12 mi. W. of El Evado Rd. 704,850$ 704,850 $ 100% Rancho Rd. Village Dr. 0.09 mi. W. of Village Dr. 224,075$ 224,075 $ 100% Rancho Rd. 0.33 mi. E. of Boh Ln. 0.78 mi. E. of Boh Ln. 1,074,442$ 1,074,442 $ 100% Seneca Rd. 0.46 mi. E. of US-395 0.52 mi. E. of US-395 320,386$ 320,386 $ 100% Seneca Rd. Topaz Rd. 0.08 mi. W. of Topaz Rd. 256,309$ 256,309 $ 100% Seneca Rd. 0.1 mi. W. of Gateside Way. South Trail 545,000$ 545,000 $ 100% Sycamore St. Cobalt Rd. 0.05 mi. W. Birchwood Ave. 755,000$ 755,000 $ 100% Topaz Rd. Seneca Rd. 0.15 mi. N. of Seneca Rd. 455,859$ 455,859 $ 100% Village Dr. 0.08 mi. W. of Amargosa Rd. 0.30 mi. W. of Amargosa Rd. 101,199$ 101,199$ 100% Village Dr. Rancho Rd. 0.07 mi. N. of Rancho Rd. 83,914$ 83,914$ 100% Village Dr.

0.10 mi. S. of Air
Expressway

0.27 mi. S. of Air
Expressway 203,791$ 203,791$ 100% Air Expressway 0.32 mi. W. of Village Rd. 0.38 mi. W. of Village Rd. 108,167$ 108,167$ 100% El Evado Rd. 0.1 mi. N. of Hook Bl. 0.37 mi. N. of Hook Bl. 543,831$ 543,831$ 100% Bear Valley Rd. 0.09 mi. W. of Cobalt Rd. 0.19 mi. W. of Cobalt Rd. 229,025$ 229,025$ 100% Bear Valley Rd. 0.2 mi. W. of Topaz Rd. 0.3 mi. W. of Topaz Rd. 229,025$ 229,025$ 100% Mojave Dr. 0.09 mi. E. of El Evado Rd. 0.25 mi. E. of El Evado Rd. 963,000$ 963,000$ 100% Mojave Dr. 0.02 mi. E. of Cobalt Rd. 0.03 mi. W. of Cobalt Rd. 121,128$ 121,128$ 100% Mojave Dr. 0.22 mi. E. of US-395 0.24 mi. E. of US-395 48,451$ 48,451$ 100% Under Power Line

Page 11 of 29 ends

Road, Traffic Signals, and Intersection Projects
Estimated Cost Future Customer Costs
New
Development
Cost Share
550,000$ 550,000 $ 100%
1 Project availability will vary and align with the time the associated project area is developed.

AV Bear Valley Road Bridge Widening project
Project Name
Bridge Projects

Page 12 of 29 ends

Road, Traffic Signals, and Intersection Projects
Road Name From To Estimated Cost Future Customer Costs
New
Development
Cost Share
Air Expressway 0.1 mi. W. of Gateway St. Phantom West $5,066,502.00 $5,066,502.00 100% Air Expressway Phantom West Phantom East $4,873,159.00 $4,873,159.00 100% Adelanto Rd. Innovation Way Momentum Rd $751,344.00 $751,344.00 100% Adelanto Rd. Momentum Rd El Mirage Rd. $1,659,054.00 $1,659,054.00 100% Innovation Way Adelanto Rd. Gateway St. $961,721.00 $961,721.00 100% Innovation Way Gateway St. 0.35 mi. W. of Phantom West $4,637,382.00 $4,637,382.00 100% Innovation Way Phantom West 0.28 mi. E. of Phantom West $792,607.00 $792,607.00 100% Innovation Way 0.28 mi. E. of Phantom West Nevada Ave. $659,679.00 $659,679.00 100% Innovation Way Nevada Ave. Phantom East $5,353,494.00 $5,353,494.00 100% Phantom East Air Expressway Innovation Way $804,202.00 $804,202.00 100% Phantom East Innovation Way Nevada Ave. $1,084,737.00 $1,084,737.00 100% Phantom West 0.25 mi. W. of Nevada Ave. Nevada Ave. $345,095.00 $345,095.00 100% Nevada Ave. Air Expressway Innovation Way $940,087.00 $940,087.00 100% Nevada Ave. Innovation Way 0.13 mi. N. of Innovation Way $251,734.00 $251,734.00 100% Nevada Ave. 0.13 mi. N. of Innovation Way George Blvd. 250,000.00 250,000 100% Nevada Ave. George Blvd. Phantom West 1,269,664.00 1,269,664 100% 1 Project availability will vary and align with the time the associated project area is developed.

SCLA Roadway Projects

Page 13 of 29 ends

Road, Traffic Signals, and Intersection Projects
Road 1 Road 2 Estimated Cost Future Customer Costs
New
Development
Cost Share
Alternative
Funding Source
Alternative
Funding Cost
Share
Air Expressway National Trails Highway 1,100,000$ 1,100,000$ 100% Measure I; General Fund 0%
Amethyst Rd. Seneca Rd. 900,000$ 450,000$ 50% Measure I; General Fund 50%
Bear Valley Rd. Monte Vista Rd. 900,000$ 450,000$ 50% Measure I; General Fund 50%
Bear Valley Rd. Cobalt Rd. 900,000$ 450,000$ 50% Measure I; General Fund 50%
Bear Valley Rd. Bellflower Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Bear Valley Rd. Mesa View Dr. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Bear Valley Rd. Spring Valley Pkwy (Realigned) 750,000$ 375,000$ 50% Measure I; General Fund 50%
Eucalyptus St. Topaz Rd. 900,000$ 450,000$ 50% Measure I; General Fund 50%
Eucalyptus St. Amethyst Rd. 900,000$ 450,000$ 50% Measure I; General Fund 50%
Eucalyptus St. Amargosa Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Hesperia Rd. Verde St. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Hook Blvd. US-395 2,000,000$ 2,000,000$ 100% Measure I; General Fund 0%
Hook Blvd. Topaz Rd. 900,000$ 675,000$ 75% Measure I; General Fund 25%
Hopland Rd. Topaz Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Hopland Rd. Amethyst Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Hopland Rd. El Evado Rd. 900,000$ 675,000$ 75% Measure I; General Fund 25%
La Mesa Rd. White Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
La Mesa Rd. Baldy Mesa Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
La Mesa Rd. Monte Vista Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Citywide Traffic Signals

Page 14 of 29 ends

Road, Traffic Signals, and Intersection Projects
La Mesa Rd. Bellflower Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
La Mesa Rd. Topaz Rd. 900,000$ 225,000$ 25% Measure I; General Fund 75%
La Mesa Rd. Cantina Rd. 900,000$ 450,000$ 50% Measure I; General Fund 50%
Mojave Dr. Topaz Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Mojave Dr. Civic Dr. 1,200,000$ 1,200,000$ 100% Measure I; General Fund 0%
Mojave Dr. Mesa Linda Ave. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Mojave Dr. 6th Street 900,000$ 450,000$ 50% Measure I; General Fund 50%
Nisqualli Road 9th Avenue 900,000$ 225,000$ 25% Measure I; General Fund 0%
Olivine Rd. US-395 2,000,000$ 2,000,000$ 100% Measure I; General Fund 0%
Ottawa St. Mariposa Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Ottawa St. Third Ave. 900,000$ 225,000$ 25% Measure I; General Fund 75%
Ottawa St. Hesperia Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Palmdale Rd. Baldy Mesa Rd. 2,000,000$ 500,000$ 25% Measure I; General Fund 75%
Palmdale Rd. Bellflower Rd. 2,000,000$ 1,000,000$ 50% Measure I; General Fund 50%
Palmdale Rd. Topaz Rd. 2,000,000$ 1,000,000$ 50% Measure I; General Fund 50%
Rancho Rd.

Amethyst Rd. 900,000$ 675,000$ 75% Measure I; General Fund 25%
Rancho Rd. El Evado Rd. 900,000$ 675,000$ 75% Measure I; General Fund 25%
Rancho Rd. Village Dr. 900,000$ 675,000$ 75% Measure I; General Fund 25%
Rancho Rd. Boh Ln. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Rancho Rd. National Trails Highway 2,000,000$ 2,000,000$ 100% Measure I; General Fund 0%
Ridgecrest Rd. Bluff Crest St./Vista Point Dr. 1,200,000$ 200,000$ 17% Measure I;
SLAD; SBC
County
83%
Seneca Rd. Rodeo Dr. 900,000$ - $ 0% Measure I; General Fund 100%

Page 15 of 29 ends

Road, Traffic Signals, and Intersection Projects
Seneca Rd. Topaz Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Seventh Ave. Silica Dr. 900,000$ 300,000$ 33% Measure I; General Fund 67%
Smoke Tree Rd. Topaz Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Smoke Tree Rd. Amargosa Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Sycamore St. US-395 2,000,000$ 1,000,000$ 50% Measure I; General Fund 50%
Stoddard Wells Rd. Abbey Lane 900,000$ 900,000$ 100% Measure I; General Fund 0%
Third Ave. Silica Dr. 900,000$ 225,000$ 25% Measure I; General Fund 75%
Topaz Rd. Red Rock Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Village Dr. Clovis St. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Village Dr. Eta Camino Rd. 900,000$ 900,000$ 100% Measure I; General Fund 0%
Village Dr. Oceanside Dr. 900,000$ 450,000$ 50% Measure I; General Fund 50%
Village Dr. Llanada Ave. 900,000$ 900,000$ 100% Measure I; General Fund 0%
1 Project availability will vary and align with the time the associated project area is developed.

Page 16 of 29 ends

SCLA Intersection Improvements

Page 17 of 29 ends

Water System Improvement Projects
Street From To Length New Development
Total Cost
New Development
Cost Share
Vinton Rd Palmdale Rd Olivine Rd 9,240 2,131,852.80$ 100% Wagon Wheel Rd Palmdale Rd La Mesa Rd 7,920 1,827,302.40$ 100% Wagon Wheel Rd La Mesa Rd Lindero Rd 5,280 1,218,201.60$ 100% Braceo St Palmdale Rd Dos Palmas Rd 2,640 609,100.80$ 100% Braceo St Luna Rd Olivine Rd 5,280 1,218,201.60$ 100% Verbena Rd Palmdale Rd Dos Palmas Rd 2,640 609,100.80$ 100% Verbena Rd Luna Rd Sycamore St 10,560 2,436,403.20$ 100% Bellflower St Sierra Rd Sycamore St 660 152,275.20$ 100% Mesa Linda Ave Hopland St Mojave Dr 5,280 1,218,201.60$ 100% Mesa Linda Ave Hook Blvd Palmdale Rd 5,280 1,218,201.60$ 100% Topaz Rd Hopland St Mojave Dr 5,280 1,218,201.60$ 100% Topaz Rd Hook Blvd Seneca Rd 2,640 609,100.80$ 100% Topaz Rd Palmdale Rd Arvila St 1,980 456,825.60$ 100% cobalt Rd Hook Blvd Seneca Rd 2,640 609,100.80$ 100% Cordova Rd Rancho Rd Clovis St 2,640 609,100.80$ 100% Pipelines

Page 18 of 29 ends

Water System Improvement Projects
Pacoima Rd Seneca Rd Palmdale Rd 2,640 609,100.80$ 100% Cahuenga Rd Hopland St Tawney Ridge Ln 4,224 974,561.28$ 100% 11th St Verde St Cherry Hill Dr 13,147.20 3,033,321.98$ 100% .25mile E of HWY 395 Mesa St .25 mile south 1,320 304,550.40$ 100% Cataba Rd Mesa St .25 mile south 1,320 304,550.40$ 100% .5 mile E of Cataba Rd Mesa St .25 mile south 1,848 426,370.56$ 100% Dos Palmas Rd Caughlin Rd Braceo St 12,144 2,801,863.68$ 100% Dos Palmas Rd Verbena Rd Fuchsia Ln 4,620 1,065,926.40$ 100% Luna Rd Caughlin Rd White Rd 5,280 1,218,202.06$ 100% Luna Rd Caughlin Rd Braceo St 12,144 2,801,863.68$ 100% Luna Rd Monte Vista Rd Daisy Rd 1,320 304,550.40$ 100% Luna Rd Bellflower St Fremontia Rd 1,320 304,550.40$ 100% La Mesa Rd Caughlin Rd Baldy Mesa Rd 10,560 2,436,403.20$ 100% La Mesa Rd Pena Rd Hwy 395 792 182,730.24$ 100% Olivine Rd Caughlin Rd Braceo St 12,144 2,801,863.68$ 100% Pahute Ave Locust Ave Balsam Rd 1,003.20 231,458.30$ 100% Bear Valley Rd .12 mile E Caughlin Rd Pueblo Trail Rd 4,065.60 938,015.23$ 100% Sycamore St Caughlin Rd Vinton Rd 2,640 609,100.80$ 100%

Page 19 of 29 ends

Water System Improvement Projects
Sycamore St Joshua Rd Monte Vista Rd 1,320 304,550.40$ 100% Mesa St Hwy 395 .25 mile east 1,320 304,550.40$ 100% Hopland St Topaz Rd Cobalt Rd 2,640 609,100.80$ 100% Cactus St Hwy 395 Cobalt Rd 7,480.18 1,725,826.21$ 100% Mojave Dr Topaz Rd Cobalt Rd 2,640 609,100.80$ 100% Seneca Rd Hwy 395 Amethyst Rd 10,560 2,436,403.20$ 100% Clovis St Cordova Rd El Evado Rd 8,357.71 1,928,291.31$ 100% Rancho Rd Rancho Rd Victoria Drive 5,351.28 1,234,647.32$ 100% Caughlin Rd Palmdale Rd Goss Rd 18,480 5,164,420.80$ 100% Vinton Rd Bear Valley Rd Goss Rd 3,960 1,106,661.60$ 100% White Rd Palmdale Rd Bear Valley Rd 13,200 3,688,872.00$ 100% Baldy Mesa Rd La Mesa Rd Olivine Rd 2,640 737,774.40$ 100% Monte Vista Rd Palmdale Rd Dos Palmas Rd 2,640 737,774.40$ 100% Monte Vista Rd Olivine Rd Sierra Rd 3,960 1,106,661.60$ 100% Bear Valley Rd Caughlin Rd .12 mile east 633.60 177,065.86$ 100% Hopland St Hwy 395 Topaz Rd 5,280 1,475,548.80$ 100% Baldy Mesa Rd Palmdale Rd La Mesa Rd 7,920 3,543,091.20$ 100% Bellflower St Palmdale Rd Luna Rd 5,280 2,362,060.80$ 100%

Page 20 of 29 ends

Water System Improvement Projects
La Mesa Rd White Rd Bellflower St 14,784 6,613,770.24$ 100% Bear Valley Rd Pena Rd Hwy 394 792 405,781.20$ 100%

Page 21 of 29 ends

Water System Improvement Projects
Project From To Length New Development
Total Cost
New Development
Cost Share
Area 28 - Turnout #5 Mesa St Sycamore St 5,730 6,210,000$ 100% New Development
Total Cost
New Development
Cost Share
3,000,000$ 100%
Acre-Feet (AF) Needed Cost per AF New Development
Total Cost
New Development
Cost Share
11,644 5,200.00$ 60,546,217.90$ 100% Project
Permanent Water Rights
1 Project availability will vary and align with the time the associated project area is developed.

New Water Resources
New Wells & Storage
Water Rights
Project
1 Million Gallon Water Tank

Page 22 of 29 ends

Sewer Capacity Projects
Master Plan Project From To Estimated Cost New Development Cost Share
Alternative Funding
Source
Alternative Funding
Cost Share
C2 Burning
Tree/Arrowhead
Hughes/Pebble
Beach $ 1,774,568.00 77% Sewer Fund;
Sewer Capacity 23%
C3 Hughes Seneca $ 7,497,424.00 77% Sewer Fund; Sewer Capacity 23%
C12 N. of Turner Rd S. of Rancho Rd 4,590,300.00$ 61% Sewer Fund;
General Fund 39%
C13 Village Drive Rancho Rd 5,699,220.00 $ 61% Sewer Fund;
General Fund 39%
C14 Cantina Dr Mesa Linda St 831,750.00 $ 61% Sewer Fund;
General Fund 39%
C15 Sycamore Amethyst 6,211,913.00 $ 61%
Sewer Fund;
General Fund 39%
C16 North Star Dos Palmas 5,032,080.00 $ 61%
Sewer Fund;
General Fund 39%
C17 Baldy Mesa Monte Vista 3,336,975.00 $ 61% Sewer Fund;
General Fund 39%
C18 Bell Flower Mesa Linda 6,451,718.00 $ 61% Sewer Fund;
General Fund 39%
C19 Mesa Linda Cobalt 4,601,025.00 $ 61%
Sewer Fund;
General Fund 39%
C20 Dos Palmas Gaucho CT 5,958,690.00 $ 61%
Sewer Fund;
General Fund 39%
C21 El Evado Amargosa 3,056,610.00 $ 61%
Sewer Fund;
General Fund 39%
C23 Locust Sixth 3,110,685.00 $ 61%
Sewer Fund;
General Fund 39%
C24 W. of Ottawa Pl Third 4,675,560.00 $ 61%
Sewer Fund;
General Fund 39%
C25 Mariposa Burning Tree 1,730,850.00 $ 61%
Sewer Fund;
General Fund 39%
C28 E of Lambert Lane Hesperia 270,420.00 $ 61% Sewer Fund;
General Fund 39%
C34 S. of Tawney Ridge IWWTP 37,977,225.00 $ 61% Sewer Fund;
General Fund 39%
New Extension N/A N/A 30,184,583.00 $ 100%
Sewer Fund;
General Fund 0%
1 Project availability will vary and align with the time the associated project area is developed.

Sewer

Page 23 of 29 ends

Regional Drainage Facilities
Facility Name Facility Cost New Development Cost
Share
Alternative Funding
Source
Alternative Funding Cost
Share
Line A-01 45,436,615.00$ 53% General Fund 47% Line A-02 4,674,896.00$ 53% General Fund 47% Line A-03 8,899,710.00$ 53% General Fund 47% Line A-04 7,688,702.00$ 53% General Fund 47% Line A-06 23,123,324.00$ 53% General Fund 47% Line A-10C 2,816,973.00$ 53% General Fund 47% Line A-12 5,255,298.00$ 53% General Fund 47% Line A-13 2,726,744.00$ 53% General Fund 47% Line B-01 26,397,503.00$ 53% General Fund 47% Line D-01 20,959,268.00$ 53% General Fund 47% Line D-02 6,875,409.00$ 53% General Fund 47% Line D-03 1,722,404.00$ 53% General Fund 47% Line E-01 48,336,814.00$ 53% General Fund 47% Line E-02 7,715,120.00$ 53% General Fund 47% Line E-03 2,899,514.00$ 53% General Fund 47% Line E-04 2,915,617.00$ 53% General Fund 47% Line E-05 6,808,749.00$ 53% General Fund 47% Line E-06 4,143,998.00$ 53% General Fund 47% Line J-01 7,005,617.00$ 53% General Fund 47% Line J-02 3,386,741.00$ 53% General Fund 47% Line J-03 4,843,040.00$ 53% General Fund 47% Regional Drainage Facilities
1 Additional project information can be found in:
•Victorville Master Plan of Drainage, dated March 1992, prepared for the San Bernardino County Flood Control District.

Page 24 of 29 ends

Regional Drainage Facilities
Facility Name Facility Cost New Development Cost
Share
Alternative Funding
Source
Alternative Funding Cost
Share
Line A - Hydrology ID 4 649,566.00$ 79% General Fund 21% Line A - Hydrology ID5 593,902.00$ 79% General Fund 21% Line A - Hydrology ID 9 483,034.00$ 79% General Fund 21% Line A - Hydrology ID 10 614,728.00$ 79% General Fund 21% Line A - Hydrology ID 11 639,122.00$ 79% General Fund 21% Line A - Hydrology ID 13 814,759.00$ 79% General Fund 21% Line A - Hydrology ID 16 1,488,032.00$ 79% General Fund 21% Line A1 - Hydrology ID 6 443,324.00$ 79% General Fund 21% Line A2 - Hydrology ID 12 179,179.00$ 79% General Fund 21% Line A3 - Hydrology ID 14 152,379.00$ 79% General Fund 21% Line A3 - Hydrology ID 15 334,610.00$ 79% General Fund 21% Line B - Hydrology ID 18 495,677.00$ 79% General Fund 21% Line B - Hydrology ID 19 369,808.00$ 79% General Fund 21% Line B - Hydrology ID 20 298,163.00$ 79% General Fund 21% Line B - Hydrology ID 21 635,936.00$ 79% General Fund 21% Line B - Hydrology ID 25 414,029.00$ 79% General Fund 21% Line B - Hydrology ID 26 285,220.00$ 79% General Fund 21% Line B - Hydrology ID 27 356,525.00$ 79% General Fund 21% Line B - Hydrology ID 28 459,112.00$ 79% General Fund 21% Line B - Hydrology ID 30 374,926.00$ 79% General Fund 21% Line B - Hydrology ID 31 954,567.00$ 79% General Fund 21% Line B - Hydrology ID 24 202,336.00$ 79% General Fund 21% Line B-1 Hydrology ID 23 66,554.00$ 79% General Fund 21% SCLA - Storm Drain

Page 25 of 29 ends

Regional Drainage Facilities
Line B-1-1 151,710.00$ 79% General Fund 21% Line B-2 125,913.00$ 79% General Fund 21% Line C Hydrology ID 33.1 23,391.00$ 79% General Fund 21% Line C - Hydrology ID 33 28,694.00$ 79% General Fund 21% Line C - Hydrology ID 34 70,976.00$ 79% General Fund 21% Line C - Hydrology ID 35 150,641.00$ 79% General Fund 21% Line C - Hydrology ID 36 260,425.00$ 79% General Fund 21% Line C - Hydrology ID 37 61,486.00$ 79% General Fund 21% 1 Additional project information can be found in the SCLA Specific Plan Update, dated March 2021. 2 Project availability will vary and align with the time the associated project area is developed.

Page 26 of 29 ends

Regional Drainage Facilities
Facility Name Facility Cost New Development Cost
Share
Alternative Funding
Source
Alternative Funding Cost
Share
Air Exwy to Innovation Way 1,150,952.00$ 79% General Fund 21% Innovation Way 2,498,778.00$ 79% General Fund 21% West side of KDP (Innovation to
Momentum) 2,218,612.00$ 79% General Fund 21% Momentum (W. side of KDP to
Adelanto Rd) 696,629.00$ 79% General Fund 21% West of Adelanto Rd 1,045,701.00$ 79% General Fund 21% Facility Name Facility Cost New Development Cost
Share
Alternative Funding
Source
Alternative Funding Cost
Share
Air Exwy to Innovation Way 119,844.00$ 79% General Fund 21% Innovation Way 209,556.00$ 79% General Fund 21% West side of KDP (Innovation to
Momentum) 190,908.00$ 79% General Fund 21% Momentum (W. side of KDP to
Adelanto Rd) 89,604.00$ 79% General Fund 21% West of Adelanto Rd 112,838.00$ 79% General Fund 21% SCLA - Access Roads
SCLA - Channel Improvements

Page 27 of 29 ends

Regional Drainage Facilities
Facility Name Facility Cost New Development Cost
Share
Alternative Funding
Source
Alternative Funding Cost
Share
Air Exwy to Innovation Way 79,040.00$ 79% General Fund 21% Innovation Way 171,600.00$ 79% General Fund 21% West side of KDP (Innovation to
Momentum) 152,360.00$ 79% General Fund 21% Momentum (W. side of KDP to
Adelanto Rd) 47,840.00$ 79% General Fund 21% West of Adelanto Rd 71,812.00$ 79% General Fund 21% Facility Name Facility Cost New Development Cost
Share
Alternative Funding
Source
Alternative Funding Cost
Share
Flood Control Basin 968,000.00$ 79% General Fund 21% Water Quality Basin #1 350,416.00$ 79% General Fund 21% Water Quality Basin #2 290,400.00$ 79% General Fund 21% Water Quality Basin #3 25,168.00$ 79% General Fund 21% Facility Name Facility Cost New Development Cost
Share
Alternative Funding
Source
Alternative Funding Cost
Share
Flood Control Basin 242,926.00$ 79% General Fund 21% Water Quality Basin #1 150,536.00$ 79% General Fund 21% Water Quality Basin #2 150,536.00$ 79% General Fund 21% Water Quality Basin #3 52,553.00$ 79% General Fund 21% SCLA - Fencing
SCLA - Asphalt Paving - Access Road
SCLA - Basin Excavation

Page 28 of 29 ends

Regional Drainage Facilities
Facility Name Facility Cost
New Development Cost
Share
Alternative Funding
Source
Alternative Funding Cost
Share
Flood Control Basin 137,101.00$ 79% General Fund 21% Water Quality Basin #1 84,958.00$ 79% General Fund 21% Water Quality Basin #2 84,958.00$ 79% General Fund 21% Water Quality Basin #3 29,659.00$ 79% General Fund 21% Facility Name Facility Cost New Development Cost
Share
Alternative Funding
Source
Alternative Funding Cost
Share
Flood Control Basin 250,638.00$ 79% General Fund 21% Water Quality Basin #1 155,315.00$ 79% General Fund 21% Water Quality Basin #2 155,315.00$ 79% General Fund 21% Water Quality Basin #3 54,221.00$ 79% General Fund 21% Facility Name Facility Cost New Development Cost
Share
Alternative Funding
Source
Alternative Funding Cost
Share
Gateway, S. side of Innovation 288,552.00$ 79% General Fund 21% Innovation, 710' NW of Gateway 288,552.00$ 79% General Fund 21% Adelanto Rd, N. side of
Momentum /Chamberlaine Way 288,552.00$ 79% General Fund 21% 1 Additional project information can be found in the SCLA Specific Plan Update, dated March 2021.

SCLA - Box Culverts
SCLA - Basin Fencing
SCLA - Aggregate Base - Access Road

Page 29 of 29 ends

Attachment B
Resolution No. VWD-25-002

RESOLUTION NO. VWD-25-002

A RESOLUTION OF THE BOARD OF DIRECTORS OF THE

VICTORVILLE WATER DISTRICT AD OPTING THE WATER DISTRICT

RELATED PORTIONS OF THE UP DATED CAPITAL IMPROVEMENT
PLAN, REVISED CITY COUNCIL PO LICY NO. CP-25-01, AND THE

WATER DISTRICT RELATED PORTIO NS OF THE UPDATED MASTER

FEE SCHEDULE FOR DEVELOPMENT IMPACT FEES AND CAPACITY

CHARGES

WHEREAS, the Victorville Water District (the “District”), is a county water district and subsidiary district of the City of Victorville (the “City” or “Victorville”); and

WHEREAS, the District constructs, owns, operates, improv es, and maintains the water system and related facilities and infras tructure that serves the District's existing customers and provides water service availability to new customers and new development within the jurisdictional boundaries of the District; and

WHEREAS, pursuant to Government Code Section 66013 (a part of the Mitigation Fee Act, Government Code § 66000 et seq .) the District is author ized to establish and impose facility capacity charges for public facilities in existence at the time a charge is imposed or for new public facilities to be acquired or constructed in the future that are of proportional benefit to the person or property being charged, includin g supply or facility capacity contracts for rights or entitlements, real property interests, and entitlements and other rights of the local agency involving capital expense relating to its use of existing or new public facilities (“Water System Capacity Charges”); and

WHEREAS, the governing bodies of local agencies, including the District Board of Directors (“District Board”), may approve and adopt fee studies and charges, including those associated with Water System Capacity Charges, by resolution; and

WHEREAS, the District Board must periodically review Wa ter System Capacity Charges to ensure they are sufficient to mitigate the impacts of new development on the associated capital facilities and other improvements needed to maintain the existing level of public service and to ensure they reflect the estimated reasonable costs of providing the improvements and facilities for which they are being charged; and

WHEREAS, on June 7, 2022, by means of Resolution No. VWD-22-005, the District Board adopted the relev ant portion of a report from N.B.S. Government Finance Group entitled “City of Victorville Development Impact Fee Study” (the “Nexus Study ”),
Chapter 8 of which provided the calculat ion basis and methodol ogy for the proposed Water System Capacity Charges and reflec ted the estimated, reasonable costs of constructing the water improvements and facilities for which said fees are being charged; and

WHEREAS , on June 7, 2022, in accordance with the requirements of the Mitigation

Fee Act and by means of adopting Resolution No. VWD-22-005, the District Board adopted those portions of a Capi tal Improvement Plan that es tablished public facilities pursuant to Government Code section 66000( d) which the Water System Capacity Charges would fund; and

WHEREAS, Chapter 8 of the Nexus Study established the updated maximum Water System Capacity Charges for the District’s water system improvements associated with new development, which said ma ximum included a new pe rcentage co mponent for administration of the City’s development impact fees program; and

WHEREAS , there is no requirement to implement fees/charges at the maximum rate determined through the Nexus Study and/or at the maximum increased rates as calculated annually, and it is within the discretion of the District Board to establish fees/charges at an amount less than the maximums to further the strategic goals of the City; and

WHEREAS, the District Board also adopted Resolution No. VWD-22-005 on June 7, 2022 which resolution approved: (1) City Council Policy No. CP-22-01 (“ CP-22-01”), establishing policy guidelines for implementing the new and updated Development Impact Fees and Sewer and Wa ter System Capacity Charges, providing for an annual review process, and setting forth a four-year phase-in plan to foster and encourage residential development; and (2) a Development Impact Fee and Capacity Charges Master Fee Schedule imposing the new and updated fees and charges established by the Nexus Study in accordance with CP-22-01; and

WHEREAS, on December 19, 2023, the Distri ct Board adopted Resolution No.

VWD-23-015, approving: (1) an updated Master Fee Sc hedule for Development Impact Fees and Capacity Charges for 2024; (2) City Council Policy No. CP-23-02 (“CP-23-02”), which superseded and replaced CP-22-01; and (3) an updated Capital Improvement Plan for 2024; and

WHEREAS, in the subsequent year, and as part of the annual review process, on December 17, 2024, the District Board adopted Resolution No. VWD-24-011, approving:
(1) an updated Master Fee Schedule for De velopment Impact Fees and Capacity Charges for 2025; (2) City Council Policy No. CP-24-05 (“CP-24-05”), which superseded and replaced CP-23-02; and (3) an updated Capital Improvement Plan for 2025; and

WHEREAS, City Council Policy No. CP-24-05 requires annual adjustment of the applicable Development Impact Fees and Capacity Charges in the Master Fee Schedule by applying the California Construction Cost Index (CCCI) to account for inflation, and, as a best practice, the District c onducts annual review of: (1) the Master Fee Schedule for Development Impact Fees and Capacity Charges; (2) the City Council Policy; and (3) the Capital Improvement Plan; and

WHEREAS, the Master Fee Schedule for Development Impact Fees and Capacity Charges (attached hereto as Exhibit A), in combination with updated City Council Policy No.

CP-25-01 (attached hereto as Exhibit B), and the Capital Improvement Plan for 2026

(attached hereto as Exhibit C), respectively outline the amounts of the proposed CCCI adjusted fees and charges, the minor u pdates to the implem entation guidelines recommended to achieve the City’s development encouragement strategy, and the projects to be funded by said fees and charges; and

WHEREAS , said Master Fee Schedule for Development Impact Fees and Capacity Charges, Council Policy No. CP-25-01, and the Capital Improvement Plan have been made available for public review with copies on file in the City Clerk/Board Secretary’s office and posted on the City/Board’s website; and

WHEREAS, in accordance with the Mitigation Fee Act, notice of a public hearing to be held on December 16, 2025, was published in the Valley Wide Newspaper on December 5, 2025 with a second notice thereof published on December 12, 2025; and

WHEREAS, the City Council, together with the District Board, held and conducted a public hearing on December 16, 2025, in accordance with the duly published public hearing notice, to review and consider the adoption of the Master Fee Schedule for Development Impact Fees and Capacity Charges, Coun cil Policy No. CP-25- 01, and the Capital Improvement Plan attached hereto; and

WHEREAS , by adopting this Resolution No. VWD-25-002, the District Board finds that: (1) the amount of Wate r System Capacity Charges does not exceed the estimated reasonable cost of the servic es and public improv ements/facilities for which such Water System Capacity Charges are being imposed; (2) the allocation of those costs are fair or reasonable in relationship to the burdens on, or benefits that those who pay a Water System Capacity Charge will receive from such services and fa cilities; and (3) the public improvements/facilities are of proportional benefit to person or property being charged; and

WHEREAS, adoption of those portions of the Master Fee Schedule for Water System Capacity Charges, Council Policy No. CP-25-01, and the Capital Improvement Plan relating thereto will establish the Wate r System Capacity Charge s that may be imposed by development type under the various Fee categories.

NOW, THEREFORE, THE BOARD OF DIRECTORS OF THE VICTORVILLE WATER DISTRICT DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. The recitals set forth above are true and correct and are incorporated into this Resolution by reference, together with any definitions and findings set forth therein.

SECTION 2. The District Board has reviewed and hereby approves and adopts the Water System Capacity Charges portion of the Master Fee Schedule for Development Impact Fees and Capacity Charges attached hereto as Exhibit A, Council Policy No. CP-25-01 attached hereto as Exhibit B, and the Water District related projects within the Capital Improvement Plan as listed in Exhibit C. Adoption of the Master Fee Schedule for Development Impact Fees and Capacity Charges will update fees and charges to be implemented in accordance

with guidelines found in the City Council Policy No. CP-25-01, including without limitation the Annual Cost Adjustment to such fees and charges as set forth in Section III of said policy.

SECTION 3. The District Board hereby reaffirms the Mitigation Fee Act findings previously made as set forth in Section 3 of Resolution No. VWD-22-005 and the recitals hereof with respect to the Water System Capacity Charges being adopted in the Master Fee Schedule attached hereto as Exhibit A as it relates to non-residential fees and year four of the originally adopted phased implementation of residential fees/charges.

SECTION 4. All resolutions or administrative actions by the District Board, or parts thereof that are inconsistent with any provision of this Resolution, including without limitation, VWD Resolution No. 22-007, are hereby superseded, but only to the extent of such inconsistency.

SECTION 5. The District Board finds that the California Environmental Quality Act (CEQA) does not apply to the adoption of this Resolution, pursuant to Sections 15061 and 15273 of the State CEQA Guidelines because: (1) to the extent that any of the Water System Capacity Charges set forth in the attached Exhibit A are actually imposed and collected, such fees or charges will be for the purposes of obtaining funds for capital projects necessary to maintain the current levels of service within existing service areas to serve new development; and (2) to the extent that any of the Water System Capacity Charges set forth in the attached Exhibit A are actually imposed and collected and used to f und new facilities, the construction of those facilities will not take place until there has been CEQA review of the development projects which will pay the fees, and the construction of each public facility will be subject to CEQA review. Therefore, it can be seen with certainty that the adoption of this Resolution establishing these fees will not have a significant effect on the environment.

SECTION 6. This Resolution shall take effect immediately upon its adoption. However, the updated Water System Capacity Charges in Exhibit A shall go into effect as of March 1, 2026, subject to the a pplicable provisions of City Council Policy No. CP-25-01 attached hereto as Exhibit B.

SECTION 7. The District Secretary shall certify to the passage and adoption of this Resolution; shall enter the same in the book of original Resolutions of the District; and shall make a minute of passage and adoption thereof in the records of the proceedings of the District, in the minutes of the meeting at which this Resolution is passed and adopted.

Exhibit A

Master Fee Schedule –
Development Impact Fees

CITY OF VICTORVILLE DEVELOPMENT IMPACT FEES

MASTER FEE SCHEDULE
Adopted 12/16/2025
Non-Residential
Effective 3/1/2026
Non-Residential

Exhibit B

City Council Policy
No. CP-25-01

City of Victorville
Council Policy

SUBJECT: Policy No. CP-25-01
(Superseding Policy No. CP-24-05)
Development Impact Fees and Capacity
Charges
Adopted: December 16, 2025
Effective Date: January 1, 2026

I. Purpose; Definitions

A. Purpose.

B. Definitions.

BNI Costbook: The Building News Industry (BNI) Public Works Costbook, latest edition.

Developer: The legal owner(s) of real pr operty in the City upon which a Development Project is proposed, or their authorized representative(s).

However, Fee Credits may only be issued to Developers who own the real property associated with the Fee Credits issued.

Development Impact Fees or DIF: The fees imposed on Development Projects pursuant to Victorville M unicipal Code Sectio n 16-5.01.080. For purposes of this Policy, DIF includes Capacity Charges.

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housing or structures, modular and/or mobile homes as defined by California State law and any other structure moved into the City.

DIF Master Fee Schedule: The schedule of Development Impact Fees and Capacity Charges applicable to Development Projects in the City most recently adopted by the Victorville City Council/VWD Board.

Improvement Project : Any and/or all of t he public facilities and infrastructure improvements listed in the City’s DIF Capital Improvement Plan.

VWD Board: The Board of Directors of the Victorville Water District (VWD), a subsidiary district of the City of Victorville.

II. DIF Master Fee Schedule; Annual Cost Adjustment

1 The CCCI is based on Engineering News Record Building Cost Index data specific to California.

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III. Fee Collection

IV. Determination of Applicable DIF and Capacity Charges

V. Exemptions

The following types of Development Projects shall be exempt from the requirement for payment of DIF and Capacity Charges:

A. Old Town. Projects located within t he Old Town Specific Plan geographical area.

Accessory Dwelling Units (ADUs) less than 750 sq. ft.

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VI. Credits Toward Applicable Fees; DIF Categories

Criteria establishing the eligibility for Fee Credits are specific to each DIF/Capacity Charge category and the Impr ovement Projects noted t herein as described in Subsections A through F below.

A. Park Land and Park Improvements

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B. Road, Traffic Signals, and Intersection Projects

1. The Improvement Project must be on one of the lists contained in the Roads, Traffic Signals, and Intersecti on Projects section of the City’s most recently adopted DIF Capital Improvement Plan.

(1) Arterial 26 feet
(2) Major Arterial 38 feet
(3) Super Arterial 60 feet

d. Road portions outside of the Cit y limits (located in an adjacent City or County unincorporated area) are not eligible for Fee Credits.

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C. Regional Drainage Facilities

D. Sewer Capacity Projects

1. To be eligible for Fee Credits, these types of Improvement Projects must appear on the Sewer Capacity Projects list contained in the City’s most recently adopted DIF Capital Improvement Plan.

2. The Improvement Project must incr ease the capacity of the City’s sewer system.

E. Water System Improvements

2. The Improvement Project must in crease the capacity of the City/Water District water system.

3. Improvement Projects can include replacing an existing water main with

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an increased diameter main or cons tructing a new water main. Water mains must be larger than 8 inches in diameter to be eligible for Fee Credits.

F. Demolished Buildings and Fixtures

VII. General Requirements for Fee Credits

If a Development Project is determined to be eligible for Fee Credits, the following general requirements shall apply:

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the VWD Board of Directors in the ca se of Fee Credits for Water System Improvements) must approve the agreement.

E. Fee Credits may be transferred by th e Developer to a different Development Project owned by the same Developer as described in Section IX, below.

F. For Construction of Eligible Improvement Projects:

1. The competitive biddi ng procedures specified in the City’s standard Fee Credit Agreement must be followed.

4. Improvement Projects shall be designed to City standards in accordance with improvement plans approved by the City Engineer.

5. After construction of the Improv ement Project is completed, the following must be submitted to the City Engineer:

6. The maximum Fee Credit amount cannot exceed a Developer’s actual cost to construct the eligible Impr ovements Project(s), as determined

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by the City Engineer based on the documentation submitted by the Developer.

VIII. Calculation of Fee Credits for Certain Improvement Projects

3. The minimum size drainage pipe required of development is 18” RCP, at a unit cost of $59 per LF, fo r a baseline estimated Drainage Improvement cost of $88,500.

4. Consequently, the estimated ma ximum amount of Fee Credits for Regional Drainage DIF available for Project X is $361,500.

5. If Project X is a residential develop ment comprised of 100 single family

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IX. Transfer of Fee Credits

2. Absent extenuating circumstances, all terms and conditions of the original Fee Credit Agreement and any prior amendments thereto will apply to any transferee.

P:\APPS\WPDATA\VVCA\0001-50 DIF FEE STUDY & RELATED ISSUES\DOC\996.22-DIF POLICY AMENDMENT - DRAFT CLEAN POST 12.03.25 CONV T LT.DOCX

2 Per the DIF Master Fee Schedule defined in Section I of this Policy, less the Administrative Fee portion.

Exhibit C

Capital Improvement Plan

Description Timeframe to Complete
Short-Term Estimated within 1-3 years
Mid-Term Estimated within 4-7 years
Long-Term Estimated withing 8-10 years

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Mid-Term The City's 2020- Park &
Rec Master Plan on page
89 established a need of
5-8 additional
multipurpose rectangular
fields for the City's
existing population.

Mid-Term The Park & Rec Master
Plan established the
need for (2) Pools/Water
elements located within
the City.

Parks & Recreation

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Eva Dell Dog Park $ 150,000 0 $ - $ 300,000.00 0% Existing Fund Balance;
Measure P
100% Quote based on
similar project.

Short-Term Park & Rec Master Plan
Recommendation
Trails Master Plan $ 50,000 0 $ - $ 50,000.00 0% Existing DIF Fund Balance
100% Quote based on
similar project.

Short-Term Park & Rec Master Plan
Recommendation
New Walking Loop $ 150,000 0 $ - $ 150,000.00 0% Existing DIF Fund Balance
100% Quote based on
similar project.

Short-Term Park & Rec Master Plan
Recommendation
Old Town Walking
Loop
$ 135,000 0 $ - $ 135,000.00 0% Existing DIF Fund Balance
100% Quote based on
similar project.

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Victorville City CouncilDecember 16, 2025

Victorville City Council
December 16, 2025