Attachment No. 2- Development Impact Fee Nexus Study.pdf — Fontana City Council, July 14, 2026 (part 1 of 2)

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DRAFT

DEVELOPMENT

IMPACT FEE JUSTIFICATION
STUDY

CITY OF

FONTANA
Report Date
:

May
26 ,
202
6 www.FinanceDTA.com
18201 Von Karman Avenue, Suite 220
Irvine, CA 92612

CITY OF

FONTANA

DRAFT

DEVELOPMENT IMPACT
FEE

STUDY UPDATE
Prepared for:

City of
Fontana
8353 Sierra Ave.

Fontana
, CA 9
2335
Attention:

Gia Kim

TABLE

OF CONTENT
S

SECTION
PAGE

EXECUTIVE SUMMARY
................................
...................
1 A
Organization of the Fee Study
................................
.........
1 B
DIF Summary
................................
................................
.......
2 INTRODUCTION
................................
..............................
4 LEGAL REQUIREMENTS TO JUSTIFY

DEVELOPMENT IMPACT FEES
................................
......
6 DEMOGRAPHICS
................................
...........................
11 A
Existing Residential Land Uses
................................
......
12 B
Existing Non
-
Residential Land Uses
.............................
13 C
Future Residential Land Uses (2044)
............................
14 D
Future Non
-
Residential Land Uses (2044)
..................
15 METHODOLOGY USED TO CALCULATE FEES
........
16 A
Standards
-
Based Fee Methodology
..............................
16 B
Plan
-
Based Fee Methodology
................................
........
16 C
Capacity
-
Based Fee Methodology
................................
16 D
Summary of Fee Methodology
................................
.......
17 E
Allocation of Benefit
................................
........................
18 CALCULATION OF FEES
................................
...............
21 A
Public Facilities
................................
................................
..
21 B
Police
................................
................................
...................
27 C
Fire DIFs
................................
................................
..............
33 D
Library DIFs
................................
................................
........
39 E
Parks and Recreation DIFs
................................
..............
45 F
Landscape Medians
................................
.........................
50 G
Local Arterials
................................
................................
....
57 H
Active Transportation Plan
................................
.............
64 I
Traffic Signals
................................
................................
....
71 J
Sewer DIFs
................................
................................
..........
78 K
Storm Drain Fees
................................
...............................
85 IMPLEMENTATION OF FEE SCHEDULE
....................
91 A
The Collection of DIFs
................................
.....................
91 B
The Assignment and Expenditure of Fee Revenue
...
92 C
Exemptions, Reductions, and Waivers
.........................
92 D
Developer Improvement Credits
................................
...
93 E
Existing Development Credit
................................
.........
93 F
Annual Reporting and Accounting of Fees.
................
93 G
Refunding Policy
................................
...............................
94 H
Annual Update of the CIP
................................
...............
95 I
Administration Costs of Fee Implementation
............
96 J
Indexing of Impact Fee Rates.
................................
........
96 K
Updating the Impact Fee Study
................................
.....
96 L
Administering an Impact Fee Program.
.......................
96 SUMMARY OF FEES
................................
.......................
98 APPENDICES

APPENDIX A

FEE DERIVATION WORKSHEETS

APPENDIX B

INVENTORY AND FACILITIES NEEDS
LIST

APPENDIX C

CITY OF FONTANA CAPITAL

IMPROVEMENT LIST

1 SECTION I

EXECUTIVE SUMMARY

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com

EXECUTIVE
S
UMMARY
In order to adequately plan for new development and identify the public facilities and costs associated with mitigating the direct and cumulative impacts of new development, DTA
Public Finance, Inc.
(“DTA”)
,
was retained by
the
City of
Fontana
, CA
(the “City”) to
update the existing impact fee program by preparing a new Assembly Bill (“
AB
”)
1600 fee
justification study (the “Fee Study”).

The previous
fee
justification s
tudy was completed
in
December
20 19
,
and the current fees are based on its findings
.

Th
e
categories of
Development Impact F
ee
s
(“DIFs” or “Fees”)
to be determined by this
Fee
Study
include
Public
Facilities
,
P
olice,
Fire,
Library,
Parks,
Landscape Maintenance, Local Arterials,
Active Transportation Plan
,
Traffic Signals
, Sewer, and Storm
Drain
at levels identified by
the various City departments as being necessary to meet the needs of new development.

The purpose of this Fee Study will be to establish a nexus between the anticipated development and
the City's public facilities needs
through
204
4 .

The Future Facilities and
associated construction costs are identified in the
Facilities Inventory and
Needs List,
which is included in
A
ppendix
B
of the Fee
S
tudy. A description of the methodology used
to calculate the fees is included in Section
V. The purpose of this
Fee Study
i
s
to ensure
that all new development is required to pay its “fair share” of the cost of new infrastructure through the development fee program.

A
Organization of
t
he
Fee Study
This Fee
Study
will be presented in the following
seven
sections:

Section I contains an Executive Summary and provides a brief introduction to the Fee Study
and includes an overview of the proposed
DIFs
.

Section II
is an Introduction that
includ
es
a brief description of City surroundings
and background information on
DIF
f
unding
.

Section III provides an overview of the legal requirements for implementing and imposing the
DIF
amounts identified in the Fee Study
and satisfies the nexus
requirements for each facility included as part of this Fee Study
.

Included is a
discussion of the findings
and
requirements necessary to be satisfied when
establishing, increasing
,
or imposing a fee as a condition of new development
.

Section IV includes a discussion of land use characteristics and demand variables
o
f
projected new development such as the number of housing units and the
number of
non
-
residential building square feet
,
assuming current growth trends
in
residential and non
-
residential
development
projected
through 20
4 4
.

Section V contains
a
description of the methodology used to determine the
Fees
for
Future Facilities
and presents the
fees for each of the land
use
types.
2 SECTION I

EXECUTIVE SUMMARY

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com

Section VI presents the calculation of the
Fees
for each land use
.

Section VII presents a summary of
the
Fees
.

This
Fee Study
also include
s
an
a
ppendix section presenting the calculations
and other
relevant material
used to determine the findings presented in this
Fee Study
, as noted
below
:

Appendix A
includes the calculations used to determine the various Fee levels.

Appendix
B
includes the
F
acilities
I
nventory
and Needs List
used to determine the
various
Fee
levels
.

B
DIF
S
ummary
Per the results of this
Fee
Study,
t
he
total fee amounts required to finance new
development’s share of
Future Facilities
are
identified in
Table ES
-
1 below.

Fees
presented in this Fee Study represent the maximum DIFs that may be imposed by the City under the statutory requirements of Government Code Section 66000 et. seq
.

R
esidential
fees are listed on a per
-
square
-
foot basis
.

Both
Residential
an
d
non
-
residential
fees are
listed
on a
per
-
square
-
foot
basis
.

Based
on the
findin
gs
in th
is
Fee Study, the following
recommendations are presented.

Table
ES
-
1:

DIF
Summary
Land Use
1 2
Public
Facilities
Police
Fire
Library
Parks
Landscape
Medians
Local
Arterials
Active
Trans.

Plan
Traffic
Signals
Sewer
Residential
$0.57
$0.55
$0.13
$0.04
$1.26
$0.07
$0.08
$0.22
$0.10
$0.36
Commercial
$0.42
$0.41
$0.10
$0.03
-
$0.39
$0.44
$1.17
$0.53
$0.18
Industrial
$0.12
$0.11
$0.03
$0.01
-
$0.13
$0.15
$0.39
$0.18
$0.12
Note
s
:

1. Residential fees
are for
single
-
family residences, multi
-
family residences,
and mobile homes and
are
per square foot
to
comply with California AB 602.

2. Non
-
Residential fees are per 1,000 square feet
.

The Storm Drain fees
presented in
Table ES
-
2 below
are calculated based on the amount
of
surface area
on a property.

S
urfaces
, such as buildings, driveways, patios, and parking
lots, are hard surfaces
that prevent rainwater from soaking into the ground, increas ing
stormwater runoff. This runoff needs to be managed to prevent flooding and protect water quality. In this analysis, storm drain fees are based on the number of
acres.

Table
ES
-
2 :

Proposed
Storm Drain
DIF
Summary
Land Use Category
Fee per Impervious Acre
Residential
$77,138
Commercial/Retail
$122,136
Industrial
$102,851
3 SECTION I

EXECUTIVE SUMMARY

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
The cost estimates for
facilities
used in this Fee Study are in 202
5 dollars. Therefore, DTA
further recommends that, after adoption, the above impact fees be reviewed annually
and include a provision for an annual inflationary adjustment based upon the California Construction Cost Index (“CCCI”). This construction cost index is based on the average
of the Building Cost Index (“BCI”) cost indices for Los Angeles, as produced by Engineering News
-
Record
(“ENR”).

4 SECTION II

INTRODUCTION

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com

INTRODUCTION
Located in the County of San Bernardino, about 50 miles east of Los Angeles, the City of Fontana (“the City”) and its Sphere of Influence (“SOI”) encompasses an area of
approximately 52 square miles and is currently home to an estimated population of over 21 4
,000 people.

I
t is
considered a
regional hub of the trucking industry, with the east
–
west Interstate 10 and State Route 210 crossing the city and Interstate 15 passing diagonally through its northwestern quadrant.

In order to adequately plan for new development and identify the public facilities and costs associated with mitigating the direct and cumulative impacts of new development, DTA
Public Finance, Inc. (“DTA”),
was retained by the City of Fontana, CA (the “City”) to update the existing impact fee program by preparing a new Assembly Bill (“AB”) 1600 fee justification study (the “Fee Study”). The previous fee justification study was completed in December 2019
,
and the current fees are based on its findings
. Th
e categories of
Development Impact Fee
s
(“DIFs” or “Fees”) to be determined by this Fee Study include Public Facilities, Police, Fire, Library, Parks, Landscape Maintenance, Local Arterials, Active Transportation Plan, Traffic Signals
, Sewer, and Storm Drain
at levels identified by
the various City departments as being necessary to meet the needs of new development.

The purpose of this Fee Study will be to establish a nexus between the anticipated development and
the City's public facilities needs
through
2044.

This Fee Study is intended to comply with Section 66000 et seq.
of the Government Code,
which was enacted by the State of California in 1987, by identifying additional public facilities required by new development (“Future Facilities”) and determining the level of fees that may be imposed to pay the costs of the Futur
e Facilities. The Future Facilities
and associated construction costs are identified in the Facilities Inventory and Needs List, which is included in
Appendix B
of the Fee Study. A description
of the methodology used
to calculate the fees is included in Section
V. The purpose of this Fee Study is to ensure
that all new development is required to pay its “fair share” of the cost of new infrastructure through the development fee program.

The purpose of this Fee Study
is
to ensure that all new development is required to pay its “fair share” of the cost of new infrastructure through the DIF
program
.

The Fees
generated in this Fee Study are one
-
time fees
, typically paid prior to the issuance of a
building permit,
imposed on development projects by local agencies
that regulate
land
use. The
se Fee
amounts
,
to be determined
,
will be
set
at levels identified as necessary to
meet the needs of new development through
204
4 .

F
ees are calculated to fund the cost of facilities
required
to
support
new development.

The steps followed in the Fee Study include:

1. Demographic Assumptions
:

Identify future growth that represents the increased
demand for
Future F
acilities
;
5 SECTION II

INTRODUCTION

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com

2. Facility Needs and Costs
:

Identify current
facilities inventory to
determine
Level
of Service
(
“
LOS
”
) requirements and d
etermine
the
Future Facilities
required to
support new development and the costs of such facilities ;

3. Cost Allocation
:

Allocate costs
of Future Facilities
on a
per
-
equivalent
-
dwelling
-
unit
or equivalent
-
benefit
-
unit
basis
; and

4. Fee Schedule
:

Calculate the
F
ee
amount
per
square foot
for residential
development,
and
the Fee amounts
per
thousand
square f
ee
t
for non
-
residential
development
.

6 SECTION I
II

LEGAL REQUIREMENTS TO JUSTIFY

DEVELOPMENT IMPACT FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com

LEGAL REQUIREMENTS TO

JUSTIFY

DEVELOPMENT IMPACT FEES
The City has identified the need to levy DIFs to pay for Public Facilities, Police, Fire, Library,
Parks, Landscape
Medians,
Local Arterials, Active Transportation Plan, Traffic Signals , Sewer,
and Storm Drain
.

The Fees will finance facilities on the Needs Lists at levels identified by the City as appropriate for new development. Upon the
City Council's adoption of the Fee Study
and the required legal documents
, all new development will be required to pay its “fair share” of the cost of facilities on the
Needs Lists through these Fees. The Fees are established pursuant to AB 1600, as described below.

Prior to World War II, development in California was held responsible for very little of the cost of public infrastructure. Public improvements were financed primarily through jurisdictional General Funds and utility charges. It was not uncommon during t his period for speculators to
subdivide tracts of land without providing any public improvements, expecting the closest city to eventually annex a project and provide public improvements and services.

However, starting in the late 1940s, the use of impact fees grew as
planning and regulation of
new development
increased
. During the 1960s and 1970s, the California Courts broadened the right of local
governments to impose fees on developers for public improvements not located
on project sites. More recently, with the passage of Proposition 13, limits on general revenues
for new infrastructure have resulted in new development being held responsible for a greater share of public improvements, and both the use of
impact fees and their levels
have grown
substantially. Higher fee levels were undoubtedly driven , in part, by the need to offset the
decline in funding
for infrastructure development from other sources.

The levy of impact fees is
an authorized method of financing the public facilities necessary to mitigate the impacts of new development, as it
provides funding to maintain an agency's
existing LOS for an increased service population. A fee is “a monetary exaction, other than a tax or special assessment, which is charged by a local agency to the applicant in connection with approval of a develop
ment project for the purpose of defraying all or a portion of the cost of public facilities related to the develop
ment project...” (California Government Code,
Section
66000). A fee may be levied for each type of capital improvement required for new development, with
payment due prior to the start
of construction of a dwelling unit or non
-
residential building (or prior to the expansion of existing buildings of these types). Fees are often levied at final map recordation,
at the issuance of a Certificate of Occupancy, or,
more
commonly, at
the issuance of a building permit
.

AB 1600, which created Section 66000
et. seq.
of the Government Code, was enacted by the
State of California in 1987. This Fee Study is intended to meet the Nexus
or
Benefit
Requirements
of AB 1600, which mandates
a nexus between the fees imposed, their use, and
the development projects on which they
are imposed.

7 SECTION I
II

LEGAL REQUIREMENTS TO JUSTIFY

DEVELOPMENT IMPACT FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
A
Government Code Section 66001
In 2006, Government Code Section 66001 was amended to clarify that a fee cannot include costs attributable to existing
deficiencies
but
may fund costs to maintain the existing LOS or to
meet an adopted LOS
consistent with the General Plan. Section 66000
et seq.
of the
Government Code requires all public agencies to satisfy the following requirements when establishing, increasing, or imposing a fee as a condition of new development:

1. Identify the purpose of the fee [Government Code Section 66001(a)(1)];

2. Identify the use to which the fee will be put [Government Code Section 66001(a)(2)];

3. Determine that there is a reasonable relationship between the fee’s use and the
type of
development on which the fee is to be imposed [Government Code Section 66001(a)(3)];

4. Determine how there is a reasonable relationship between the need for the public facility and
the
type of development project on which the fee is to be imposed [Government Code Section 66001(a)(4)]; and

5. Discuss how there is a reasonable relationship between the amount of the fee and the
cost of the public facility or portion of the public facility attributable to the development on which the fee is imposed.

The sections below present each of the five requirements listed above as they relate to imposing
the proposed fees.

A.1
Purpose of the Fee [Government Code Section 66001(A)(1)] New residential and non
-
residential development within the City will generate
additional residents and employees who will require additional public facilities. Land for these facilities will have to be acquired
,
and public facilities and equipment will
have to be expanded, constructed, or purchased to meet this increased demand.

This Fee Study has been prepared in response to the projected direct and cumulative
effects
of future development. Each new development will contribute to the need for new public facilities. Without future development, many of the new public facilities on the Needs Lists would not be necessary
,
as the existing facilities are
adequate for the City’s present population. In instances where facilities would be built regardless of new development, the costs of such facilities have been allocated to new and ex
isting development based on their respective level of benefit.

The proposed impact fee will be charged
on all future development in the City,
irrespective of location
. Even future “infill” development projects contribute to impacts on public facilities because they are an
integral part of a much larger
network of development
throughout the City. First, the property owners and/or the tenants associated with any new development in the City can be expected to place additional demands on City facilities funded by the fee. Second, these property owners and tenants are de
pendent on
, and, in fact, may not have chosen to utilize,
8 SECTION I
II

LEGAL REQUIREMENTS TO JUSTIFY

DEVELOPMENT IMPACT FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
their development, except for residential, retail, employment, and recreational opportunities located nearby on other existing and future developments . Third, the
availability of residents, employees, and customers throughout the City has a growth
-
inducing impact
,
without which some of the “infill” development would not occur. As a result, all development projects in the City contribute to cumulative
development impacts
.

The impact fees will be used for the acquisition, installation, and construction of public facilities identified on the Needs Lists and appropriate administrative costs to mitigate the direct and cumulative impacts of new development in the City.

A.2
The Use to Which the Fee is to be Put [Government Code
Section
66001(A)(2)]
The fee will be used for the acquisition, installation, and construction of the public facilities identified on the Needs Lists, included in Section IV of the Fee Study, and other appropriate costs to mitigate the direct and cumulative impacts of new devel
opment in the City. The fee will provide a source of revenue to the City to allow for the acquisition, installation, and construction of public facilities, which in turn will maintain the current standard of service, preserve the quality of life in the
Ci
ty,
and protect the health, safety, and welfare of the existing and future residents, visitors, and employees.

A.3
Determine That There is a Reasonable Relationship Between the Fee’s Use and the Type of Development Project Upon Which the Fee is Imposed (Benefit Relationship) [Government Code Section 66001(A)(3)] The reasonable relationship findings required by Government Cose section 66001 are satisfied by category
-
specific demand metrics selected to reflect how different forms of development consume public facility capacity. Depending on the fee category, the Fe
e Study allocates costs based on building area, dwelling -
unit
characteristics, service population, hotel rooms, utility meter size, wastewater connection demand, traffic demand, impervious area, or other measures reasonably correlated with facility impacts
, Although no single metric is appropriate for all
public facility systems, each metric used in this
Fee
Study is intended to serve as a
reasonable proxy for the burden the applicable type of development places on the corresponding facility category.

A.4
Determine How There is a Reasonable Relationship Between the Need for the Public Facility and the Type of Development Project Upon Which the Fee is Imposed (Impact Relationship) [Government Code Section 66001(A)(4)]
The reasonable relationship findings required by Government Code section 66001 are satisfied through category
-
specific demand metrics selected to reflect the
manner in which different forms of development consume public Facility capacity. 9 SECTION I
II

LEGAL REQUIREMENTS TO JUSTIFY

DEVELOPMENT IMPACT FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Depending on the fee category, the Fee Study allocates costs based on building area, dwelling
-
unit characteristics, service population, hotel room, utility meter size, wastewater connection demand, traffic demand, impervious area, or other measures reasona
bly correlated with facility impacts, Although no single metric is appropriate for all public facility systems, each metric used in this Fee
Study is intended to serve
as a reasonable proxy for the burden the applicable type of development places on the c
orresponding facility category.

A.5
The Relationship Between the Amount of the Fee and the Cost of the Public Facilities Attributable to the Development Upon Which the Fee is Imposed (“Rough Proportionality” Relationship) [Government Code Section 66001(A)]
The reasonable relationship findings required by Government Code section 66001 are satisfied through category
-
specific demand metrics that reflect how different
forms of development consume public facility capacity. Depending on the fee category, the Fee
Study allocates costs based on building area, dwelling
-
unit
characteristics, service population, hotel rooms, utility meter size, wastewater connection demand, traffic demand, impervious area, or other measures reasonably correlated with facility impacts.

Although no single metric is appropriate for all
public facility systems, each metric used in this
Fee
Study is intended to serve as a
reasonable proxy for the burden the applicable type of development places on the corresponding facility category.

B
AB 602
The impact fees included herein were circumscribed by the requirements of AB 602, which was approved by the California State Legislature and signed by Governor Newsom in 2021.

Among the significant impacts of AB 602 are the following:

On or after January 1, 2022, fee justification studies must identify the existing LOS for each public facility, identify the proposed new LOS, and (if the proposed new LOS is greater than
the
existing LOS) include an explanation of why the new LOS is necessary.

For housing development projects, Nexus Studies adopted after July 1, 2022, must calculate the amount of fees based on the square footage of proposed units of the development, unless the local agency demonstrates that another metric is more appropriate. T
he bill would require that a “local agency that calculated fees proportionally to the square footage of the proposed units be deemed to have used a valid method to establish a reasonable relationship between the fee charged and the burden posed by developm
ent.” This would also apply to multi
-
family
residences.

The bill also requires the Department of Housing and Community Development (“HCD”), on or before January 1, 2024, to create an impact fee Nexus Study template 10 SECTION I
II

LEGAL REQUIREMENTS TO JUSTIFY

DEVELOPMENT IMPACT FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
that may be used by local jurisdictions to calculate their fees. The bill requires the
template to include a method
to assess
the feasibility of building housing at
a
specified
fee level. The template must be completed by 2024. Local jurisdictions will have the option (it will not be required) to use the HCD template.

The bill authorizes any member of the public, including an applicant for a development project, to submit evidence that the city, county, or other local agency had failed to comply with the Mitigation Fee Act. The bill requires the legislative body of the
city, county, or other local agency to consider any
timely
-
submitted
evidence and to
authorize the legislative body to change or adjust the proposed fee or fee increase, as specified.

If a Nexus Study supports the increase of an existing fee, the local agency shall review the assumption of the Nexus Study supporting the original fee and evaluate the amount of the fees collected under the original fee.

Large jurisdictions (county population greater than 250,000) and cities within those counties must adopt a Capital Improvement Plan (“CIP”) as part of the Nexus Study.

Nexus Studies shall be updated at least every 8 years from the period beginning January 1, 2023.

Importantly, AB 602 does not apply to (i) water and sewer connection and capacity charges, (ii) school fees, and (iii) Mello
-
Roos or other taxes. These other fees, taxes, and charges are subject to their own statutory accountability measures. 11 SECTION IV

DEMOGRAPHICS

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com

DEMOGRAPHICS
To
determine the facilities needed to serve new development and
establish fee amounts to
fund such facilities, DTA
has researched and reviewed material
containing
information
on
future
land use
development within the City through
204
4 .

For the
purposes of this Fee
Study, DTA categorized developable residential land uses as single -
family, multi
-
family, and
mobile
-
home
residences.

Developable non
-
residential land uses within the City
are
categorized as
commercial and industrial zones
and
are summarized in det
ail in the
following
section.

Elements from the City’s
2015
-
2035
General Plan
Update
(the “General Plan”)
,
numbers from
the California Department of Finance,
US Census,
and total square footage generated by the
CoStar Real Estate
S
oftware
P
latform (“CoStar”) were used as estimates for the number of housing units and non
-
residential building square feet to be built within the City. The City’s land use decisions will also affect properties within its sphere of influence
(“
SOI
”)
. California
law requires that a General Plan “cover the territory within the boundaries of an adopted City
,
as well as any land outside its boundaries which in the planning agency's judgment
bears relation to its planning.”
In addition,
information from
the General Plan
and estimates produced by DTA
were
used
to project the additional land use
s resulting
from new
developments
. Notably, DTA
attempted to
use metrics (e.g., average household size, square footage) to standardize existing demographics against the
General Plan projections
.

Future residents and
employees will create additional demand for facilities that existing public facilities cannot adequately service.

To accommodate new development in an orderly manner while maintaining the current quality of life in the City, the facilities on the Inventory and Facility Needs List (presented throughout Section VI and in
Appendix B
), as reviewed and approved
by
City
staff
,
must
be constructed.

For
facilities
needed to mitigate demand from new development, facility costs have been allocated
solely to new development
. In those instances when it has been determined that
the new facilities will serve both existing and new development, facility costs have been allocated based on proportionate benefit
[
see
the
Equivalent Dwelling Unit
(“EDU”)
and
Equ
ivalent Benefit Unit (“EBU
”)
discussion
in Section V
]
.

In addition,
DTA has determined that utilizing a Persons Served population, comprised of
all residents and 50% of employees
, is common practice in quantifying the impact of a new development in a given service area, and this metric will be used in both residential and non
-
residential employee populations
and
calculations
throughout this
Fee Study
.

Table 1
presents
a summary of the land uses covered in this
F
ee
S
tudy. As
previously
indicated,
the
Fee Study
will
determine
the Fees for three (3) specific land
-
use
categories
:
residential
,
commercial
,
and industrial.

Notably, t
he table
below
illustrates
typical land uses
in each category and is not
a
comprehensive
list of
all the
City’s
potential
land uses
.
12 SECTION IV

DEMOGRAPHICS

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
A
Existing
Residential
Land Use
s
Demographic data
from the Nielsen Company (a leading information, measurement, and data analytics company), the California Department of Finance, and the US Census Bureau were used to estimate the existing number of housing units and the City's population .

Notably, DTA attempted to
use metrics (e.g., average household size, square footage) to standardize
existing demographics with DTA’s projections.

Table
1 :

Summary of Land Use Categories
Land Use Classification Fee
Study
Definition
Residential
Includes single
-
family detached homes and single
-
family attached homes.

Also
i
ncludes buildings with attached residential units
,
including apartments, town
homes, condominiums,
mobile homes,
and all other residential units not classified
as Single
-
Family
.

For purposes of determining the impact fees due, any "second unit" or "accessory dwelling unit" (as determined pursuant to Section 65852.2 of the Government Code) shall be considered a separate residential unit and shall be subject to this fee.

Commercial
Includes but is not limited to buildings used
for
the following:

Retail and commercial lodging;

Service
-
oriented business activities, wineries/vineyards, and car washes;

Department stores, discount stores, furniture/appliance outlets, home improvement centers;

Shopping Centers;

Entertainment centers;

Assisted Living, houses of worship;

Subregional and regional shopping centers;

Hotel. Motels, spas
,
and resorts; and

Grocery stores, storage facilities.

Business/professional office;

Medical/dental office;

Office
p
ark
, research park, business park; and

General office buildings
Industrial
Includes but is not limited to buildings used
for
the following:

Light manufacturing, warehouse/distribution, and logistics wholesaling;

Wholesale and warehouse retail;

Food processing;

Industrial park; and

Industrial/light industrial.

13 SECTION IV

DEMOGRAPHICS

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
According to the
California Department of Finance, the US Census Bureau, and the Nielsen Company, there are currently 214,223 residents in 58,993 single
-
family, multi
-
family, and
mobile home housing units in the City. The residential persons -
per
-
unit figure of

3. 70
was
also derived from
202
5 data published by the California Department of Finance. Notably, the

3.6 3
residents
-
per
-
unit estimate for the City included units
that are currently vacant. As
a result, this figure is lower than the California Department of Finance'
s

3. 63
residents
-
per
-
unit
figure, which includes only occupied housing units.

Table 2
, presented below,
summarizes the existing demographics for the City’s residential land uses.

Table
2 :

Estimated Existing Residential Development
1 Residential Land Use
Existing
Residents
Existing Housing Units
Residents per
Unit
Residential
214,223
58,993

3.63 Total
214,223
58,993

3.63 Note
:

1. Numbers may not sum due to rounding.

B
Existing
Non
-
Residential
Land Use
s
The existing
non
-
residential
square footage was compiled and estimated using the CoStar Real Estate Software
Platform.

In addition
,
t
he employees per square foot for non
-
residential land uses was based on information published in Nielsen Company Employment
Profiles
by NAICS Codes 202
5 .

The North American Industry Classification System (NAICS) is the standard used by Federal statistical agencies in classifying business establishments for the purpose of collecting, analyzing, and publishing statistical data related to the U.S. business eco
nomy
.

T
he number
of
non
-
residential
building square footage presented
below
in
Table
3 is
considered
“existing
non
-
residential
development”.

As
reflected
in
Table 3
below
,
the
City
has approximately
33,885,549
total square feet of
existing non
-
residential
development,
including approximately
13,
076,718
square feet of
commercial development
and
20,808,831
square feet of industrial development
.

Per
Nielsen
Company’s
Employment Profiles
(202
5 ), the City has
81,745
employees in these
non
-
residential sectors, specifically
45,590
commercial
and
36,155
industrial employees
.

T
hese numbers were based on existing employee
and square footage data, yielding
employees
-
per
-
thousand
-
square
-
foot factors (“EPSFs”)
of 2.75 for the commercial sector
and

0.75 for the industrial sector. These
EPSF
numbers are presented in detail in
Appendix
A
.

14 SECTION IV

DEMOGRAPHICS

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
3 :

Estimated Existing Non
-
Residential Development
Non
-
Residential Land Use
Existing
Employees
Persons
Served
Existing Building
Square Footage
Commercial
45,590
22,795
13,
882,988
Industrial
36,155
18,077
72,309,782
Total
81,745
40,873
86,192,770
C
Future
Residential
Land Uses (
204
4 )
Using
population projections
from
the
City’s 2015
-
2035 General Plan updated in September
2022
,
DTA determined that
the City is expected to grow by
20,462
residential units
by the
end of the
2 04
4 build
-
out period
in this
Fee
Study
.

The projected residential growth rates
by
the General Plan
were used over the build
-
out period to generate the number of future
housing units shown below.

As indicated in
Table 4
,
based on the assumed projected
growth rates, DTA determined that the City is expected to add 20,462
residential units by
the end of the
204
4 build
-
out period.

Table
4 :

Projected
Residential Development
over Build
-
O
ut Period
1 Residential Land Use
Future
Residents
Future Housing Units
Residents per
Unit
Residential
74,304
20,462

3.63 Total
74,304
20,462

3.63 Note
:

1. Numbers may not sum due to rounding.

To comply with
AB 602
, DTA worked with the City staff to determine the average square footage for both single
-
family and multi
-
family residences. Using building permit
information from
201
8 to
202
3 , DTA calculated that the combined average residential square foot unit was
1,951
square feet
across single
-
family and multi
-
family residences
.

B
ased on the
anticipated total future residential development of 20,462, the total area
amounts to 39,912,787 sq. ft.
, as shown in the table below
.

Table
5 :

Future Residential Development
Sq. Ft.

Category
Total
Total
Residential Units
20,462
Average Sq. Ft. per Unit
1 ,
951
Total Residential Sq. Ft.
39,912,787

15 SECTION IV

DEMOGRAPHICS

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
D
Fu
ture
Non
-
Residential
Land Uses (204
4 )
Using
employment
projections from
the
City’s General Plan
cited earlier
, DTA determined
that the City
’s
non
-
residential
sector
is
assumed
to grow
at
an average
annualized
growth
rate of

0. 49
%
.

Based on the
EPSF derived above, t
his translates to
approximately
27,492,779
square feet
of non
-
residential development
over the build
-
out period
.

This includes
approximately
6,893,730
square
feet of
c
ommercial
and
20,599,049
square feet of industrial
development
.

Table
6 :

Projected
Non
-
Residential
Development
over Build
-
O
ut Period
Non
-
Residential Land Use
Future
Employees
Persons
Served
Future Building
Square Feet
Commercial
11,546
5,773
6,893,730
Industrial
33,527
16,763
20,599,049
Total
45,072
22,536
27,492,779

16 SECTION V

METHODOLOGY USED TO

CALCULATE FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com

METHODOLOGY
USED
TO

CALCULAT
E
FEES
There are
several accepted
methodologies
for calculating fees, but they all rely on
determining the cost of needed improvements and assigning those costs equitably across various types of development.

In determining a reasonable nexus for each specific type of public facility, DTA utilized
the
methodologies
described below, depending upon the data
and information available from the City and its current infrastructure policies.

A
Standards
-
Based Fee Methodology
The methodology
for establishing
the
DIFs
is based on the existing
LOS
.

This
Standards
-
Based Methodology establishes a generic unit cost for capacity ,
which is then
applied to each land use
in accordance with
the existing LOS. The LOS is based on the
existing number of applicable units, such as square feet of building space , acres of land, or
residents per
facility
.

This standard is not based on cost but rather on a standard of service.

The Standards
-
Based Methodology ensures that City facilities are app
ropriately developed
and sized so that future residents and employees do not reduce LOS by unduly burdening
the infrastructure system,
which could lead
to decay and deterioration. This methodology
provides several advantages, including not needing to know the cost of a specific facility, how much capacity or service
the current system provides, or committing to a specific facility size
.

Although this methodology is not used to calculate the fees generated in this Fee Study, the description is provided
to
help the City
understands the various
methodologies available for calculating fees.

B
Plan
-
Based Fee Methodology
The methodology used to establish the
DIFs
outlined in this
Fee
Study for
Public Facilities,
Police, Fire,
Library,
Parks, Storm Drain, Landscape M
edians
, Local Arterials, Active
Transportation Plan, Traffic Signals
, Sewer and Storm Drain
is
based on
a “
p
lan,” such as a
Master Plan of Facilities, Capital Improvement Plan
,
or
General
Plan, which identifies a finite
set of improvements
to be implemented
. These
F
acility
P
lans generally identify a finite set
of facilities needed by the public agency and are de
veloped
based on assessments of facility
needs prepared by staff and/or outside
consultants and
adopted by the public agency’s
legislative body.

Using this
plan
-
based
approach, specific costs can be projected and
assigned to all
planned land uses, often with a
time
horizon that reflects projected new
development
.

Using population, units, and residential and non
-
residential square footage
,
it is possible to assign
a cost allocation
percentage
for both
new and existing development.

In preparing an impact fee analysis,
facility costs attributable to future development can
be
allocated to each land
-
use class in proportion to the demand generated by each developm
ent type
.

C
Capacity
-
Based Fee Methodology
Another method
of fee assessment
used
is based on the “capacity” of a service or system,
such as a water tank
,
a sewer plant
, or a storm drain.

This kind of fee is not dependent on
a particular land use plan (i.e., amount or intensity) but rather is based on a rate or cost per unit of capacity that can be applied to any type of development, as long as the system has 17 SECTION V

METHODOLOGY USED TO

CALCULATE FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
adequate capacity. This fee is useful when the costs of the facility or system are unknown at the outset
.

H
owever, it requires that the capacity used by a particular land
-
use type be
measurable or estimable and that the information
be available
. Capacity
-
based impact fees
are assessed based on the demand rate per unit.

Although this methodology is not used to
calculate any
fees
in this
Fee
Study, the description is provided so that the City understands the various methodologies available for calculating
fees.

D
Summary
of
Fee Methodology
In this Fee Study
, the Plan
-
based methodology is used to generate the
fees
for
Public
Facilities, Police, Fire,
Library,
Parks
and Recreation
,
Landscape Maintenance, Local Arterials,
Active Transportation Plan, and Traffic Signals
, Sewer, and Storm Drain
.

This is summarized
in
Table
7 below.

Table
7 :

Fee Methodology (by Fee Category Type)
Fee Category
Methodology
Basis of Methodology
Public Facilities
Plan
-
Based
Needs List
Police
Needs List
Fire
Needs List
Library
Needs List
Parks and Recreation
Needs List
Landscape Medians
Needs List
Local Arterials
Needs List
Active Transportation
Needs List
Traffic Signals
Needs List
Sewer
Needs List
Storm Drain
Needs List
For
Fee calculat
ions
using the
Plan
-
Based approach, t
he City has provided DTA with
the list
of Future Facilities to be included in the Fee Study (the “Needs List”). For the purposes of the City’s
D
IF program, the Needs List is intended to be the official public document identifying the facilities eligible
for financing
, in whole or in part, through the
imposition
of
a
D
IF on new development within the City. The Needs List is organized by facility element (or type) and includes cost information, as outlined in Table
8 below.

18 SECTION V

METHODOLOGY USED TO

CALCULATE FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
8 :

Description of Needs List
Cost Section
s
Column Title
Contents
Source
Total Cost for Facility
The total estimated facility cost
,
including engineering,
design, construction, land acquisition, and equipment (as applicable)
.

City
Offsetting Revenues
to New and Existing
Development
Share of total offsetting revenues allocated to new and existing development
.

City
Net Cost to City
The difference between the total cost and the offsetting revenues (column 1 plus column 2)
.

Calculated by
DTA
Percent of Cost
Allocated to New
Development
Net cost
is allocated
to new development based on
its
share of
facilities
.

Calculated by
DTA
and the
City
Net Cost Allocated to
New Development
The net cost to
the
City
is
multiplied by the percentage cost
allocated to new development
.

Calculated by
DTA
Policy Background or
Objective
Identifies
the
policy source or rationale for facility need
.

City
General
Plan
,
CIP, City Staff
The facilities included on the Needs List
for each
Fee
(presented in
Appendix B
) are provided
by the City and reflect either the Cit
y’s goals of maintaining and improving a specific area, or they are part of a more formal policy document, such as a General Plan, Master Plan,
Capital Improvement Plan, or other official policy or document ,
etc. Specific estimated
facility costs are provided by the City and used as a basis for determining the allocation of revenues between new and existing development.

DTA surveyed City staff and
comparable
developments to determine the required facili
ties to serve new development,
as a starting
point for its fee calculations.

E
Allocation of Benefit
E.1
EDUs
and
EBUs
The methodologies employed in this Fee Study use EDUs and EBUs to identify and
quantify the benefits of certain facilities and to ensure that an equitable portion of
the total facilities costs
is
allocated to future growth, based on the proportion of need generated by that growth. Specifically, EDUs are generated in the demographic portion of this Fee Study and are used to generate the land use calculations. EDUs are a means of quantifying differ
ent land uses
by their equivalence to a residential
dwelling
unit, with equivalence measured by the
potential infrastructure use or
benefit for each type of public facility. In this
Fee
Study, EDUs are used as
the basis
for allocating
Public
Facilities
,
Police
, Fire,
Library
, Parks
and Sewer
.

In contrast, for
Landscape Medians, Local Arterial Streets, Active
Transportation
,
Traffic Signals and
Storm Drain,
EBUs are used to allocate costs to future growth and to generate fees.

This
is explained further in this section and in detail in
Appendix
A
.
19 SECTION V

METHODOLOGY USED TO

CALCULATE FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
9 :

Basis of Allocation
(by Fee Category Type)
Fee Category
Basis of Allocation of Benefit
(EBU Factor)
Public
Facilities
Persons Served
Police
Persons Served
Fire
Persons Served
Parks
Persons Served
Landscape Medians
Average Daily Trips
(“ADTs”)
Local Arterials
ADTs
Active Transportation
ADTs
Traffic Signals
ADTs
Sewer
Sewer Generation Rates
(
Gallons per Day
)
Storm Drain
Stormwater
Acres
E.2
Persons Served
For many of the facilities considered in this Fee Study, service population (or Persons
Served) will be used to allocate benefits among fee categories.

For
the purposes
of
this Fee Study, the
Persons Served
calculations are based on the number of residents
per dwelling unit (i.e., persons per household)
and
the
number of
employees
per
1,000
sq. ft.
generated by each land use class.

Based on years of performing a variety
of fiscal and economic impact studies and with experience in a variety of both public and private sectors, DTA has determined that utilizing a s ervice population, or
Persons Served population, comprised of all residents and 50% of employees ,
is
a
common fiscal practice in quantifying the impact of a new development in each service area.

This number suggests that a resident generally has twice the fiscal impact of an employee.

E.3
ADTs
Landscape Medians, Local Arterial Streets, Active
Transportation
and Traffic Signal
Fees
were calculated for each of the
three
(
3 ) land use categories based on the
number of ADTs generated by each land use. ADTs are published by the Institute of Transportation Engineers (“ITE”) Publication Trips Generation, 1 1 th
Edition. The ADT
generation rates are per dwelling unit (for residential units), per 1,000
square feet of
building area
for
each category of
non
-
residential
development, and per room for
hotels. Per the ITE, a trip or trip end is a single
, one
-
directional person or vehicle
movement in which either the origin or the destina
tion
is entered or exited
inside a
study site. In technical terms, a trip has an origin and a destination at its respective ends (known as trip ends). Each trip end is part of a trip. For trip site generation, the focus is
on the trips entering and exiting
a single site. Specifically, ADTs are the total
number of trips, both inbound and outbound, within a 24 -
hour weekday period,
generated by a particular use or
development
.
20 SECTION V

METHODOLOGY USED TO

CALCULATE FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
E.4
Stormwater Runoff Coefficients
The methodology used to allocate drainage costs to future development is relative runoff contribution. Storm Drain Fees were calculated for each of the three (3) land use categories based on the runoff rates, measured in terms of the relative contribution of
runoff (i.e., the EBU factor
-
see Section V) generated by each land use. Specifically, the reasonable relationship used to allocate storm drain costs between existing, converted use, and future development is relative runoff contribution. The Ration al Method of
computing runoff rates was used in the form of Q = C x I x A, where “Q” is equal to runoff volume, “C” is the ratio of area to total area studied, “I” is rainfall intensity, and “A” is Area, in acres of the
Fee S
tudy area. A runoff factor, “C” of 1.00, indicates a total site, where
every drop of rain would find its way to the public streets as runoff. However, it can be shown that only the relative contribution of runoff needs to be considered when computing a unit of runoff (Q/A), where only
the runoff factor and acreage are
considered
. This is the assumption used in this calculation.

Finally, a
summary of the EDUs/EBUs
applied in the Fee Study is presented in the table
below.

Table
10 :

EDUs/
EBUs
Facility Type

EBU/EDU

EBU/EDU
Existing
Projected
Total
Public Facilities
Persons Served
EDU
71,717
25,200
96,917
Police
Persons Served
EDU
71,717
25,200
96,917
Fire
Persons Served
EDU
71,717
25,200
96,917
Library
Persons Served
EDU
58,993
20,462
79,455
Parks
Persons Served
EDU
910,344
324,853
1,235,197
Landscape Medians
ADTs
EBU
910,344
324,853
1,235,197
Local Arterials
ADTs
EBU
910,344
324,853
1,235,197
Active Trans.

ADTs
EBU
71,979
25,200
96,917
Traffic Signals
ADTs
EBU
71,919
25,200
96,917
Sewer
1 Sewer
Generation Rates
(Gallons per Day)
E
B
U
71,919
25,200
96,917
Storm Drain
1 Stormwater
Acres
EBU
58,993
20,462
79,455
Note
:

1. Sewer usage rates per gallon and storm drains used runoff coefficients to determine fee calculations, so this methodology dif fers
from the projected EDU/EBUs presented in the other categories.

The following sections present the
reasonable relationship of benefit, impact, and
proportionality tests for each fee element (i.e.,
Public
F
acilities,
Police
,
Fire, Library
Parks
,
Landscape Medians, Local Arterials, Active Transportation, Traffic Signal ,
Sewer, and Storm Drain)
a
s well as
the
analysis undertaken to apportion costs for
each type of facility. More detailed fee calculation worksheets for each facility type
are included in
Appendix
A
.
21 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com

CALCULATION
OF
FEES
A
Public
Fac
i
l
i
ties
A.1
Public
Facilities (Nexus Requirement AB 1600)
The
Public
Facilities
element includes the facilities necessary to provide basic governmental services and public facilities maintenance services ,
exclusive
of public
safety, throughout the City.

The fees collected from the new development will be
used exclusively for
Public Facilities
purposes. All new development within the City
contributes to the direct and cumulative impacts of development on Public Facilities
and creates the need for new facilities to accommodate growth. Thus, a reasonable relationship exists between the need for
public
facilities and
the impact of residential
and non
-
residential
development.

Table
1 1
below illustrates how the
Public
Facilities
Fee will meet the requirements of AB 1600 regarding the use of the Fee, the
types of development funded o
r partially funded by Fee revenue, the reasonable
relationship to the need for the facilities, and the
proportionality requirements.

The
proposed DIF discussed in this section, if adopted, would be imposed, collected, and spent on the acquisition of land, construction of new public buildings, and expansion of existing City facilities to accommodate new growth.

Table
1 1
below illustrates how the
Public
Facilities Fee will meet the requirements of
AB 1600
regarding
the use of the fee, the types of development funded or partially funded by fee revenue, the reasonable relationship to the need for facilities, and the proportionality requirements.

22 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
11 :

Public
Facilities Element
AB 1600 Code
Section
Description
Justification
66001(a)(1)
Identify the purpose of the Fee.

Provide a revenue source that will provide funds to
construct general facilities that will mitigate the
impacts of new residential and non
-
residential
development
on
the City’s general
public
facilities.
66001(a)(2)
Identify the use to which the Fee
is to be put.

Construction and replacement of new
city hall
buildings, supporting
general
facilities,
public works
office,
libraries,
garage
facilitie
s
, vehicles, equipment
,
and parking facilities.
66001(a)(3)
Demonstrate how there is a
reasonable relationship between
the Fee’s use and
the
type of
development project on which
the Fee is imposed.

New residential and non
-
residential development in
the City will generate additional residents and
employees, thus increasing the need for general
facilities and
services. The equipment, vehicles,
buildings
,
and parking facilities
used to provide these
services will have to be expanded, constructed, or
purchased to meet this increased demand and
maintain the current
LOS
to the City.
66001(a)(4)
Demonstrate how there is a
reasonable relationship between
the need for the public facilities
and
the
type of development
project on which the Fee is
imposed.

The additional residents and employees from the new
development will
impact
the
demand for general
administration facilities.

N
ew city hall buildings,
supporting government
administrative facilities, public
works offices, libraries, garage facilities, vehicles,
equipment, and parking facilities are needed to
mitigate the impacts of
additional residents and
employees. If additional general facilities are not
constructed,
general services for
City residents and
employees
will suffer.
66001(b)
Demonstrate a reasonable
relationship between the amount
of the Fee and
the
cost of the
public facility.

The general
f
acilities
f
ee is based on the cost
of
providing new city hall buildings, supporting
government administration facilities, the
public works
office, libraries, garage facilities
, equipment, vehicles,
field operations buildings, and parking facilities. The fee is based on the cost
of providing
new materials at
the same levels as provided to existing residents.

For
Public
Facilities, the City has provided DTA with the list of Future Facilities to be included in the Fee Study (the “Needs List”). Please refer to Section V for details on the Needs List.

Table
1 2
below
summarizes
the Needs List. The facilities presented
below are based on estimates provided by the City.
23 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
12 : Public
Facilities
Costs
Public
Facilities
Facility Cost
Corporate Yard Expansion (Three phases of expansion)
$30,000,000
Proposed Parking Structure (Omni
Trans
-
1,500 spaces)
$70,000,000
City Hall Construction (Phase II)
$10,000,000
Public
Facilities Subtotal
$110,000,000
Offsetting Revenues
$1,915,624
Public
Facilities Total
$108,084,376
A.1
Offsetting Revenues
In calculating
DIFs
, it is important to consider any offsetting revenue in the Public
Facilities
calculation total, as any existing account balance or other offsetting funds must be subtracted from the cost total.

Currently,
$1,915,624 is in the Public Facilities
account and
must be subtracted as offsetting revenue.

A.2
LOS
As stated earlier in Section III, in September of 2021
, the Governor of California
signed AB
602,
which provides new statewide requirements for local jurisdictions seeking to impose
DIFs
on development projects. Among these new requirements
is that
, when applicable, a
Nexus
study shall identify the existing
LOS
for each public
facility, identify the proposed new
LOS
, and explain
why the new
LOS
is necessary.

This section looks at the
LOS
for
Public
facilities to ensure that there will be sufficient
system
-
wide capacity to
accommodate new development
The list of projects to be built by the City details the planned facilities necessary to provide required services to the City
and outlines the criteria for designing a system
to serve both existing and future development. Notably, the future facilities have been identified by the City (
in its Capital Improvement Plan) as necessary to serve
both new and existing development; therefore, any increase in the LOS
beyond the
current level would be required to meet the City
-
approved plan
.

A.3
Calculation Methodology
The
proposed
Public
Facilities
projects
are to
meet the needs of both existing and
future residents and employees.

To determine the
Public Facilities
Fees, DTA
calculated the
EDUs through
204
4 based on the anticipated residential and
non
-
residential growth in the City.

Total current EDUs
across all land uses were
77,717, with
22,781
projected EDUs. These calculations are presented in detail in Appendix
A
.

T
he costs of these facilities have been allocated between existing and new
development based on their respective percentages
of buil
d
-
out E
D
Us.

As illustrated
in
Table
1 3
below
,

73.99 %
of the costs will be allocated to existing development
,
and

26.01 % to new development.

Based on this allocation between new and existing
24 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
development,
$
28,103,305
of
the planned
public
facilities costs would be
funded
by
the Fee imposed on
new development.

The remaining
$
79,981,071
must be funded
through other sources to be determined by the City
Table
13 :

Public
Facilities Cost Allocation Summary
1 Development Type
EDUs
Percentage
Allocated
Facility Cost Allocated
Existing Development
71,717

73.99 %
$
79,981,071
New Development
25,200

26.01 %
$
28,103,305
Total
96,917
100.00%
$108,084,376
Note
:

1. Some figures may not sum due to rounding.

Table
1 4
, presented below, summarizes the EDU,
calculated
as the cost of new
development ($
28,103,305
) divided
by the projected
25,200
EDUs
.

When accounting
for the anticipated
growth
from new development, the cost per
EDU
totals $
1,
115
as
shown in the table below.

This cost was then applied to the various land uses and their respective total
development
to determine the proposed Fee
.

Table
14 :

Public Facilities
Cost per EDU
1 Public
Facilities Costs
Total
Cost Allocated to New Development
$
28,103,305
Projected
EDUs (New Development)
25,200
Cost per E
D
U
$
1,
115
Note
:

1. Some figures may not sum due to rounding.

A.4
Public Facilities
Fee Calculation
As
discussed in Section III, per the directive of AB 602,
for housing development
projects, nexus studies adopted after July 1, 2022, will no longer be on a per
-
unit
basis, but will be calculated based on
the
square footage
of proposed units of the
development, unless the local agency demonstrates that
another metric is more
appropriate
.

T
he residential Fee per
S
q.

F
t. was determined by
multiplying the cost per EDU
($1,
115
)
by the total number of residential EDUs (
25,200
), resulting in
a
total amount
funded from residential property of $
28,103,305
. This result was then divided by the
total
projected
residential square
footage (39,912,787)
, yielding
a
per
-
square
-
foot fee
of $

0. 5
7 . Details of this calculation are shown in the table below
.

25 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
15 :

Residential Public Facilities Costs Financed by Fees
Summary
1 Land Type
EDUs per
Unit
Number of Projected Units
Conversion
Formula
Total EDUs
Residential

1.00 20,462
20,462
Total Residential
20,462
a
20,462
Total cost per EDU
b
$1,
115
Total Fees
c = a * b
$
22,819,869
Total Residential Sq. Ft.
d
39,912,787
Total cost per Residential Sq. Ft.
e = c/d
$0.
5 7
Note
:

1. Some figures may not sum due to rounding.

Similarly, the Non
-
Residential Fee per 1,000
sq. ft
. was
calculated by multiplying the
per
-
EDU cost
of $
1,
115
by the total number of non
-
residential EDUs applicable
to
each land use type.

Table
1 6
, shown below, summarizes the Fee amounts per 1,000
sq. ft
. and the total cost financed by Fees imposed on non
-
residential land uses.

Table
16 : Non
-
Residential Public Facilities Costs Financed by Fees Summary 1 Land Type
EDUs per 1,000 Non
-
Res. Sq. Ft.

Fee per 1,000 Non
-
Res Sq. Ft.

Rooms
/
Non
-
Res. Sq. Ft.

Costs Financed by
Fees

a
b = ax
c
[e] = ([c]
/
1,000) x [b]
Commercial

0.38 $
4 22
6,893,730
$
2,911,093
Industrial

0.10 $
11 5
20,599,049
$
2,373,343
Total Costs
$
5,283,436
A.5
Proposed
Fees
A summary of the proposed
Public Facilities
Fee
calculation
is presented in
Table
1 7
below. The Fees recommended
in this Fee Study reflect the maximum justifiable Fee
level that the City may impose on new residential and non -
residential development
under the statutory requirements of Government Code Section 66000 et seq
.

Table
17 : Public Facilities
C
osts
Financed by Fee
Summary per Land Use Category
Land Type
Residential
/
Non
-
Residential
Fee
per 1,000 SF /Room
Number of Projected
Res SF
/
Non
-
Res
SF
/
Rooms
Costs Financed by
Fees
Residential
$0.5
7 39,912,787
$
22,819,869
Commercial Retail
$
422
$
6,893,730
$
2,911,093
Industrial
$11
5 $
20,599,049
$
2,373,343
Total
$
28,103,305
City Publi
c
Facilities DIFs for
both
residential
and non
-
residential
development
(using a per
square foot
metric) are summarized in
Table
1 8
below
.
26 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
18 :

Public
Facilities
DIF
Summary
(Maximum Supportable Fees)
Land Use
Fees
Residential (per Sq. Ft.)
$0.5
7 Commercial (per Sq. Ft.)
$0.4
2 Industrial (per Sq. Ft.)
$0.1
2 A.6
DIF
Annual
Cost Escalation Recommendations
The fees recommended within this Fee Study reflect the maximum justifiable fee level that may be imposed on
new
development
under the statutory requirements
of Government Code Section 66000
et. seq
.

As the DIFs proposed in this Fee Study
are based on Facilities costs in 202
5 dollars, it is appropriate for the City to apply an
annual escalator to these fee levels to account for inflation in acquisition and construction costs. DTA further recommends that, after adoption, the above impact fees be reviewed
an
nually and include a provision for an
adjustment based on the
current CCCI. This construction cost index is based upon the BCI cost index
average
for Los Angeles as produced by ENR.

27 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
B
Police
B.1
Police
Facilities (Nexus Requirement AB 1600)
The
Police
Fac
i
l
i
ties
element includes those facilities used by the City Police Department to maintain police services
.

Th
e
fees collected from
the new
development will be used exclusively for Police Department purposes .

All new
development within the City contributes to the direct and cumulative impacts of development on Police Department facilities and creates the need for new facilities to accommodate growth
.

The facilities, equipment, and vehicles used to provide these services will have to be purchased
or replaced to meet this increased demand
.

Thus, a reasonable relationship exists between the need for Police
Facilities and
the
impact of residential and non
-
residential
development
.

Table
19 below illustrates how the police fee will meet the requirements of AB 1600 regarding the use of the fee, the types of development funded or partially funded by fee revenue, the reasonable relationship to the need for facilities, and the proportionality requirements.

28 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
19 :

Police
Facilities Element
AB 1600 Code
Section
Description
Justification
66001(a)(1)
Identify the purpose of the Fee.

Provide a revenue source that will provide funds to
acquire vehicles, property
, and equipment, and
additional facilities that will mitigate the impacts of new residential and non
-
residential
development
on
the City’s Police facilities.
66001(a)(2)
Identify the use to which the Fee
is to be put.

Acquisition of additional
p
olice headquarters,
police
vehicles, property
,
and equipment.
66001(a)(3)
Demonstrate how there is a
reasonable relationship between
the Fee’s use and
the
type of
development project on which
the Fee is imposed.

New residential and non
-
residential development in
the City will generate additional residents and
employees, thus increasing the need for trained
police personnel.

Buildings, v
ehicles, property
,
and
equipment used to provide these services will have to
be purchased to meet this increased demand and
maintain the same
LOS
as
the City.
66001(a)(4)
Demonstrate how there is a
reasonable relationship between
the need for the public facilities
and
the
type of development
project on which the Fee is
imposed.

The additional residents and employees from
the
new development will
impact on
the demand for
police vehicles, property,
and equipment. New
Police
headquarters,
vehicles
,
and equipment are needed to
mitigate the
impact
of the additional residents and
employees. If additional
buildings,
vehicles
,
and
equipment are not acquired, then overall public
safety in the City will suffer.
66001(b)
Demonstrate a reasonable
relationship between the
amount of the Fee and
the
cost
of the public facility.

The police fee is based on the cost
of providing new
buildings, vehicles, property,
equipment, and
additional facilities. The fee is based on the cost
of
providing
new materials at the same levels as
provided to existing residents.

For Police
Facilities, the City has provided DTA with the list of Future Facilities to be included in the Fee Study (the “Needs List”). Please refer to Section V for details on the Needs List.

Table
2 0
below
summarizes
the Needs List. The facilities presented
below are based on estimates provided by the City.

29 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
20 :

Police
Facilities
Costs
Police Facilities
Facility Cost
Police Department
-
12,000 sq ft. with furniture and fixtures ($3,300/sq ft) $40,000,000
Police Department Secure Parking Structure
$40,000,000
Police Sub Station
-
North end of town, 2,000 sq ft
$5,000,000
Police Hangar for Helicopter storage
$6,000,00
0 Command Post 50 ft motor home, increase the size
$650,000
Police Black & White Vehicles
-
Fleet increase 1 vehicle per 3 officers (30
officers)
$1,000,000
Armored Vehicle
$400,000
Helicopter (need; the existing one doesn't work)
$5,000,000
Motorcycles ($45,000 each x 10)
$450,000
Police Substation (Metrolink)
$10,000,000
Police Facilities Subtotal
$108,500,000
Offsetting Revenues
$4,079,433
Police
Facilities Total
$104,420,567
B.2
Offse
tting Revenues
In calculating
DIFs
, it is important to consider any offsetting revenue in the Police
Facilities
calculation total, as any existing account balance or other offsetting funds must be subtracted from the cost total.

Currently,
$4,079,433 is in the Police Facilities
account and
must be subtracted as offsetting revenue.

B.3
LOS
As stated earlier in Section III, in September of 2021
, the Governor of California
signed AB
602,
which provides new statewide requirements for local jurisdictions seeking to impose
DIFs
on development projects. Among these new requirements
is that
, when applicable, a Nexus study shall identify the existing LOS
for each public
facility, identify the proposed new
LOS
, and explain
why the new
LOS
is necessary.

This section looks at the
LOS
for
Police
facilities to ensure that there will be sufficient
system
-
wide capacity to
accommodate new development
The list of projects to be built by the City details the planned facilities necessary to provide
the
required
Police
services
and outlines the criteria for designing a system
to serve both existing and future development. Notably, the future facilities have been identified by the City (
in its Capital Improvement Plan) as necessary to serve
both new and existing development; therefore, any increase in the LOS
beyond the
current level would be required to meet the City
-
approved plan
.

B.4
Calculation Methodology
The
proposed
Police
Facilities projects
are to
meet the needs of both existing and
future residents and employees.

To determine the
Police
Fees, DTA calculated the
30 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
EDUs through
204
4 based on the anticipated residential and non
-
residential growth
in the City
.

Total current EDUs
across all land uses were
71,717, with
28,974
projected
EDUs. These calculations are presented in detail in
Appendix A
.

T
he costs of these facilities have been allocated between existing and new
development based on their respective percentages
of buil
d
-
out E
D
Us.

As illustrated
in
Table
2 1
below
,

73.99 %
of the costs will be allocated to existing development
,
and

26.01 % to new development.

Based on this allocation between new and existing
development,
$
27,150,668
of
the planned
Police
facilities costs would be
funded
by
the Fee imposed on
new development.

The remaining
$
77,269,899
must be funded
through other sources to be
determined by the City
Table
21 :

Police
Cost Allocation Summary
1 Development Type
EDUs
2 Percentage
Allocated
Facility Cost Allocated
Existing Development
71,717

73.99 %
$
77,269,899
New Development
25,200

26.01 %
$
27,150,668
Total
96,917
100.00%
$104,420,567
Note
:

1. Some figures may not sum due to rounding.

Table
2 2
, presented below, summarizes the EDU, calculated as the cost of new development ($
27,150,668
) divided by the projected
25,200
EDUs
. When accounting
for
anticipated growth from new development, the cost per EDU is $1,077, as shown
in the table below.

This cost was then applied to the various land uses and their respective total development to determine the proposed Fee.

Table
22 :

Police
Cost per EDU
1 Proposed
Police
Facilities Costs
Total
Cost Allocated to New Development
$
27,150,668
Projected
EDUs (New Development)
25,200
Cost per E
D
U
$
1,0
7 7
Note
:

1. Some figures may not sum due to rounding.

B.5
Police
Fee Calculation
As
discussed in Section III, per the directive of AB 602,
for housing development
projects, nexus studies adopted after July 1, 2022, will no longer be on a per
-
unit
basis, but will be calculated based on
the
square footage
of proposed units of the
development, unless the local agency demonstrates that
another metric is more
appropriate
.

T
he residential Fee per
S
q.

F
t. was determined by
multiplying the cost per EDU
31 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
($1,0
7 7)
by the total number of residential EDUs (
20,462
), resulting in
a
total amount
funded from residential property of $
22,046,328
. This result was then divided by the
total
projected
residential square
footage (39,912,787)
, yielding
a
per
-
square
-
foot fee
of $

0. 5
5 . Details of this calculation are shown in the table below
.

Table
23 :

Police
Facilities Costs Financed by Fees Summary
1 Land Type
EDUs per Unit
Number of Projected
Units
Conversion
Formula
T
o
tal EDUs
Residential

1.00 20,462
20,462
Total Residential
20,462
a
20,462
Total cost per EDU
b
$1,
0 7
7 Total Fees
c = a * b
$
22,046,328
Total Residential Sq. Ft.
d
39,912,787
Total cost per Residential Sq. Ft.
e = c/d
$0.
5 5
Note
:

1. Some figures may not sum due to rounding.

Similarly, the Non
-
Residential Fee per 1,000
sq. ft
. was
calculated by multiplying the
per
-
EDU cost
of $
1,
0 7
7 by the total number of non
-
residential EDUs applicable
to
each land use type.

Table
24 , shown below, summarizes the Fee amounts per 1,000
sq. ft
. and the total cost financed by Fees imposed on non
-
residential land uses.

Table
24 : Non
-
Residential
Police
Facilities Costs Financed by Fees Summary
1 Land Type
EDUs per 1,000 Non
-
Res. Sq. Ft.

Fee per 1,000 Non
-
Res Sq. Ft.

Rooms
/
Non
-
Res. Sq. Ft.

Costs Financed by
Fees

a
b = ax
c
[e] = ([c]
/
1,000) x [b]
Commercial

0.38 $
408
6,893,730
$
2,812,414
Industrial

0.10 $107
20,599,049
$
2,291,926
Total Costs
$
5,104,340
B.6
Proposed
Fees
A summary of the proposed
Public Facilities
Fee
calculation
is presented in
Table
2 5
below. The Fees recommended
in this Fee Study reflect the maximum justifiable Fee
level that the City may impose on new residential and non -
residential development
,
subject to
the statutory requirements of Government Code Section 66000 et seq
.

Table
25 :

Police
Facilities Costs Financed by Fee Summary per Land Use Category Land Type
Residential
/
Non
-
Residential
Fee per
1,000 SF /Room
Number of Projected
Res SF
/
Non
-
Res
SF
/
Rooms
Costs Financed by
Fees
Residential
$0.5
5 39,912,787
$
22,046,328
Commercial Retail
$
408
6,893,730
$
2,812,414
Industrial
$1
11 20,599,049
$
2,291,926
32 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Total
$
27,150,668
City
Police
Facilities DIFs for
both
residential
and non
-
residential
development (using
a per
square foot
metric) are summarized in
Table
2 6
below
.

Table
26 :

Police
DIF
Summary
(Maximum Supportable Fees)
Land Use
Fees
Residential (per Sq. Ft.)
$0.5
5 Commercial (per Sq. Ft.)
$0.
41 Industrial (per Sq. Ft.)
$0.11
B.7
DIF
Annual
Cost Escalation Recommendations
The fees recommended within this Fee Study reflect the maximum justifiable fee level that may be imposed on
new
development
under the statutory requirements
of Government Code Section 66000
et. seq
.

As the DIFs proposed in this Fee Study
are based on Facilities costs in 202
5 dollars, it is appropriate for the City to apply an
annual escalator to these fee levels to account for inflation in acquisition and construction costs. DTA further recommends that, after adoption, the above impact fees be reviewed
annually and include a provision for an
adjustment based on the
current CCCI. This construction cost index is based upon the BCI cost index
average
for Los Angeles as produced by ENR.

33 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
C
Fire
DIFs
C.1
Fire Facilities (Nexus Requirement AB 1600)
The Fire Facilities element includes those facilities used by the City
to maintain Fire
services. The Fees collected from new development will be used exclusively for Fire Department purposes. All new development within the City contributes to the direct and cumulative impacts of development on Fire Department facilities a nd creates
the need for new facilities to accommodate growth. The facilities, equipment, and vehicles used to provide these services will have to be purchased or replaced to meet this i
ncreased demand. Thus, a reasonable relationship exists between the need for Fire Facilities and
the impact of residential and non
-
residential
development.

Table
2 7
below
illustrates how the fire fee will meet the requirements of AB 1600 regarding the use of the Fee, the types of development funded or partially funded by Fee revenue, the reasonable relationship to the need for facilities, and the proportionality requirements.

34 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
27 : Fire Facilities
AB 1600 Code
Section
Description
Justification
66001(a)(1)
Identify the purpose of the Fee.

Provide a revenue source that will provide funds to
construct
,
expand
, or enhance
f
ire facilities, acquire
equipment
,
property, and a variety of specialized fire
and emergency vehicles that will mitigate the impacts
of new residential and non
-
residential development
on
the City’s Fire facilities.
66001(a)(2)
Identify the use to which the Fee
is to be put.

Expansion/construction/acquisition of
f
ire facilities,
purchase of
property and equipment, and vehicles.
66001(a)(3)
Demonstrate how there is a
reasonable relationship between
the Fee’s use and
the
type of
development project on which
the Fee is imposed.

New residential and non
-
residential development in
the City will generate additional residents and
employees, thus increasing the need for trained
f
ire
personnel.

B
uildings
will need to be expanded or
enhanced
,
and
property
,
equipment, and vehicles
used to provide these services will have to be
purchased
to meet this increased demand and
maintain the current
LOS
to the City.
66001(a)(4)
Demonstrate how there is a
reasonable relationship between
the need for the public facilities
and
the
type of development
project on which the Fee is
imposed.

The additional residents and employees from
the
new
development will impact demand for fire facilities.

New, expanded, or enhanced f
ire facilities
, along with
additional vehicles and equipment,
would be
needed
to mitigate the
impact
of the
increased number of
residents and employees. If
f
ire facilities
are not
constructed
, expanded, or enhanced,
and equipment
and vehicles are not acquired, then
the
overall
LOS of
public safety in the City w
ould
suffer.
66001(b)
Demonstrate a reasonable
relationship between the amount
of the Fee and
the
cost of the
public facility.

The
F
ire Fee is based on the cost
of expanding or
enhancing facilities and purchasing property,
equipment, and vehicles at the same levels
provided
to existing residents.

For
Fire
Facilities, the City has provided DTA with the list of Future Facilities to be included in the Fee Study (the “Needs List”). Please refer to Section V for details on the Needs List.

Table
2 8
below
summarizes
the Needs List. The facilities presented
below are based on estimates provided by the City.

35 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
28 : Fire
Facilities
Costs
Fire Facilities
Facility Cost
Station 77 Expansion to the neighboring lot, including apparatus bays and dorm rooms.
$5,000,000
Construction of the Phase 2 station 80 fire station, once development begins in the Westgate Specific Plan area
$15,000,000
Two High
-
End Ladder Fire Trucks $2 mil each, total $4 mil
$4,000,000
Purchase a Firecat Swat Vehicle for firefighting
$1,000,000
Fire Facilities Subtotal
$25,000,000
Offsetting Revenues
$0
Fire Facilities Total
$25,000,000
C.2
Offsetting Revenues
In calculating
DIFs
, it is important to consider any offsetting revenue in the Fire
Facilities
calculation total, as any existing account balance or other offsetting funds must be subtracted from the cost total.

Currently, there is
no balance
in the current
Fire
Facilities account that must be subtracted as offsetting revenue.

C.3
LOS
As stated earlier in Section III, in September of 2021
, the Governor of California
signed AB
602,
which provides new statewide requirements for local jurisdictions seeking to impose
DIFs
on development projects. Among these new requirements
is that
, when applicable, a Nexus study shall identify the existing LOS
for each public
facility, identify the proposed new
LOS
, and explain
why the new
LOS
is necessary.

This section looks at the
LOS
for
Fire
facilities to ensure that there will be sufficient
system
-
w
ide capacity to
accommodate new development
The list of projects to be built by the City details the planned facilities necessary to provide required services to the City
and outlines the criteria for designing a system
to serve both existing and future development. Notably, the future facilities have been identified by the City (
in its Capital Improvement Plan) as those required to
serve both new and existing development, and therefore any increase in LOS beyond the current LOS would be necessary
to meet the plan approved by the City
.

C.4
Calculation Methodology
The
proposed
Fire
Department
Facilities projects
are to
meet the needs of both
existing and future residents and employees.

To determine the
Fire
Fees, DTA
calculated the
EDUs through
204
4 based on the anticipated residential and
non
-
residential growth in the City
.

Total current EDUs
across all land uses were
71,717, with
25,200
projected EDUs. These calculations are presented in detail in Appendix A
.

T
he costs of these facilities have been allocated between existing and new
36 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
development based on their respective percentages
of buil
d
-
out E
D
Us
.

As illustrated
in
Table
29 below
,

73.99 %
of the costs will be allocated to existing development
,
and

26.01 % to new development.

Based on this allocation between new and existing
development,
$
7,193,738
of
the planned
Fire
facilities costs would be
funded
by
the
Fee imposed on
new development.

The remaining
$
18,499,684
must be funded
through other sources to be determined by the City
Table
29 :

Fire
Cost Allocation Summary
1 Development Type
EDUs
2 Percentage
Allocated
Facility Cost Allocated
Existing Development
71,717

73.99 %
$
18,499,684
New Development
25,200

26.01 %
$
6,500,316
Total
96,917
100.00%
$25,000,000
Note
:

1. Some figures may not sum due to rounding.

Table
3 0
, presented below, summarizes the EDU, calculated
as the cost of new
development ($
6,500,316
) divided by the projected
25,200
EDUs
.

When accounting
for the anticipated
growth
from new development, the cost per
EDU
totals $
2 5
8 as
shown in the table below.

This cost was then applied to the various land uses and their respective total
development
to determine the proposed Fee
.

Table
30 :

Fire
Cost per EDU
1 Proposed Facilities Costs
Total
Cost Allocated to New Development
$
6,500,316
Projected
EDUs (New Development)
25,200
Cost per E
D
U
$
2 5
8 Note
:

1. Some figures may not sum due to rounding.

C.5
Fire
Facilities
Fee Calculation
As
discussed in Section III, per the directive of AB 602,
for housing development
projects, nexus studies adopted after July 1, 2022, will no longer be on a per
-
unit
basis, but will be calculated based on
the
square footage
of proposed units of the
development, unless the local agency demonstrates that
another metric is more
appropriate
.

T
he residential Fee per
S
q.

F
t. was determined by multiplying the cost per EDU
($2
5 8)
by the total number of residential EDUs (
20,462
), resulting in
a
total amount funded
from residential property of $
5,727,253
. This result was then divided by the total
projected
residential square
footage (39,912,787)
, yielding
a per
-
square
-
foot fee
of
$

0. 1
3 . Details of this calculation are shown in the table below
.
37 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
31 :

Fire
Facilities Costs Financed by Fees Summary
1 Land Type
EDUs per Unit
Number of
Projected Units
Conversion
Formula
T
o
tal EDUs
Residential

1.00 20,462
20,462
Total Residential
20,462
a
20,462
Total cost per EDU
b
$
2 5
8 Total Fees
c = a * b
$5,
278
,
253
Total Residential Sq. Ft.
d
39,912,787
Total cost per Residential Sq. Ft.
e = c/d
$0.13
Note
:

1. Some figures may not sum due to rounding.

Similarly, the Non
-
Residential Fee per 1,000
sq. ft
. was
calculated by multiplying the
per
-
EDU cost
of $
2 5
8 by the total number of non
-
residential EDUs applicable
to
each
land use type.

Table
3 2
, shown below, summarizes the Fee amounts per 1,000 sq. ft .
and the total cost financed by Fees imposed on non
-
residential land uses.

Table
32 : Non
-
Residential
Fire
Facilities Costs Financed by Fees Summary
1 Land Type
EDUs per 1,000 Non
-
Res. Sq. Ft.

Fee per 1,000 Non
-
Res Sq. Ft.

Rooms
/
Non
-
Res. Sq. Ft.

Costs Financed by
Fees

a
b = ax
c
[e] = ([c]
/
1,000) x [b]
Commercial

0.38 $9
8 6,893,730
$
673,338
Industrial

0.10 $2
7 20,599,049
$
548,725
Total Costs
$
1,222,063
C.6
Proposed
Fees
A summary of the proposed
Fire
Facilities
Fee
calculation
is presented in
Table
3 3
below. The Fees recommended
in this Fee Study reflect the maximum justifiable Fee
level that the City may impose on new residential and non -
residential development
under the statutory requirements of Government Code Section 66000 et seq
.

Table
33 :

Fire
Facilities Costs Financed by Fee Summary per Land Use Category Land Type
Residential
/Non
-
Residential
Fee per
1,000 SF /Room
Number of Projected
Res SF
/
Non
-
Res
SF
/
Rooms
Costs Financed by
Fees
Residential
$0.13
39,912,787
$5,
278,253
Commercial Retail
$9
8 6,893,730
$
673,338
Industrial
$2
7 20,599,049
$
548,725
Total
$
6,500,316
City
Fire
Facilities DIFs for
both
residential
and non
-
residential
development (using
a per
square foot
metric) are summarized in
Table
3 4
below
38 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
34 :

Fire
DIF
Summary
(Maximum Supportable Fees)
Land Use
Fees
Residential (per Sq. Ft.)
$0.13
Commercial (per Sq. Ft.)
$0.
10 Industrial (per Sq. Ft.)
$0.03
C.7
DIF Annual Cost
Escalation
Recommendations
The fees recommended within this Fee Study reflect the maximum justifiable fee level that may be imposed on
new
development
under the statutory requirements
of Government Code Section 66000
et. seq
.

As the DIFs proposed in this Fee Study
are based on Facilities costs in 202
5 dollars, it is appropriate for the City to apply an
annual escalator to these fee
levels
to account for inflation in acquisition and
construction costs. DTA further recommends that, after adoption, the above impact fees be reviewed
an
nually and include a provision for an
adjustment based on the
current CCCI. This construction cost index is based upon the BCI cost index
average
for Los Angeles as produced by ENR.

39 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
D
Library
DIFs
D.1
Library Facilities (Nexus Requirement AB 1600)
The
Library
Facilities
element includes
facilities used by the City Library Department
to maintain Library services, such as facility modernization, infrastructure upgrades, and building system improvements necessary to sustain the City’s adopted library service levels as the community grows
. Costs allocated to new development are
limited to the proportion attributable to growth and increased demand generated by future residents and businesses
.

Th
e
fees collected from the new development will
be used exclusively for
Library
Department purposes. All new development within
the
City
contributes to the direct and cumulative impacts of development on Library
Department facilities and creates the need for new facilities to accommodate growth
.

The facilities in this section are defined as buildin
gs, land, vehicles,
property,
and equipment; basically, any capital asset with a life of 5 years
or longer. The
proposed DIF discussed in this section, if adopted, would be imposed, collected, and spent on the acquisition of land, construction, and expansion of existing City facilities to accommodate new growth. The fees collected from the new deve lopment will be
used exclusively for
Library
Department purposes. All new development within the
City contributes to the direct and cumulative impacts of devel opment on
Library
facilities and creates the need for new facilities to accommodate growth. The Library
element includes the facilities necessary to provide basic Library
services and
facilities services throughout the City.

Table
3 5
below illustrates how the Library Fee will meet the requirements of AB 1600
regarding
the use of fees, the type of development on which the Fee is imposed, a reasonable relationship to the need for collection items, and proportionality requirements.

40 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
35 : Library Facilities
AB 1600 Code
Section
Description
Justification
66001(a)(1)
Identify the purpose of the Fee.

Provide a revenue source that will provide funds to
acquire/construct new library facilities and buildings, remodel/refurbish existing facilities and buildings,
vehicles, property
,
and equipment, and acquire various
library collection items that will mitigate the impacts of new residential development
on
the City’s Library
facilities.
66001(a)(2)
Identify the use to which the Fee
is to be put.

Construction
/expansion
of new library facilities,
remodel/refurbishment of existing facilities,
and the
purchase of
vehicles and equipment
66001(a)(3)
Demonstrate how there is a
reasonable relationship between
the Fee’s use and
the
type of
development project on which
the Fee is imposed.

New residential development in the City will generate
additional residents who will become library patrons.

In addition to equipment
, property, and vehicles, new
facilities will need to be acquired/constructed; existing facilities will need to be remodeled/
refurbished or
expanded;
and collections will have to be expanded to
meet this increased demand. Fees collected from new
residential development will be used for the
acquisition/construction of new facilities,
the
remodeling or
refurbishment of existing
facilities, and
the purchase of vehicles and equipment to maintain
the City's
current
LOS
.
66001(a)(4)
Demonstrate how there is a
reasonable relationship between
the need for the public facilities
and
the
type of development
project on which the Fee is
imposed.

The additional residents from
the
new development
will
affect demand for library space and library
collections
. New facility space will need to be
expanded or acquired/constructed
,
and existing facility
space will need to be remodeled/refurbished. If
additional
facilities
are not acquired/constructed,
and
vehicles and equipment
are not purchased, then the
overall
LOS
in the City would suffer.
66001(b)
Demonstrate a reasonable
relationship between the amount
of the Fee and
the
cost of the
public facility.

The library fee is based on the cost to provide new
facilities, property
,
equipment, and vehicles. The fee is
based on the cost
of providing
new materials at the
same levels as provided to existing residents.

For
Library
Facilities, the City has provided DTA with the list of Future Facilities to be included in the Fee Study (the “Needs List”). Please refer to Section V for details on the Needs List.

Table
3 6
below
summarizes
the Needs List. The facilities presented
below are based on estimates provided by the City.
41 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
36 :

Library
Facilities
Costs
Library Facilities
Facility Cost
Library Facility Modernization and Expansion
$1,004,936
Facility Improvements and Reconfiguration
$797,568
Site Circulation
$103,684
Technology, Infrastructure, and Building
enhancements
$7,178,112
Growth
-
servicing library facilities
$311,052
Library Facilities Subtotal
$9,395,351
Offsetting Revenues
$1,464,571
Library Facilities Total
$7,930,780
D.2
O
ffsetting Revenues
In calculating
DIFs
, it is important to consider any offsetting revenue in the Fire
Facilities
calculation total, as any existing account balance or other offsetting funds must be subtracted from the cost total.

Currently,
$1,464,571 is in the Library
Facilities account and
must be subtracted as offsetting revenue.

D.3
LOS
As stated earlier in Section III, in September of 2021
, the Governor of California
signed AB
602,
which provides new statewide requirements for local jurisdictions seeking to impose
DIFs
on development projects. Among these new requirements
is that
, when applicable, a Nexus study shall identify the existing LOS
for each public
facility, identify the proposed new
LOS
, and explain
why the new
LOS
is necessary.

This section looks at the
LOS
for
Library
facilities to ensure that there will be
sufficient syste
m
-
wide capacity to
accommodate new development
The list of projects to be built by the City details the planned facilities necessary to provide required services to the City
and outlines the criteria for designing a system
to serve both existing and future development. Notably, the future facilities have been identified by the City (
in its Capital Improvement Plan) as necessary to serve
both new and existing development; therefore, any increase in the LOS
beyond the
current level would be required to meet the City
-
approved plan
.

D.4
Calculation Methodology
The
proposed
Library
Facilities projects
are to
meet the needs of both existing and
future residents and employees.

To determine the
Library
Fees, DTA calculated the
EDUs through
204
4 based on the anticipated residential and non
-
residential growth
in the City
.

Total current EDUs
across all land uses were
71,717, with
25,200
projected
EDUs. These calculations are presented in detail in
Appendix A
.

42 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
T
he costs of these facilities have been allocated between existing and new
development based on their respective percentages
of buil
d
-
out E
D
Us.

As illustrated
in
Table
3 7
below
,

73.99 %
of the costs will be allocated to existing development
,
and

26.01 % to new development.

Based on this allocation between new and existing
development,
$
2,
062,103
of
the planned
Library
facilities costs would be
funded
by
the Fee imposed on
new development.

The remaining
$
5,
868,677
must be funded
through other sources to be determined by the City
Table
37 : Library
Cost Allocation Summary
1 Development Type
EDUs
2 Percentage
Allocated
Facility Cost Allocated
Existing Development
71,717

73.99 %
$5,
868,677
New Development
25,200

26.01 %
$2,
062,103
Total
96,917
100.00%
$7,930,780
Note
:

1. Some figures may not sum due to rounding.

Table
3 8
, presented below, summarizes the EDU, calculated
as the cost of new
development ($2,
062,103
) divided
by the projected
25,200
EDUs
.

When accounting
for
anticipated growth from new development, the cost per EDU is $82, as shown in
the table below.

This cost was then applied to the various land uses and their respective total
development
to determine the proposed Fee
.

Table
38 : Library Cost per EDU
1 Proposed Facilities Costs
Total
Cost Allocated to New Development
$2,
062,103
Projected
EDUs (New Development)
25,200
Cost per E
D
U
$
82 Note
:

1. Some figures may not sum due to rounding.

D.5
Library
Facilities
Fee Calculation
As
discussed in Section III, per the directive of AB 602,
for housing development
projects, nexus studies adopted after July 1, 2022, will no longer be on a per
-
unit
basis, but will be calculated based on
the
square footage
of proposed units of the
development, unless the local agency demonstrates that
another metric is more
appropriate
.

T
he residential Fee per
S
q.

The ft. was determined by multiplying the cost per EDU
($
82 ) by the total number of residential EDUs (
20,462
), resulting in a
total amount
funded from residential property of $
1,
674,427
. This result was then divided by the
total
projected
residential square
footage (39,912,787)
, yielding
a
per
-
square
-
foot fee
of $

0. 04
. Details of this calculation are shown in the
t
able
below
.
43 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
39 : Library Facilities Costs Financed by Fees Summary
1 Land Type
EDUs per Unit
Number of Projected
Units
Conversion
Formula
Total EDUs
Residential

1.00 20,462
20,462
Total Residential
20,462
a
20,462
Total cost per EDU
b
$
82 Total Fees
c = a * b
$1,
674,427
Total Residential Sq. Ft.
d
39,912,787
Total cost per Residential Sq. Ft.
e = c/d
$0.04
Note
:

1. Some figures may not sum due to rounding.

Similarly, the Non
-
Residential Fee per 1,000
sq. ft
. was
calculated by multiplying the
EDU cost
of $
82 by the total number of non
-
residential EDUs applicable
to
each land
use type.

Table
4 0
, shown below, summarizes the Fee amounts per 1,000 sq. ft . and
the total cost financed by Fees imposed on non
-
residential land uses.

Table
40 : Non
-
Residential Library Facilities Costs Financed by Fees Summary 1 Land Type
EDUs per 1,000 Non
-
Res. Sq. Ft.

Fee per 1,000 Non
-
Res Sq. Ft.

Rooms/Non
-
Res. Sq. Ft.

Costs Financed by
Fees

a
b = ax
c
[e] = ([c]/1,000) x [b]
Commercial

0.38 $3
1 6,893,730
$
213,604
Industrial

0.10 $8
20,599,049
$
174,073
Total Costs
$
387,676
D.6
Proposed Fees
A summary of the proposed
Fire Facilities
Fee
calculation
is presented in
Table
4 1
below. The Fees recommended
in this Fee Study reflect the maximum justifiable Fee
level that the City may impose on new residential and non -
residential development
,
subject to
the statutory requirements of Government Code Section 66000 et seq
.

Table
41 :

Library
Facilities Costs Financed by Fee Summary per Land Use Category Land Type
Residential
/
Non
-
Residential Fee per
1,000 SF /Room
Number of Projected
Res SF
/
Non
-
Res
SF
/
Rooms
Costs Financed by
Fees
Residential
$0.04
39,912,787
$1,
674,427
Commercial Retail
$3
1 $6,893,730
$
213,604
Industrial
$8
$20,599,049
$
174,073
Total
$2,
062,103
City
Library
Facilities DIFs for
both
residential
and non
-
residential
development
(using a
per
-
square
-
foot
metric) are summarized in
Table
4 2
below
.
44 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
42 :

Library
DIF
Summary
(Maximum Supportable Fees)
Land Use
Fees
Residential (per Sq. Ft.)
$0.04
Commercial (per Sq. Ft.)
$0.03
Industrial (per Sq. Ft.)
$0.01
D.7
DIF Annual Cost Escalation Recommendations
The fees recommended within this Fee Study reflect the maximum justifiable fee level that may be imposed on
new
development
under the statutory requirements
of Government Code Section 66000
et. seq
.

45 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
E
Park
s and Recreation
DIFs
E.1
Park
s and Recreation
Development Facilities Fees (Nexus Requirement
AB
1600)
The Park
s
Development Facilities element will serve
Fontana residents by providing
recreational facilities
while enhancing the community’s appeal and quality of life.

The
facilities described in this section include
Neighborhood Parks and Community
Parks. The Fee Study includes a component for the development of new park facilities to serve
the City's new residential development
through 204
4 .

This fee
section covers
park improvements, land acquisition, and park
s
and recreation
renovation.

In contrast to the fees covered earlier in this
Fee
Study,
non
-
resi
dential
development will be excluded from the fee calculation.

According to the City’s General Plan, in addition to improving the overall quality of life for residents, excellent park programs are important for the well -
being of a city's
business community. Not only do parks make the community more attractive to
residents (providing a stronger market base for local businesses), but they can also
directly influence a city's
fiscal base by attracting commercial and industrial
businesses.

Table
4 3
below
illustrates how the Parks Fee will meet the requirements of AB 1600 regarding
the use of the Fee, the types of development funded or partially funded by Fee revenue, the reasonable relationship to the need for facilities, and the proportionality
requirements.

46 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
43 : Parks and Recreation Facilities
AB 1600 Code
Section
Description
Justification
66001(a)(1)
Identify the purpose of the Fee.

Provide a revenue source that will provide funds to
acquire land and construct parks and recreation
facilities,
senior
centers, trail facilities, vehicles
, and
equipment that will mitigate the impacts of new
residential development on
the City’s Parks
and
recreation
facilities.
66001(a)(2)
Identify the use to which the Fee
is to be put.

Acquisition of land and development of parks and
recreation facilities, the construction of
senior
centers
, vehicles,
and equipment.
66001(a)(3)
Demonstrate how there is a
reasonable relationship between
the Fee’s use and
the
type of
development project on which
the Fee is imposed.

New residential development in the City will generate
additional residents, thereby increasing the need for
parks and recreational facilities. Park and recreational facilities and community centers, along with vehicles
and equipment used to provide these
services
,
will
have to be expanded or constructed to meet this
increased demand and maintain the same
LOS
to the
City.
66001(a)(4)
Demonstrate how there is a
reasonable relationship between
the need for the public facilities
and
the
type of development
project on which the Fee is
imposed.

The additional residents from
the
new development
will impact demand for parks and recreational
facilities. New parks
, recreational facilities,
and
senior
centers are needed to mitigate the
impact
of the
additional residents. If additional park and
recreation
facilities are not constructed, the
LOS
will decline, and
the overall quality of life for City residents
will suffer.
66001(b)
Demonstrate a reasonable
relationship between the amount
of the Fee and
the
cost of the
public facility.

The parks
and recreation
facilities fee is based on the
cost
of providing park and recreation
facilities, land,
vehicles
, equipment,
and community centers.

The fee
is based on the cost
of providing new materials at the
same levels as those
provided to existing residents.

For
Park
Facilities, the City has provided DTA with the list of Future Facilities to be included in the Fee Study (the “Needs List”). Please refer to Section V for details on the Needs List.

Table
4 4
below
summarizes
the Needs List. The facilities presented
below are based on estimates provided by the City.

47 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
44 :

Parks and Recreation
Facilities
Costs
Parks Facilities
Facility Cost
New South Fontana Community Center (Don Day)
$35,000,000
Park Improvements
$35,000,000
Recreational Trails
$35,000,000
Sports Park
$30,000,000
New Community Center in
the
Core of
the
City (Miller)
$30,000,000
Action Park
$7,500,000
Security Camera Upgrades
$6,500,000
Action Park
–
Martin Tudor
10,000,000
Miller Amphitheater
$15,000,000
Parks Facilities Subtotal
$
204,000,000
Offsetting Revenues
$9,323,185
Parks Facilities Total
$
194,676,815
E.2
Offs
etting Revenues
When calculating DIFs, it is important to consider any offsetting revenue in the total for the Fire Facilities calculation
, as any existing account balance or other offsetting
funds must be subtracted from the cost total.

Currently,
$9,323,185 is in the Parks
Facilities account and
must be subtracted as offsetting revenue.

E.3
LOS
As stated earlier in Section III, in September of 2021
, the Governor of California
signed AB
602,
which provides new statewide requirements for local jurisdictions seeking to impose
DIFs
on development projects. Among these new requirements
is that
, when applicable, a Nexus study shall identify the existing LOS
for each public
facility, identify the proposed new
LOS
, and explain
why the new
LOS
is necessary.

This section looks at the
LOS
for
Parks and Recreation
facilities to ensure that there
will be suf
ficient system
-
wide capacity to
accommodate new development
The list of
Parks
projects to be built by the City details the planned facilities necessary to provide
the required services to the City and outlines the criteria used to design a system that serves
both existing and future development. Notably, the future facilities have been identified by the City (
in its Capital Improvement Plan) as those
required to serve both new and existing development, and therefore any increase in LOS beyond the current LOS would be necessary
to meet the plan approved by the
City
.

E.4
Calculation Methodology
The
proposed
Park
Facilities projects
are to
meet the needs of both existing and
future residents.

To determine the
Parks
Fees, DTA calculated the
EDUs through
204
4 based on the anticipated residential and non
-
residential growth in the City
.
48 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Total current EDUs for all
land uses were determined to be 58,993, with
20,462
projected EDUs. These calculations are presented in detail in Appendix A
.

T
he costs of these facilities have been allocated between existing and new
development based on their respective percentages
of buil
d
-
out E
D
Us
.

As illustrated
in
Table
4 5
below
,

74.25 %
of the costs will be allocated to existing development
,
and

25.75 % to new development.

Based on this allocation between new and existing
development,
$
50,135,039
of
the planned
Park
facilities costs would be
funded
by
the Fee imposed on
new development.

The remaining
$
144,541,776
must be funded
through other sources to be
determined by the City
Table
45 : Parks and Recreation
Cost Allocation Summary
1 Development Type
EDUs
2 Percentage
Allocated
Facility Cost Allocated
Existing Development
58,993

74.25%
$144,541,776
New Development
20,462

25.75%
$50,135,039
Total
79,455
100.00%
$194,676,815
Note
:

1. Some figures may not sum due to rounding.

Table
4 6
, presented below, summarizes the EDU, calculated as the cost of new development ($50,135,039) divided by the projected 20,462 EDUs .

When accounting
for the anticipated
growth
from new development, the cost per
EDU
totals $
2,450
as
shown in the table below.

This cost was then applied to the various land uses and their respective total
development
to determine the proposed Fee
.

Table
46 : Parks and Recreation Cost per EDU
1 Proposed Facilities Costs
Total
Cost Allocated to New Development
$50,135,039
Projected
EDUs (New Development)
20,462
Cost per E
D
U
$
2,450
Note
:

1. Some figures may not sum due to rounding.

E.5
Park and Recreation
Facilities
Fee Calculation
As
discussed in Section III, per the directive of AB 602,
for housing development
projects, nexus studies adopted after July 1, 2022, will no longer be on a per
-
unit
basis, but will be calculated based on
the
square footage
of proposed units of the
development, unless the local agency demonstrates that
another metric is more
appropriate.

49 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
The residential Fee per
s
q.
f
t. was determined by first multiplying the cost per EDU of $
2,450
by the total number of residential EDUs (
20,462
), resulting in
a
total amount
funded from residential property of $
50,135,039
. This result was then divided by the
total
projected
residential square
footage (39,912,787) to yield a fee
per square foot
of $

1. 26
. Details of this calculation are shown in the
t
able
below
.

Table
47 : Parks and Recreation Facilities Costs Financed by Fees Summary 1 Land Type
EDUs per Unit
Number of Projected
Units
Conversion
Formula
T
o
tal EDUs
Residential

1.00 20,462
20,462
Total Residential
20,462
a
20,462
Total cost per EDU
b
$
2,450
Total Fees
c = a * b
$
50,135,039
Total Residential Sq. Ft.
d
39,912,787
Total cost per Residential Sq. Ft.
e = c/d
$

1.26 Note
:

1. Some figures may not sum due to rounding.

E.6
Proposed Fees
A summary of the proposed
Fire Facilities
Fee
calculation
is presented in
Table
4 8
below. The Fees recommended
in this Fee Study reflect the maximum justifiable Fee
level that the City may impose on new residential and non -
residential development
under the statutory requirements of Government Code Section 66000 et seq
.

Table
48 :

Parks and Recreation
DIF
Summary
(Maximum Supportable Fees)
Land Use
Fees
Residential (per Sq. Ft.)
$

1.26 E.7
DIF Annual Cost Escalation Recommendations
The fees recommended within this Fee Study reflect the maximum justifiable fee level that may be imposed on
new
development
under the statutory requirements
of Government Code Section 66000
et. seq
.

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
F
Landscape Medians
F.1
Landscape Medians
Facilities (Nexus Requirement AB 1600)
The
City
’s
goal
is
to
improve
the
street
s
on a prioritized
list
over the build
-
out
horizon.

Improvements for e
ach street will
focus
on Landscape Medians
.

This
additional infrastructure support
is
necessary to provide safe and efficient vehicular
access throughout the City.

The proposed
DIF
is to help meet the
t
ransportation
demand of new development through 204
4 . The City identified the need for the
landscape median
infrastructure and equipment, as
described
in
Table
49 below.

The
D
IF will provide
the City with revenue to fund the acquisition, installation, and construction of
necessary transportation facilities, which, in turn,
will both preserve
the quality of life in the City and protect the health, safety, and welfare of existing
and future residents and employees.

The
t
able below
illustrates how the transportation fee will meet the requirements of AB 1600
regarding
use of fees, type of development funded or partially funded by the Fee revenue, reasonable relationship to the need for facilities, and proportionality requirements

51 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
49 :

Landscape Medians
Facilities Nexus Requirement
AB 1600 Code
Section
Description
Justification
66001(a)(1)
Identify the purpose of the Fee.

Provide a revenue source that will provide funds to
construct various
Landscape Median
projects and
other infrastructure that will mitigate the impacts of
new development on the City's
transportation
system.
66001(a)(2)
Identify the use to which the Fee
is to be put.

Fund or partially fund the construction of
landscape
medians
and other infrastructure
p
rojects within the
City limits.
66001(a)(3)
Demonstrate how there is a
reasonable relationship between
the Fee’s use and
the
type of
development project on which
the fee is imposed.

New residential and non
-
residential development will
generate additional traffic on City streets. The Fee
revenue will be used to construct new
landscape
median
projects
that new residents and employees
will travel on
. A Fee imposed on new residential and
non
-
residential development is a reasonable method
for mitigating the impacts of such
development and
any resulting increase in LOS above and beyond the
current LOS
required to meet the plan approved by
the City.
66001(a)(4)
Demonstrate how there is a
reasonable relationship between
the need for the public facilities
and
the
type of development
project on which the Fee is
imposed.

The additional traffic volumes generated by
the
new
development will
affect current congestion levels
.

New
landscape medians
and other infrastructure
are
needed to mitigate the impacts of the increased traffic volumes. If the proposed projects are not constructed
in concert with new development, the City's
transportation
system will experience higher traffic
volumes
, increasing congestion to a level
well below
City standards.
66001(b)
Demonstrate a reasonable
relationship between the amount
of the Fee and
the
cost of the
public facility.

Project costs are allocated to new development based
on the percentage of
total traffic volume at build
-
out
generated by new development
. The specific fee
imposed on
various land uses is based on the relative
trip
-
generation rate
compared
with a residential unit
(the baseline rate,
or EDU factor).

Identification of the facilities to be financed is a critical component of any DIF
program. In the broadest sense, the purpose of impact fees is to protect public
health, safety, and general welfare by
providing
adequate public facilities.

Notably,
f
or
Landscape Median
Facilities, t
he City provided DTA with
the list of Future
Facilities to be included in the Fee Study (the “Needs List”).

P
lease
refer to
Section V
for details on th
e
Needs List.

52 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
5 0
below
summarizes
the
Landscape
Median
Needs List
. The
facilities
presented
below
are based on estimates provided by the City.

Table
50 : Landscape Median
Facilities
Costs
Landscape Median
Facilities
Facility Cost
S Highland Ave
-
600' Past Citrus to Auto Center Drive Heading
East: Construct Raised Landscape Median
$2,400,000
Valley Blvd. from Bananah Ave. to Cherry Ave.
$1,500,000
Mulberry Ave. from Santa Ana Ave. to Slover Ave.
$1,500,000
Arrow Blvd. from Citrus Ave. to Jurupa Ave.
$2,400,000
Arrow Blvd. from Palmetto Ave. to Alder Ave.
$1,500,000
Slover Ave. from Jasmine St to Sierra Ave
$14,889,600
Beech Ave. from Slover to Jurupa Ave.
$3,168,000
Beech Ave. from Baseline Ave. to Miller Ave.
$1,500,000
Beech Ave. from PE Trail to Foothill Blvd
$630,000
Sierra Lakes from San Sevaine to Beach
$1,560,000
Sierra Lakes from Lytle Creek to Catawba
$1,560,000
Transportation
Facilities Subtotal
$32,607,600
Offsetting Revenue
$848,043
Total
$31,759,557
F.2
Offsetting Revenues
According to
City Staff, offsetting revenues need to be considered in total for the Landscape Medians Facilities calculation
. As of the end of
September 2025
, the City
had $
848,043
in its current
Landscape Medians
Facilities
account that needed to be
subtracted from the
total facilities cost,
as indicated in
Table
5 0
above.

F.3
LOS
As
stated
earlier in Section III, in September of 2021
, the Governor of California
signed AB
602,
which provides new statewide requirements for local jurisdictions seeking to impose
DIFs
on development projects. Among these new requirements
is that
, when applicable, a Nexus study shall identify the existing LOS
for each public
facility, identify the proposed new
LOS
, and explain
why the new
LOS
is necessary.

LOS
for streets and intersections is commonly defined in terms of LOS
(LOS)
categories A through F as defined in the Highway Capacity Manual published by the Transportation Research Board
.

LOS is a qualitative description of traffic flow based
on several factors
, including
speed, travel time, delay
,
and freedom to maneuver. Six
levels
of LOS
are typically
defined,
ranging from LOS A
, representing completely free
-
flow conditions, to LOS F, representing breakdown in flow resulting in stop -
and
-
go
conditions. LOS E represented operations at or near capacity, an unstable level where vehicles
operate with the minimum spacing required to maintain
uniform flow.

The City’s
Landscape Medians
facilities
built to date are consistent with the existing
53 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
LOS
required by the City to meet
the
population's needs
.

The list of projects to be
built by the City (
presented in detail in Appendix B of this Fee Study) outlines the planned facilities necessary to provide required services to the City and the criteria used to design a system
to serve both existing and future development. The portion of the fee associated with existing transportation facilities reflects the current
LOS
that
would be applied to new development. Notably, the future facilities have been identified by the City (
in its Capital Improvement Plan) as necessary to serve both new and existing development; therefore, any increase in the LOS
beyond the
current level would be required to meet the City
-
approved plan
.

F.4
Calculation
Methodology
Landscape
Median
Fees
were calculated for each of the
three
(
3 ) land use categories
based on the number of
ADTs.

For trip site generation, the focus is
on the trips entering and exiting
a single site.

Specifically, ADTs are the total number of trips, both inbound and outbound , within
a 24
-
hour weekday period, generated by a particular use or development.

All
proposed
Landscape Medians
facilities were sized to meet the needs of both
existing and future residents and employees.

Therefore, the costs of these facilities
have been allocated between existing
and new development based on their
respective percentages
of buil
d
-
out
E
B
U
s.

As illustrated
in
Table 5
1 below,

73.70 %
of the costs will be allocated to existing development, and

26.30 %
to new
development.

Based on
this
allocation between new and existing development
,
$
8,352,665
of
the
$
31,759,557
in
Landsc
ape Medians
facilities costs would be
funded
by
the
Fee imposed on
new development
.

The rem
a
in
i
ng
amount
must be funded
through other sources to be determined by the City.

Table
51 : Landscape Median
Facilities Cost Allocation Summary
Development Type
ADTs (EBUs)
Percentage Allocated
Facility Cost Allocation
Existing Development
910,344

73.70 %
$
23,406,892
New Development
324,853

26.30 %
$
8,352,665
Total
1,
253,197
100.00%
$31,759,557

54 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
To calculate the Fee
s
, DTA determined the number of
AD
Ts expected through 204
4 based on the expected residential and non
-
residential growth in the City. The
analysis estimates that
up to
324,853
additional ADTs would be generated by land
use
growth, as detailed in
Table
5 2
below.

Table
52 : Landscape Medians
Number of Trip Calculations
Land Use Type
Projected
Development
(Units)
Projected
Development
(Sq. Ft.)
ADT
Generation
Rate
1 Total
ADTs
(EBUs)
2 Residential
20,462

5.64 115,406
Commercial
6,893,730

15.28 105,319
Industrial
20,599,049

5.06 104,128
Total
324,853
Note
s
:

1. Projected
AD
Ts per unit for residential and per 1,000 Square Feet for non -
residential.

2. Numbers may not sum due to rounding.

Table
5 3
, presented below, summarizes the cost per ADT, calculated by dividing the cost of new development ($
8,352,665
) by the number of ADTs
generated by new
development (
324,853
).

When accounting for the
324,583
planned
AD
Ts in the City,
the cost per PHT totals $
2 6
as shown in the table below.

Th
e cost per
AD
T
of $
2 6
was then applied to the various land uses and their respective AD
T
trip generation
rates to determine the proposed
Fee
.

Table
53 : Landscape Medians Cost per EBU
1 Proposed Facilities Costs
Total
Cost
Allocated to
New Development
$
8,352,665
Total
ADTs
Added by New Development
324,853
D
IF Cost Per
ADT
$2
6 Note
:

1. Numbers may not sum due to rounding.

F.5
Landscape Medians
Facilities
Fee
Calculation
As
discussed in Section III, per the directive of AB 602,
for housing development
projects, nexus studies adopted after July 1, 2022, will no longer be on a per
-
unit
basis, but will be calculated based on
square footage
of proposed units of the
development, unless the local agency demonstrates that
another metric is more
appropriate.

The
residential
f
ee per sq. ft. was determined by multiplying the cost per E D
U of $
2 6
by the total number of residential E
B
Us (
115,406
), resulting in
the total
amount
funded from residential property of $
2,
967,330
.

This result was then divided by the
55 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
total anticipated residential square
footage
of 39,912,787
, yielding
a
f
ee
per square
foot of $

0.0 7
.

Details of this calculation are shown in the table below .

Table
54 : Residential Landscape Median Costs Financed by
Fee
s
per Land Use Category
1 Land Use Type
ADT
s per Unit
Number of
Projected
Units
Calculation
Total EDUs
Residential

5.64 20,462
115,406
Total
Residential
20,462
[a]
115,406
Total Cost per EDU
[b]
$
2 6
Total Fees
[c] = [a] x [b]
$
2,
967,330
Total Residential Sq. Ft.
[d]
39,912,787
Total Cost per Residential Sq. Ft.
[e] =
[c]
/
[d]
$

0.07 Note
:

1. Numbers may not sum due to rounding.

Similarly, t
he
non
-
residential f
ee per
s
q.
f
t. was
calculated by multiplying the cost per
EBU ($2
6 ) by the total number of non
-
residential EBUs applicable to each land
-
use
type.

The table below summarizes the Fee amounts per sq. ft. and the total cost financed by Fees imposed on non
-
residential land uses.

Table
55 : Non
-
Residential Landscape Median
Facilities
Costs Financed by Land Use Category
1 Land Use Type
E
B
Us per
Non
-
Res.

Sq. Ft.
1 Non
-
Residential
Fee
per 1,000 SF.

Number of
Projected
Non
-
Res. SF
Costs Financed
by Fees

[a]
[b]
= [a] x
$26
[c]
[e] = [c] x [b]
Commercial

15.28 $3
9 3
6,893,730
$
2,707,976
Industrial

5.06 $1
30 20,599,049
$
2,677,359
Total
$
5,385,334
Note
:

1. Numbers may not sum due to rounding.

F.6
Proposed
F
ees
A summary of the proposed
Landscape Medians Facilities
Fee
calculation
is
presented in
Table
5 6
below. The Fees recommended
in this Fee Study reflect the
maximum justifiable Fee level that the City may impose on new residential and non -
residential development under the statutory requirements of Government Code Section 66000 et
seq
.

Landscape Medians
Facilities DIFs for residential
and non
-
residential
development (using a per square foot metric)
are
summarized below
.
56 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
56 : Landscape Medians
Facilities
Costs Financed by
Fee
s
Summary
per Land Use Category
Land Use Type
Residential
Fee per
Sq. Ft./
per 1,000
Non
-
Res.

Sq. Ft.

Number of
Projected
Units /
Non
-
Res.

Sq. Ft
Costs Financed by
Fees
Residential
$0.07
20,462
$2,
967,330
Commercial
$353
6,893,730
$
2,707,976
Industrial
$1
30 20,599,049
$
2,677,359
Total
$
8,352,665

Table
57 : Landscape Median Fee Summary
Land Use
Fees
Residential
(Per Sq.

F
t.)
$0.07
Commercial (Per
Sf. Ft.
)
$0.3
9 Industrial (Per
Sf. Ft.
)
$0.1
3 F.7
DIF Annual Cost Escalation Recommendations
The fees recommended within this Fee Study reflect the maximum justifiable fee level that may be imposed on
new
development
under the statutory requirements
of Government Code Section 66000
et. seq
.

57 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
G
Local Arterials
G.1
Local Arterials
Facilities (Nexus Requirement AB 1600)
The
City’s goal
is
to
improve
the
street
s
on a prioritized list
over the build
-
out
horizon.

Improvements for e
ach street will
focus
on
Local Arterials.

This
additional
infrastructure support
is
necessary to provide safe and efficient vehicular access throughout the City.

The proposed
DIF
is to help meet the
transportation
demand
of new development through 204
4 . The City identified the need for the
landscape
median
infrastructure and equipment, as
described
in
Table
5 8
below.

The
D
IF will provide
the City with revenue to fund the acquisition, installation, and construction of the necessary arterial transportation facilities, which in turn will both preserve the quality of life in the City and protect the health, safety, and welfare of existing and future residents and employees.

The table below
illustrates how the
Local Arterials
fee will meet the requirements of
AB 1600 with regard to
the use of fees, the type of development funded or partially funded by the Fee revenue, the reasonable relationship to the need for facilities, and the
proportionality requirements
.

58 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
58 : Local Arterials Medians
Facilities Nexus Requirement
AB 1600 Code
Section
Description
Justification
66001(a)(1)
Identify the purpose of the Fee.

Provide a revenue source that will provide funds to
construct various
transp
ortation projects
,
including
local arterials
, and other infrastructure that will
mitigate the impacts of new development on the
City's
transportation
system.
66001(a)(2)
Identify the use to which the Fee
is to be put.

Fund or partially fund the construction of
local
arterials
and other infrastructure
p
rojects within the
City limits.
66001(a)(3)
Demonstrate how there is a
reasonable relationship between
the Fee’s use and
the
type of
development project on which
the fee is imposed.

New residential and non
-
residential development will
generate additional traffic on City streets. The Fee
revenue will be used to construct new
local
arterial
projects
that new residents and employees will use
. A
Fee imposed on new residential and non
-
residential
development is a reasonable method for mitigating
the impacts of such
development and any resulting
increase in LOS above and beyond the current LOS
required to meet the plan approved by the City.
66001(a)(4)
Demonstrate how there is a
reasonable relationship between
the need for the public facilities
and
the
type of development
project on which the Fee is
imposed.

The additional traffic volumes generated by new
development will
affect current congestion levels
.

New
local arterials
and other infrastructure
are
needed to mitigate the impacts of the increased traffic volumes. If the proposed projects are not constructed
in concert with new development, the City's
transportation
system will experience higher traffic
volumes
, increasing congestion to a level
well below
City standards.
66001(b)
Demonstrate a reasonable
relationship between the amount
of the Fee and
the
cost of the
public facility.

Project costs are allocated to new development based
on the percentage of
total traffic volume at build
-
out
generated by new development
. The specific fee
imposed on
various land uses is based on the relative
trip
-
generation rate
compared to
that of a residential
unit (the baseline rate,
or EDU factor).

Identification of the facilities to be financed is a critical component of any DIF
program. In the broadest sense, the purpose of impact fees is to protect public health, safety, and
general
welfare by providing adequate public facilities
.

Notably,
for
Local
Arterial
Facilities, the City provided DTA with
the list of Future Facilities to
be included in the Fee Study (the “Needs List”).

Please refer to Section V for details
on the Needs List.

Table
59 below
summarizes
the
Local Arterials
Needs List
. The facilities presented
below
are based on estimates provided by the City.
59 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
59 : Local Arterial
Facilities
Costs
Local Arterials Facilities
Facility Cost
Alder Ave
-
from 650 feet north of Miller Ave to Miller Ave
$338,000
Alder Ave
-
from 460 feet south of Marygold Ave to Valley Blvd (West Side)
$405,600
Fontana Ave from Merrill Ave to Randall Ave
$5,168,000
Fontana Ave from Poplar Ave to San Bernardino Ave
$3,600,000
Fontana Ave from San Bernardino Ave to Valley Ave
$4,586,000
Knox Ave
-
from Sierra Lakes Pkwy to S. Highland Ave
$2,448,000
Locust Ave
-
from San Jacinto to 320 feet north of Miller Ave
$496,400
Locust Ave
-
from Miller Ave to Foothill Blvd
$1,346,400
Locust Ave
-
from Foothill Blvd to 275 feet north of PE Trail
$3,300,000
Locust Ave
-
from Arrow Blvd to Metrolink RR
$1,950,000
Locust Ave
-
from Metrolink RR to Merrill Ave
$770,000
Locust Ave
-
from Merrill Ave to Randall Ave
$4,080,000
Miller Ave
-
Date Ave to Cypress Ave
$306,000
Miller Ave
-
230 feet west of Laurel Ave to Laurel Ave
$156,400
Miller Ave
-
150 feet east of Laurel Ave to Texas Way
$210,000
Miller Ave
-
Locust Ave to Maple Ave
$980,000
Randall Ave. from Lime Ave. to Fontana Ave.
$2,590,000
Randall Ave from Laurel Ave to Locust Ave (North side)
$1,280,000
Randall Ave from 650 feet east of Locust Ave to Maple Ave (North side) $650,000
Valley Blvd. Banana to Almond
$1,088,000
Transportation Facilities Subtotal
$35,748,800
Offsetting Revenue
$97,229
Total
$35,651,571
G.2
Offsetting Revenues
According to
City Staff, offsetting revenues need to be considered in total for the Local Arterials Facilities calculation
. As of the end of
September 2025
, the City had
$
97,229
in its current
Local Arterials
Facilities
account that needed to be subtracted
from the
total facilities cost,
as indicated in
Table
59 above.

G.3
LOS
As stated earlier in Section III, in September of 2021
, the Governor of California
signed AB
602,
which provides new statewide requirements for local jurisdictions seeking to impose
DIFs
on development projects. Among these new requirements
is that
, when applicable, a Nexus study shall identify the existing LOS
for each public
facility, identify the proposed new
LOS
, and explain
why the new
LOS
is necessary.

LOS
for streets and intersections is commonly defined in terms of LOS categories A through F as defined in the Highway Capacity Manual published by the Transportation Research Board
. LOS is a qualitative description of traffic flow based 60 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
on several factors
, including
speed, travel time, delay
,
and freedom to maneuver. Six
levels of LOS are typically defined, ranging from LOS A , representing completely free
-
flow conditions, to LOS F, representing breakdown in flow resulting in stop -
and
-
go
conditions. LOS E represented operations at or near capacity, an unstable level where vehicles
operate with the minimum spacing required to maintain
uniform flow.

The City’s
Local Arterials
facilities
built to date are consistent with the existing
LOS
required by the City to meet
population needs
.

The list of projects to be built by the
City (
presented in detail in Appendix B of this Fee Study) outlines the planned facilities necessary to provide required services to the City and the criteria used to design a system
to serve both existing and future development. The portion of the fee associated with existing transportation facilities
reflects the current
LOS
that
would be applied to new development. Notably, the future facilities have been identified by the City (
in its Capital Improvement Plan) as necessary to serve both new and existing development; therefore, any increase in the LOS
beyond the
current level would be required to meet the City
-
approved plan
.

G.4
Calculation
Methodology
Local Arterials
Fees were calculated for each of the
three
(
3 ) land use categories
based on the number of
ADT.

ADTs are published by the ITE
Trip
Generation Manual
,
1 1
th
Edition. The ADT generation rates are per dwelling unit (for residential units), per 1,000 square feet of building area for each category of non -
residential
development, and per room for hotels. Per the ITE, a trip or trip end is a single , one
-
directional
movement of a person or vehicle
in which either the origin or the
destination is entered or exited.
inside a study site. In technical terms, a trip has an origin and a destination at its respective ends (known as trip ends). Each trip end is part of a
trip. For trip site generation, the focus is
on the trips entering and exiting
a
single site. Specifically, ADTs are the total number of trips, both inbound and outbound,
generated by a particular use or development within a 24 -
hour weekday
period
.

All
proposed
Local
Arterial
facilities were sized to meet the needs of both existing and future residents and employees.

Therefore, the costs of these facilities have
been allocated between existing
and new development based on their respective
percentages
of buil
d
-
out E
B
Us.

As illustrated
in
Table 6
0 below,

73.70 % of the costs
will be allocated to existing development, and

26.30 %
to new development.

Based
on this allocation between new and existing development, $
9,376,253
of
the
$
26,274,318
in
Local Art
erial
facilities costs would be
funded
by
the Fee imposed on
new development.

The remaining amount must be funded through other sources to be determined by the City.
61 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
60 : Local Arterials
Facilities Cost Allocation Summary
Development Type
ADTs (EBUs)
Percentage Allocated
Facility Cost Allocation
Existing Development
910,344

73.70 %
$
26,275,318
New Development
324,853
26,30
%
$
9,376,253
Total
1,
235,197
100.00%
$35,651,571
To calculate the Fee
s
, DTA determined the number of
AD
Ts expected through 204
4 based on the expected residential and non
-
residential growth in the City. The
analysis estimates that
up to 464,956 additional ADTs would be generated by land -
use
growth, as detailed in
Table
6 1
below.

Table
61 : Local Arterials
Number of Trip Calculations
Land Use Type
Projected
Development
(Units)
Projected
Development
(Sq. Ft.)
ADT
Generation
Rate
1 Total
ADTs
(EBUs)
2 Residential
20,462

5.64 115,406
Commercial
6,893,730

15.28 105,319
Industrial
20,599,049

5.06 104,128
Total
324,853
Note
s
:

1. Projected
AD
Ts per unit for residential and per 1,000 Square Feet for non -
residential.

2. Numbers may not sum due to rounding.

Table
6 2
, presented below, summarizes the cost per ADT, calculated by dividing the cost of new development ($
9,376,253
) by the number of ADTs
generated by new
development (
324,853
).

When accounting for the
324,853
planned ADTs in the City,
the cost per PHT totals $
2 9
as shown in the table below.

Th
e cost per ADT of $
2 9
was then applied to the various land uses and their respective ADT
trip generation
rates to determine the proposed
Fee
.

Table
62 : Local Arterials Cost per EBU
1 Proposed Facilities Costs
Total
Cost
Allocated to
New Development
$
9,376,253
Total
ADTs
Added by New Development
324,853
D
IF Cost Per
ADT
$2
9 Note
:

1. Numbers may not sum due to rounding.

62 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
G.5
Local Arterials
Facilities
Fee Calculation
As
discussed in Section III, per the directive of AB 602,
for housing development
projects, nexus studies adopted after July 1, 2022, will no longer be on a per
-
unit
basis, but will be calculated based on
square footage
of proposed units of the
development, unless the local agency demonstrates that
another metric is more
appropriate
.

The Fee per sq. ft. was determined
by
multiplying the cost per EDU of $
2 9
by the total
number of residential EBUs (115,406), resulting in the total amount funded from residential property of $
3,330,965
. This result was then divided by the total
anticipated residential square
footage of 39,912,787
, yielding
a
per
-
square
-
foot fee
of $

0.0 8
.

Details of this calculation are shown in the table below.

Table
63 : Residential Local Arterials Costs Financed by
Fee
s
per Land Use Category
1 Land Use Type
ADT
s per Unit
Number of
Projected
Units
Calculation
Total EDUs
Residential

5.64 20,462
115,406
Total
Residential
20,462
[a]
115,406
Total Cost per EDU
[b]
$
2 9
Total Fees
[c] = [a] x [b]
$
3,330,965
Total Residential Sq. Ft.
[d]
39,912,787
Total Cost per Residential Sq. Ft.
[e] =
[c]
/
[d]
$

0.0 8
Note
:

1. Numbers may not sum due to rounding.

Similarly, t
he
non
-
residential f
ee per
s
q.
f
t. was
calculated by multiplying the cost per
EBU ($2
9 ) by the total number of non
-
residential EBUs applicable to each land
-
use
type.

The table below summarizes the Fee amounts per sq. ft. and the total cost financed by Fees imposed on non
-
residential land uses.

Table
64 : Non
-
Residential Local Arterials
Facilities
Costs Financed by Land Use Category
1 Land Use Type
E
B
Us per
Non
-
Res.

Sq. Ft.
1 Non
-
Residential
Fee
per 1,000 SF.

Number of
Projected
Non
-
Res. SF
Costs Financed
by Fees

[a]
[b]
= [a] x EBU
[c]
[e] = [c] x [b]
Commercial

15.28 $
441
6,893,730
$
30,039,829
Industrial

5.06 $1
46 20,599,049
$
3,005,459
Total
$
6,045,288
Note
:

1. Numbers may not sum due to rounding.
63 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
G.6
Proposed Fees
A summary of the proposed
Local Arterial Facilities Fee
is
presented in
Table
6 5
below. The Fees recommended
in this Fee Study reflect the maximum justifiable Fee
level that the City may impose on new residential and non -
residential development
under the statutory requirements of Government Code Section 66000 et seq
.

Local
Arterials
Facilities DIFs for residential
and non
-
residential
development (using a per
square foot metric)
are
summarized in
Tables
6 5
and
6 6
below
.

Table
65 : Local Arterials
Facilities
Costs Financed by
Fee
s
Summary
per Land Use Category
Land Use Type
Residential
Fee per
Sq. Ft./
per 1,000
Non
-
Res.

Sq. Ft.

Number of
Projected
Units /
Non
-
Res.

Sq. Ft
Costs Financed by
Fees
Residential
$0.0
8 20,462
$2,
967,330
Commercial
$
441
6,893,730
$
3,039,829
Industrial
$
146
20,599,049
$
3,005,459
Total
$
9,012,618

Table
66 : Local Arterials Median Fee Summary
Land Use
Fees
Residential
(Per Sq.

F
t.)
$0.0
8 Commercial (Per
Sf. Ft.
)
$0.4
4 Industrial (Per
Sf. Ft.
)
$0.1
5 G.7
DIF Annual Cost Escalation Recommendations
The fees recommended within this Fee Study reflect the maximum justifiable fee level that may be imposed on
new
development
under the statutory requirements
of Government Code Section 66000
et. seq
.

64 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
H
Active Transportation Plan
H.1
Active Transportation Plan
Facilities (Nexus Requirement AB 1600)
The
City’s goal
is
to
improve
the
street
s
on a prioritized list
over the build
-
out
horizon.

Improvements for e
ach street will
focus
on
the Active
T
ransportation Plan
.

The Active Transportation Plan
, released in 2017, is a Citywide plan that provides a
clear and comprehensive framework for new, safer connectivity for non -
motorized
transportation, such as walking, bicycling, transit, and other rolling devices, throughout the City.

This
additional infrastructure support
is
necessary to provide
safe and efficient
non
-
motorized
access throughout the City.

The proposed
DIF
is
to help meet the
transportation
demand of new development through 204
4 . The
City identified the need
for the
Active Transportation
infrastructure and equipment,
as
described
in
Table
6 7
below.

The
D
IF will provide
the City with revenue to acquire, install, and construct the necessary active transportation facilities,
thereby preserving the quality of life in the
City and protecting
the health, safety, and welfare of
existing and future residents
and employees.

The table below
illustrates how the
Active Transportation
fee will meet the
requirements of AB 1600
regarding
use of fees, type of development funded or
partially funded by the Fee revenue, reasonable relationship to the need for facilities, and proportionality requirements
.

65 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
67 :

Active Transportation Plan
Facilities Nexus Requirement
AB 1600 Code
Section
Description
Justification
66001(a)(1)
Identify the purpose of the Fee.

Provide a revenue source that will provide funds to
construct
active
transportation projects
,
including
interchange
improvements, and other infrastructure
that will mitigate the impacts of new development on
the City's
transportation
system.
66001(a)(2)
Identify the use to which the Fee
is to be put.

Fund or partially fund the construction of
active
transportation
and other infrastructure
p
rojects within
the City limits.
66001(a)(3)
Demonstrate how there is a
reasonable relationship between
the Fee’s use and
the
type of
development project on which
the fee is imposed.

New residential and non
-
residential development will
generate additional traffic on City streets. The Fee
revenue will be used to construct new transportation
projects
for new residents and employees
. A Fee
imposed on new residential and non
-
residential
development is a reasonable
means of mitigating the
impacts of such development and any resulting
increase in LOS,
above and beyond the current LOS
required to meet the plan approved by the City.
66001(a)(4)
Demonstrate how there is a
reasonable relationship between
the need for the public facilities
and
the
type of development
project on which the Fee is
imposed.

The additional traffic volumes generated by
the
new
development will
affect current congestion levels
.

New
active transportation
and other infrastructure
are
needed to mitigate the
impact
of the increased traffic
volumes. If the proposed projects are not constructed
in concert with new development, the City's
transportation
system will experience higher traffic
volumes
, increasing congestion to a level
well below
City standards.
66001(b)
Demonstrate a reasonable
relationship between the amount
of the Fee and
the
cost of the
public facility.

Identification of the facilities to be financed is a critical component of any DIF
program. In the broadest sense, the purpose of impact fees is to protect public health, safety, and
general
welfare by providing adequate public facilities
.

Notably,
for
the Active Transportation
Facilities, the City provided DTA with
the list of Future
Facilities to be included in the Fee Study (the “Needs List”).

Please refer to Section V
for details on the Needs List.

Table
6 8
below
summarizes
the
Active Transportation
Needs List
. The facilities
presented
below
are based on estimates provided by the City.
66 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
68 : Active Transportation Plan
Facilities
Costs
Active Transportation
Facilities
Facility Cost
Class I Shared
-
Use Path
$85,279,551
Class II Bike Lanes
$8,419,984
Class IV Separated Bikeway Construction
$1,329,185
Transportation
Facilities Subtotal
$95,028,721
Offsetting Revenue
$173,776
Total
$94,854,945
H.2
Offsetting Revenues
According to
City Staff, offsetting revenues need to be considered in the total for the Active Transportation Facilities calculation
. As of the end of
September 2025
, the
City had
$
173,776
in its current
Active Transportation
Facilities
account that needed
to be subtracted from
the
cost total
as indicated in
Table
6 8
above.

H.3
LOS
As stated earlier in Section III, in September of 2021
, the Governor of California
signed AB
602,
which provides new statewide requirements for local jurisdictions seeking to impose
DIFs
on development projects. Among these new requirements
is that
, when applicable, a Nexus study shall identify the existing LOS
for each public
facility, identify the proposed new
LOS
, and explain
why the new
LOS
is necessary.

The City’s
Active Transportation
facilities,
built to date
,
are consistent with the
existing
LOS
required by the City to meet
the
needs of the population.

The list of
projects to be built by the City (and presented in detail in Appendix B
to this
Fee
Study) details the planned facilities necessary to provide required services to the City and
outlines the criteria used to design a system needed to serve both existing and future development. The portion of the fee associated with existing Active
T
ransportat
ion facilities
reflects the current
LOS
that
would be applied to new
development. Notably, the future facilities have been identified by the City ( in its
Capital Improvement Plan) as necessary to serve both new and existing development; therefore, any increase in the
LOS
beyond the current level would be
required to meet the City
-
approved plan
.

H.4
Calculation
Methodology
Local
Active Transportation fees
were calculated for each of the
three
(
3 ) land use
categories based on the number o
f
ADTs.

ADTs are published by the ITE
Trip
Generation Manual,
1 1
th
Edition. The ADT generation rates are per dwelling unit (for residential units),
and daily trip generation is per 1,000
square feet of building area
for each category of non
-
residential
development
.

Per the ITE, a trip or trip end is a
single
, one
-
directional
movement of a person or vehicle
in which either the origin
67 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
or the destination
is entered or exited
. In technical terms, a trip has an origin and a
destination at its respective ends (known as trip ends). Each trip end is part of a trip.

For trip site generation, the focus is
on the trips entering and exiting
a single site.

Specifically, ADTs are the total number of trips, both inbound and outbound, generated by a particular use or development within a 24 -
hour weekday period
.

All
proposed
Active Transportation
facilities were
designed
to meet the needs of both
existing and future residents and employees.

Therefore, the costs of these facilities
have been allocated between existing
and new development based on their
respective percentages
of buil
d
-
out E
B
Us.

As illustrated
in
Table
69 below,

73.70 %
of the costs will be allocated to existing development, and

26.30 %
to new
development.

Based on this allocation between new and existing development, $
24,946,558
of
the
$
94,
854,945
in
Active Transportation
facilities costs would be
funded
by
the Fee imposed on
new development.

The remaining amount must be
funded through other sources to be determined by the City.

Table
69 : Active Transportation Plan
Cost Allocation Summary
Development Type
ADTs (EBUs)
Percentage Allocated
Facility Cost Allocation
Existing Development
910,344

73.70 %
$
69,908,387
New Development
324,853

26.30 %
$
24,946,558
Total
1,235,197
100.00%
$
94,854,945
To calculate the Fee
s
, DTA determined the number of
AD
Ts expected through 204
4 based on the expected residential and non
-
residential growth in the City. The
analysis estimates that
up to
324,853
additional ADTs would be generated by land
-
use
growth, as detailed in
Table
7 0
below.

Table
70 : Active Transportation
Number of Trip Calculations
Land Use Type
Projected
Development
(Units)
Projected
Development
(Sq. Ft.)
ADT
Generation
Rate
1 Total
ADTs
(EBUs)
2 Residential
20,462

5.64 115,406
Commercial
6,893,730

15.28 105,319
Industrial
20,599,049

5.06 104,128
Total
324,853
Note
s
:
1 Projected ADTs per unit for residential and per 1,000 Square Feet for non -
residential.
2 Numbers may not sum due to rounding.

Table
7 1
, presented below, summarizes the cost per ADT, calculated by dividing the cost of new development ($
24,946,558
) by the number of ADTs
generated by new
development (
324,853
).

When accounting for the
City's planned
324,853
ADTs, the
cost per ADT is $
77 ,
as shown in the table below.

Th
e cost per ADT of $
77 was then
68 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
applied to the various land uses and their respective
ADT
trip generation rates to
determine the proposed
Fee
.

Table
71 : Active Transportation Cost per EBU
1 Proposed Facilities Costs
Total
Cost
Allocated to
New Development
$
24,946,558
Total
ADTs
Added by New Development
324,853
D
IF Cost Per
ADT
$
77 Note
:

1. Numbers may not sum due to rounding.

H.5
Active Transportation
Facilities
Fee Calculation
As
discussed in Section III, per the directive of AB 602,
for housing development
projects, nexus studies adopted after July 1, 2022, will no longer be on a per
-
unit
basis, but will be calculated based on
square footage
of proposed units of the
development, unless the local agency demonstrates that
another metric is more
appropriate
.

The Fee per sq. ft. was determined by multiplying the cost per EDU of $ 77 by the total
number of residential EBUs (115,406), resulting in the total amount funded from residential property of $
8,862,401
. This result was then divided by the total
anticipated residential square
footage of 39,912,787
, yielding
a
per
-
square
-
foot fee
of $

0. 2
2 .

Details of this calculation are shown in
Ta
ble
7 2
below.

Table
72 : Residential Active Transportation Plan Costs Financed by Fee
s
per Land Use
Category
1 Land Use Type
ADT
s per Unit
Number of
Projected
Units
Calculation
Total EDUs
Residential

5.64 20,462
115,406
Total
Residential
20,462
[a]
115,406
Total Cost per EDU
[b]
$
77 Total Fees
[c] = [a] x [b]
$
8,862,401
Total Residential Sq. Ft.
[d]
39,912,787
Total Cost per Residential Sq. Ft.
[e] =
[c]
/
[d]
$

0.2 2
Note
:

1. Numbers may not sum due to rounding.

Similarly, t
he
non
-
residential f
ee per
s
q.
f
t. was
calculated by multiplying the cost per
EBU ($
77 ) by the total number of non
-
residential EBUs applicable to each land
-
use
type. The table below summarizes the Fee amounts per sq. ft. and the total cost financed by Fees imposed on non
-
residential land uses.
69 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
73 : Non
-
Residential Active Transportation Plan
Facilities
Costs Financed by Land Use
Category
1 Land Use Type
E
B
Us per
Non
-
Res.

Sq. Ft.
1 Non
-
Residential
Fee
per 1,000 SF.

Number of
Projected
Non
-
Res. SF
Costs Financed
by Fees

[a]
[b]
= [a] x
$77
[c]
[e] = [c] x [b]
Commercial

15.28 $1,
173
6,893,730
$
8,087,800
Industrial

5.06 $
388
20,599,049
$
7,996,357
Total
$
16,084,157
Note
:

1. Numbers may not sum due to rounding.

H.6
Proposed Fees
A summary of the proposed
calculation of the Active Transportation Facilities Fee is
presented in
Table
7 4
below. The Fees recommended
in this Fee Study reflect the
maximum justifiable Fee level that the City may impose on new residential and non -
residential development
, subject to
the statutory requirements of Government Code
Section 66000 et
seq
.

Table
74 : Active Transportation Plan
Facilities
Costs Financed by
Fee
s
Summary
per Land Use
Category
Land Use Type
Residential
Fee per
Sq. Ft./
per 1,000
Non
-
Res.

Sq. Ft.

Number of
Projected
Units /
Non
-
Res.

Sq. Ft
Costs Financed by
Fees
Residential
$0.2
2 20,462
$
8,862,401
Commercial
$1,
173
6,893,730
$
8,087,800
Industrial
$349
20,599,049
$
7,996,357
Total
$
24,946,558
Active Transportation Facilities DIFs for residential and non -
residential development
(using a per square foot metric)
are
summarized in
Table 7
5 below
Table
75 : Active Transportation Plan Fee Summary
Land Use
Fees
Residential
(Per Sq.

F
t.)
$0.2
2 Commercial (Per
Sf. Ft.
)
$1.
17 Industrial (Per
Sf. Ft.
)
$0.3
9 H.7
DIF Annual Cost Escalation Recommendations
The fees recommended within this Fee Study reflect the maximum justifiable fee level that may be imposed on
new
development
under the statutory requirements
of Government Code Section 66000
et. seq
.

As the DIFs proposed in this Fee Study
70 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
are based on Facilities costs in 202
5 dollars, it is appropriate for the City to apply an
annual escalator to these fee levels to account for inflation in acquisition and construction costs. DTA further recommends that, after adoption, the above impact fees be reviewed
annually and include a provision for an
adjustment based on the
current CCCI. This construction cost index is based
on the average of the BCI cost
indices
for Los Angeles
,
as produced by ENR.

71 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
I
Traffic Signals
I.1
Traffic Signal
Facilities (Nexus Requirement AB 1600)
The
City’s goal
is
to
improve
the
street
s
on a prioritized list
over the build
-
out
horizon.

Improvements for e
ach street will
focus
on the Active Transportation Plan.

The Active Transportation Plan, released in 2017, is a Citywide plan that provides a clear and comprehensive framework for new, safer connectivity for non -
motorized
transportation, such as walking, bicycling, transit, and other rolling devices, throughout the City.

This
additional infrastructure support
is
necessary to provide
safe and effici
ent
non
-
motorized
access throughout the City.

The proposed
DIF
is
to help meet the
transportation
demand of new development through 204
4 . The
City identified the need for the
Traffic Signal
infrastructure and equipment, as
described
in
Table
76 below.

The
D
IF will provide
the City with revenue to acquire, install, and construct the necessary
Traffic Signal
facilities, thereby preserving the quality of life in the City and protecting the health, safety, and welfare of
existing and future residents and
employees.

The table below
illustrates how the
Traffic Signal Facilities
fee will meet the
requirements of AB 1600 regarding use of fees, type of development funded or partially funded by the Fee revenue, reasonable relationship to the need for facilities, and proportionality requirements
.

72 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
76 : Traffic Sign
al
Facilities Nexus Requirement
AB 1600 Code
Section
Description
Justification
66001(a)(1)
Identify the purpose of the Fee.

Provide a revenue source that will provide funds to
construct
Traffic Signal Facilities
projects
,
including
interchange
improvements, and other infrastructure
that will mitigate the impacts of new development on
the City's
transportation
system.
66001(a)(2)
Identify the use to which the Fee
is to be put.

Fund or partially fund the construction of
Traffic
Signal Facilities
and other infrastructure
p
rojects
within the City limits.
66001(a)(3)
Demonstrate how there is a
reasonable relationship between
the Fee’s use and
the
type of
development project on which
the fee is imposed.

New residential and non
-
residential development will
generate additional traffic on City streets. The Fee
revenue will be used to construct new
Traffic Signal
Facilities
for new residents and employees
. A Fee
imposed on new residential and non
-
residential
development is a reasonable
means of mitigating the
impacts of such development and any resulting
increase in LOS, above and beyond the current LOS
required to meet the plan approved by the City.
66001(a)(4)
Demonstrate how there is a
reasonable relationship between
the need for the public facilities
and
the
type of development
project on which the Fee is
imposed.

The additional traffic volumes generated by
the
new
development will
affect current congestion levels
.

New
Traffic Signal Facilities
are needed to mitigate the
impact of the increased traffic volumes. If the
proposed projects are not constructed in concert with
new development, the City's
transportation
system
will experience higher traffic volumes
, increasing
congestion to a level
well below City standards.
66001(b)
Demonstrate a reasonable
relationship between the
Fee
amount
and
the
cost of the
public facility.

Identification of the facilities to be financed is a critical component of any DIF
program. In the broadest sense, the purpose of impact fees is to protect public health, safety, and
general
welfare by providing adequate public facilities
.

Notably,
for the
Traffic Signal
Facilities, the City provided DTA with
the list of Future Facilities
to be included in the Fee Study (the “Needs List”).

Please refer to Section V for details
on the Needs List.

Table
77 below
summarizes the
Traffic Signal Facilties
Needs List
. The facilities
presented
below
are based on estimates provided by the City.
73 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
77 :

Traffic Signal
Facilities
Costs
Traffic Signal
Facilities
Facility Cost
Traffic Signals
$
43,000,000
Traffic Signal
Facilities Subtotal
$
43,000,000
Offsetting Revenue
$
45,315
Total
$
42,954,685
I.2
Offsetting Revenues
According to
City Staff, offsetting revenues need to be considered in the total for the Traffic Signal
Facilities calculation
. As of the end of
September 2025
, the City had
$
45,315
in its current
Traffic Signal
Facilities
account that needed to be subtracted
from the cost total
as indicated in
Table
77 above.

I.3
LOS
As stated earlier in Section III, in September of 2021
, the Governor of California
signed AB
602,
which provides new statewide requirements for local jurisdictions seeking to impose
DIFs
on development projects. Among these new requirements
is that
, when applicable, a Nexus study shall identify the existing LOS for each public facility, identify the proposed new LOS, and explain
why the new
LOS
is necessary.

The City’s
Traffic Signal f
acilities,
built to date, are consistent with the existing LOS
required by the City to meet
population needs
.

The list of projects to be built by the
City (
presented in detail in Appendix B of this Fee Study) outlines the planned facilities necessary to provide required services to the City and the criteria used to design a system
to serve both existing and future development. The portion of the fee associated with existing
Traffic Signal
facilities
reflects the current LOS that
would be applied to new development. Notably, the future facilities have been identified by the City (
in its Capital Improvement Plan) as necessary to serve both new and existing development; therefore, any increase in the LOS beyond the current level would be required to meet the City
-
approved plan
.

I.4
Calculation
Methodology
Traffic Signal Facilities
fees
were calculated for each of the
three
(
3 ) land use
categories based on the number o
f ADTs.

ADTs are published by the ITE
Trip
Generation Manual,
1 1
th
Edition. The ADT generation rates are per dwelling unit (for residential units),
and daily trip generation is per 1,000 square feet of building area for each category of non
-
residential
development
.

Per the ITE, a trip or trip end is a
single
, one
-
directional movement of a person or vehicle in which either the origin or the des
tination is entered or exited
. In technical terms, a trip has an origin and a
destination at its respective ends (known as trip ends). Each trip end is part of a trip.

For trip site generation, the focus is
on the trips entering and exiting
a single site.
74 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Specifically, ADTs are the total number of trips, both inbound and outbound, generated by a particular use or development within a 24 -
hour weekday period
.

All
proposed
Traffic Signal
facilities were designed to meet the needs of both existing and future residents and employees.

Therefore, the costs of these facilities have
been allocated between existing
and new development based on their respective
percentages
of buil
d
-
out E
B
Us.

As illustrated
in
Table 69
below, 73.70% of the costs
will be allocated to existing development, and 26.30%
to new development.

Based
on this allocation between new and existing development, $
11,296,950
of
the
$
42,954,685
in
Traffic Signal
facilities costs would be
funded
by
the Fee imposed on
new development.

The remaining amount must be funded through other sources to be determined by the City.

Table
78 :

Traffic Signal Facilities
Cost Allocation Summary
Development Type
ADTs (EBUs)
Percentage Allocated
Facility Cost Allocation
Existing Development
910,344

73.70 %
$
31,657,735
New Development
324,853

26.30 %
$
11,296,950
Total
1,235,197
100.00%
$
42,954,685
To calculate the Fee
s
, DTA determined the number of
AD
Ts expected through 204
4 based on the expected residential and non
-
residential growth in the City. The
analysis estimates that
up to 324,853 additional ADTs would be generated by land -
use
growth, as detailed in
Table
7 9
below.

Table
76 :

Traffic Signal
Number of Trip Calculations
Land Use Type
Projected
Development
(Units)
Projected
Development
(Sq. Ft.)
ADT
Generation
Rate
1 Total
ADTs
(EBUs)
2 Residential
20,462

5.64 115,406
Commercial
6,893,730

15.28 105,319
Industrial
20,599,049

5.06 104,128
Total
324,853
Note
s
:
1 .

Projected ADTs per unit for residential and per 1,000 Square Feet for non -
residential.

2. Numbers may not sum due to rounding.

Table
80 , presented below, summarizes the cost per ADT, calculated by dividing the cost of new development ($
11,296,950
) by the number of ADTs generated by new
development (324,853).

When accounting for the City's planned 324,853 ADTs, the cost per ADT is $
35 , as shown in the table below.

Th
e cost per ADT of $
35 was then
applied to the various land uses and their respective
ADT
trip generation rates to
determine the proposed
Fee
.
75 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
80 :

Traffic Signal Facilities
Cost per EBU
1 Proposed Facilities Costs
Total
Cost
Allocated to
New Development
$
11,296,950
Total
ADTs
Added by New Development
324,853
D
IF Cost Per
ADT
$
35 Note
:

1. Numbers may not sum due to rounding.

I.5
Traffic Signal
Facilities
Fee Calculation
As
discussed in Section III, per the directive of AB 602,
for housing development
projects, nexus studies adopted after July 1, 2022, will no longer be on a per
-
unit
basis, but will be calculated based on
square footage
of proposed units of the
development, unless the local agency demonstrates that
another metric is more
appropriate
.

The Fee per sq. ft. was determined by multiplying the cost per EDU of $ 35 by the total
number of residential EBUs (115,406), resulting in the total amount funded from residential property of $
4,013,303
. This result was then divided by the total
anticipated residential square footage of 39,912,787, yielding a per -
square
-
foot fee
of $

0. 10
.

Details of this calculation are shown in
Table
81 below.

Table
81 : Residential
Traffic Signal Facilities
Costs Financed by
Fee
s
per Land Use Category
1 Land Use Type
ADT
s per Unit
Number of
Projected
Units
Calculation
Total EDUs
Residential

5.64 20,462
115,406
Total
Residential
20,462
[a]
115,406
Total Cost per EDU
[b]
$
35 Total Fees
[c] = [a] x [b]
$
4,013,303
Total Residential Sq. Ft.
[d]
39,912,787
Total Cost per Residential Sq. Ft.
[e] =
[c]
/
[d]
$

0. 10
Note
:

1. Numbers may not sum due to rounding.

Similarly, t
he
non
-
residential f
ee per
s
q.
f
t. was
calculated by multiplying the cost per
EBU ($77) by the total number of non
-
residential EBUs applicable to each land
-
use
type. The table below summarizes the Fee amounts per sq. ft. and the total cost financed by Fees imposed on non
-
residential land uses.
76 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
82 : Non
-
Residential
Traffic Signal
Facilities
Costs Financed by Land Use Category
1 Land Use Type
E
B
Us per
Non
-
Res.

Sq. Ft.
1 Non
-
Residential
Fee
per 1,000 SF.

Number of
Projected
Non
-
Res. SF
Costs Financed
by Fees

[a]
[b]
= [a] x $77
[c]
[e] = [c] x [b]
Commercial

15.28 $
513
6,893,730
$
3,622,528
Industrial

5.06 $
176
20,599,049
$
3,621,118
Total
$
7,283,647
Note
:

1. Numbers may not sum due to rounding.

I.6
Proposed Fees
A summary of the proposed
calculation of the
Traffic Signal f
acilities Fee is
presented
in
Table
83 below. The Fees recommended
in this Fee Study reflect the maximum
justifiable Fee level that the City may impose on new residential and non -
residential
development, subject to the statutory requirements of Government Code Section 66000 et
seq
.

Table
83 :

Traffic Signal
Facilities
Costs Financed by
Fee
s
Summary
per Land Use Category
Land Use Type
Residential
Fee per
Sq. Ft./
per 1,000
Non
-
Res.

Sq. Ft.

Number of
Projected
Units /
Non
-
Res.

Sq. Ft
Costs Financed by
Fees
Residential
$0.
10 20,462
$
4,013,303
Commercial
$
531
6,893,730
$
3,662,528
Industrial
$
176
20,599,049
$
3,621,118
Total
$
11,296,950
Traffic Signal
Facilities DIFs for residential and non
-
residential development (using a
per square foot metric)
are
summarized in
Table
84 below
Table
84 :

Traffic Signal Facilities
Fee Summary
Land Use
Fees
Residential
(Per Sq.

F
t.)
$0.
10 Commercial (Per
Sf. Ft.
)
$

0.53 Industrial (Per
Sf. Ft.
)
$0.
18 I.7
DIF Annual Cost Escalation Recommendations
The fees recommended within this Fee Study reflect the maximum justifiable fee level that may be imposed on
new
development
under the statutory requirements
of Government Code Section 66000
et. seq
.

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
construction costs. DTA further recommends that, after adoption, the above impact fees be reviewed
annually and include a provision for an
adjustment based on the
current CCCI. This construction cost index is based
on the average of the BCI cost
indices
for Los Angeles
,
as produced by ENR.

78 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
J
Sewer
DIF
s
J.1
Sewer
Facilities (Nexus Requirement AB 1600)
The Sewer Facilities
category
encompasses the facilities utilized by the City to deliver basic
sanitary sewer
services to residents and employees within the City
.

These
element
s
consist of downstream collectors
that convey wastewater from local
drainage areas, such as residential tracts and business parks, to county trunk sewer
lines and treatment facilities. These proposed facilities provide a Citywide benefit by
ensuring sufficient system
-
wide capacity to collect wastewater from new and
existing
developments
through
2040. This section of the
Fee S
tudy
considers
existing and future needs to accommodate City staf
f at build
-
out and to expand
City
sewer facilities.

To support
future development through General Plan build
-
out, the City has
identified the need
to combine projects
,
basins, and other facilities.

Table
7 6
below
illustrates how the Sewer Facilities Fee meet
s
the requirements of AB 1600
regarding
the use of the Fee,
the
types of development funded or partially funded by Fee
revenue, the reasonable relationship to the need for the facilities, and the proportionality requirements.

79 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
85 :

Sewer Facilities
AB 1600 Code
Section
Description
Justification
66001(a)(1)
Identify the purpose of the Fee.

Provide a revenue source to pay for
the
construction/expansion of sewer facilities such as trunk mains, basins, a
nd equipment that will mitigate the
impacts of new development on the City’s
Sewer
facilities.
66001(a)(2)
Identify the use to which the Fee
is to be put.

Revenue from this fee will be used to construct and
expand
/enhance
new sewer facilities
, such as landfill
flare modifications, trunk mains, basins, and
equipment
to provide general sewer collection and treatment
services.
66001(a)(3)
Demonstrate how there is a
reasonable relationship between
the Fee’s use and
the
type of
development project on which
the Fee is imposed.

New residential and non
-
residential developments will
generate additional residents and employees
, thereby
increasing
demand for Sewer facilities. Sewer Fees
collected from new development will be used
exclusively for construction
-
related costs associated
with these projects. Fees imposed on new residential
and non
-
residential development
are
a reasonable
means of mitigating the impacts of new development
and any resulting increase in LOS beyond the current
LOS
required to meet the plan approved by the Ci
ty.
66001(a)(4)
Demonstrate how there is a
reasonable relationship between
the need for the public facilities
and
the
type of development
project on which the Fee is
imposed.

New residential and non
-
residential development
in
the City’s Sewer Service Area will generate additional
residents and employees, who
will increase the need to
collect and treat sewage generated by such new
development. New sewer infrastructure
, such as trunk
mains, basins, and equipment, is
needed to collect and
treat sewer generated from new developments in the
City’s Sewer Service Area.
66001(b)
Demonstrate a reasonable
relationship between the
Fee
amount
and
the
cost of the public
facility.

The cost of the proposed facilities is based on
projected sewer generation from the various land uses.

The
fee for each land use is calculated based on
its
relative contribution
to the Citywide sewer flow
.

It’s important to note that for Sewer Facilities, the City provided DTA with the list of Future Facilities to be included in the Fee Study (the “Needs List”). Please refer to Section V for details on the Needs List.

Table
86 below summarizes the Needs List.

The facilities presented below are based on estimates provided by the City.

80 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
86 : Sewer Facilities Needs List
Sewer Facilities
Facility Cost
Diversion Structures
$
297,600
Pipelines
$
58,727,175
Lift Stations
$
11,625,000
Subtotal
$
70,649,775
Offsetting Revenues
$

0.00 Sewer Facilities Total
$
70,649,775
J.2
Offsetting Revenues
In calculating DIFs, it is important to consider any offsetting revenue in the total of
the Sewer facilities calculations
, as any existing account balance or other offsetting
revenue funds must be subtracted from the
facilities
cost total
.

Currently
, the City
h
as
$

0.00 in
its
Sewer Facilities
account
, which can be subtracted from the
total
facilities cost
,
as indicated in
Table
7 7
above.

J.3
LOS
As stated earlier in Section III, in September of 2021
, the Governor of California
signed AB
602,
which provides new statewide requirements for local jurisdictions seeking to impose
DIFs
on development projects. Among these new requirements
is that
, when applicable, a Nexus study shall identify the existing LOS
for each public
facility, identify the proposed new
LOS
, and explain
why the new
LOS
is necessary.

This section examines the
LOS
for water facilities, a system that encompasses several key consider
ations, including
water supply,
gallons per day,
water quality, storage
capacity, water pressure
,
and
citywide
reliability
.

The City’s latest Capital Improvement Plan update identifies and itemizes the
planned
sewer
facilities
necessary to accommodate new growth and provide
required service to the City.

J.4
Calculation Methodology
Sewer
generation is directly related to water demand. Interior water use (excluding
landscape irrigation, which is considered part
of water demand) generally accounts
for
half (and often more) of the total water demand for a residential unit.

Sewer
Fees
were calculated for each of the
three
(
3 ) land use categories based on wastewater
generation
measured in GPD; i.e., the EBU factor (see Section V) generated by each
land use. Total GPDs were calculated by applying these wastewater generation
rates
to the vario
us dwelling unit counts and non
-
residential square feet identified in the
demographics section of this Fee Study.

Calculations are presented in detail in
Appendix A
.

81 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
All proposed
sewer
facilities
will serve
both existing and future residents and
employees.

Therefore, the costs of these facilities are
typically
allocated between
existing
and new development based on their respective percentages of build
-
out
EBUs
.

All proposed sewer facilities were sized to meet the needs of both existing and future residents and employees. Therefore, the costs of these facilities have been allocated between existing and new development based on their respective percentages of buil
d
-
out EBUs. As illustrated in
Table 87
, below,

74.45 % of the costs will be allocated
to existing development, and

25.55 % to new development. Based on this allocation
between new and existing development, $18,054,029 of the $70,649,775 in sewer facilities
costs would be funded by the Fee imposed on new development. The remaining $52,595,746 must be funded through other sources to be determined by the City.

Table
87 : Sewer Facilities Cost Allocation Summary
Development Type
Percentage Allocated to New
Development
Facility Cost Allocation
Existing Development

74. 4
5%
$
52,595,746
New Development

25. 5
5%
$
18,054,029
Total
$
70,649,775
To determine the
Sewer
Fees, DTA calculated the number of
gallons per day (GPDs)
generated by sewer service through 2040,
based on anticipated
residential and non
-
residential growth in the City.

As shown in
Table
88 below, the analysis estimates
that
land
-
use
growth would generate
5,440,652
additional EDUs
.

This is presented
in detail in
Appendix
A
Table
88 : Sewer Generation by Land Use
1 Land Use
Sewer Generated
GPD
Unit Category
Units
/
Sq. Ft.

Total EDUs
Total Costs
Residential
208.81
Per Unit
4,272,684
$
14,178,293
Commercial

55.10 Per 1000
sq. ft.
6,893,730
379,820
$
1,260,378
Industrial

38.26 Per 1000
sq. ft.
20,599,049
788,148
$
2,615,358
Total
5,440,652
$
18,054,029
Table
8 9
below summarizes the cost per
$1,000
GPD
(note: per 1,000 GPD is used to
avoid rounding significant figures)
,
calculated by dividing the total cost
of new
development ($
18,054,029
)
by the number of GPDs generated by new development
(5,440,652) and multiplying by 1,000 GPD, resulting in a total of $3,318, as shown in the table below. This cost was then applied to the various land uses and their respective GPD generation rates to dete
rmine the proposed Fee.
82 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
89 : Sewer Cost per EBU
1 Proposed Facilities Costs
Calculation
Total
Cost Allocation to New Development
[a]
$18,054,029
Total GPDs added by New Development
[
b
]
$5,440,652
Multiplier
[
c
]
1,000
DIF Cost Per 1,000 GPDs
(
[a]
/[b]) x [c]
$3,318
Cost per EBU
[c]/1,000
$3.32
Note
:

1. Numbers may not sum due to rounding.

J.5
Sewer Fee Calculation
The Fee per sq. ft. was determined by first multiplying the cost per EBU of $3.32 by the total number of residential EBUs (4,272,684), resulting in the total amount funded from residential property of $14,178,293. This result was then divided by the total anticipated residential sq. ft. (39,912,787) to generate the Fee per sq. ft. of $0.36.

Details of this calculation are shown in the table below.

Table
90 : Residential Sewer
Facilities Costs Financed by Fees
Land Use Type
GPD
s per Unit
Number of
Projected
Units
Calculation
Total EDUs
Residential
208.81
20,462
4,272,684
Total
Residential
20,462
[a]
4,272,684
Total Cost per E
B
U
[b]
$

3.32 Total Fees
[c] = [a] x [b]
$
14,178,293
Total Residential Sq. Ft.
[d]
39,912,787
Total Cost per Residential Sq. Ft.
[e] =
[c]
/
[d]
$

0.36 Note
:

1. Numbers may not sum due to rounding.

Similarly, t
he
f
ee per
1,000 s
q.
f
t. was
calculated by multiplying the cost per EBU
($

3.32 ) by the total number of non
-
residential EBUs applicable to each land
-
use type.

The table below summarizes the Fee amounts per sq. ft. and the total cost financed by Fees imposed on non
-
residential land uses.

83 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table 91: Non
-
Residential Sewer Facilities Costs Financed by Fee Summary per Land Use Category
1 Land Use Type
E
B
Us per
1,000
Non
-
Res.

Sq. Ft.
1 Fee
per 1,000 SF.

Number of
Projected
Non
-
Res.

Sq. Ft.

Costs Financed
by Fees

[a]
[b]
= [a] x $3.32
[c]
[e] = [c] x [b]
Commercial
55 $182.83
6,893,730
$1,260,378
Industrial
38 $126.97
20,599,049
$2,615,358
Total
$
3,875,736
Note
:

1. Numbers may not sum due to rounding.

J.6
Proposed Fees
The proposed Sewer Fee amounts are summarized in
Table 92
below.

Table
77 : Non
-
Residential
Sewer DIF by Meter
1 Land Use Type
Residential Fee per Sq.

Ft./per 1,000 Non
-
Res.

Sq. Ft.

Number of Project Units
/ Non
-
Res. St. Ft.

Costs Financed by
Fees
Residential
$0.36
39,912,787
$14,178,293
Commercial
$182.83
6,893,730
$1,260,378
Industrial
$126.97
20,599,049
$2,615,358

Total
$18,054,029
Note
:

1. Numbers may not sum due to rounding.

Sewer Facilities DIFs for residential and non
-
residential development (using per sq foot metric are
summarized in Table 93 below.

Table
93 :

Sewer Facilities Fee Summary
Land Use
Costs
Financed by
Fees
Residential (Per Sq. Ft.)
$0.36
Commercial
(Per 1,000 Sq. Ft.
$0.18
Industrial (Per 1,000 Sq. Ft.
$013

84 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
J.7
DIF Annual Cost Escalation Recommendations
The fees recommended within this Fee Study reflect the maximum justifiable fee level that may be imposed on
new
development
under the statutory requirements
of Government Code Section 66000
et seq
.

As the DIFs proposed in this Fee Study
are based on Facilities costs in 202
5 dollars, it is appropriate for the City to apply an
annual escalator to these fee levels to account for inflation in acquisition and construction costs. DTA further recommends that, after adoption, the above impact fees be reviewed
annually and include a provision for an
adjustment based on the
current CCCI. This
CCI
is based
on the BCI average for Los Angeles, as reported
by
ENR.
85 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
K
Storm Drain Fees
K.1
Storm Drain Facilities (Nexus Requirement AB 1600)
The Storm Drain
Facilities element
will serve the residents of
the City by providing
infrastructure that ensures proper drainage in
areas susceptible to stormwater
runoff.

Storm Drain
F
acilities include those used by the City to provide storm drainage services to
residents and employees within the City's boundaries
. The
Storm Drain
Fee
will include
the facilities and expansion necessary to handle storm
drain runoff generated
by new development through build
-
out by the year 2040.

Table
94 below illustrates how the Storm Drain Facilities Fee meets the requirements
of AB 1600
regarding the use of the Fee, the types of development funded or partially funded by
Fee revenue, the
reasonable relationship to the need for the facilities, and proportionality requirements.

86 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
78 :

Storm Drain Facilities Nexus Requirement
AB 1600 Code
Section
Description
Justification
66001(a)(1)
Identify the purpose of the Fee.

Provide a revenue source that will provide funds to
construct and expand
/enhance
storm drain improvements
that will mitigate the impacts of new development on the City's storm drain system.
66001(a)(2)
Identify the use to which the
Fee is to be put.

Fund or partially fund the construction and expansion of storm basins
, laterals, tributary drains,
and related projects
within the City limits.
66001(a)(3)
Demonstrate how there is a
reasonable relationship
between the Fee’s use and
the
type of development project
on which the fee is imposed.

New residential and non
-
residential development will
increase
the City's storm drain needs
. The Fee revenue will
be used to construct and expand storm drain basins
,
laterals, tributary drains
,
and related improvements. Storm
D
rain fees collected from new development will be used
exclusively for construction
-
related costs associated with
these projects
.

Fees imposed on new residential and non
-
residential development
are
a reasonable
means of
mitigating the impacts of such development and any
resulting inc
rease in LOS beyond the current LOS
required
to meet the plan
s
approved by the City.
66001(a)(4)
Demonstrate how there is a
reasonable relationship
between the need for the
public facilities and
the
type of
development project on which
the Fee is imposed.

Storm Drain Fee revenue will go towards new facilities and improvements necessary to
mitigate
storm drain runoff
from
new development. The construction and expansion
of storm drain basins, laterals, tributary drains, and related improvements are
needed to ensure proper drainage of
stormwater runoff and
protect
the City
from flooding
.
66001(b)
Demonstrate a reasonable
relationship between the
amount of the Fee and
the
cost
of the public facility.

Project costs are allocated to new development based on the
stormwater
and impervious runoff generated per acre
.

The specific Fee imposed on
various land uses is based on
stormwater runoff coefficients relative
to a residential unit
(baseline rate or EDU factor).

For Storm Drain Facilities, the City has provided DTA with the list of Future Facilities to be included in the Fee Study (the “Needs List”). Please refer to Section V for details on the Needs List.

Table
95 below
summarizes
the Needs List. The
facility
costs
presented below are based on estimates provided by the City.

87 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
95 :

Storm Drain Facilities
Costs
Storm Drain Facilities
Facility Cost
AOS 1
$898,928,000
AOS 2
$131,702,000
AOS 3
$137,433,000
Storm Drain Facilities Subtotal
$1,168,063,000
Offsetting Revenues
$13,869,013
Storm Drain Facilities Total
$1,154,193,987
K.2
Offsetting Revenues
In calculating DIFs, it is important to consider any offsetting revenue in the City Storm Drain
calculations total, as any existing account balance or other offsetting revenue funds must be subtracted from the
facilities
cost total.

Currently, there is
a
balance
of $13,869,013
in
the Storm Drain Facilities
account
to subtract
from the
total
facilities cost, as indicated in
Table
95 above.

K.3
LOS
As stated earlier in Section III, in September of 2021
, the Governor of California
signed AB
602,
which provides new statewide requirements for local jurisdictions seeking to impose
DIFs
on development projects. Among these new requirements
is that
, when applicable, a Nexus study shall identify the existing LOS
for each public
facility, identify the proposed new
LOS
, and explain
why the new
LOS
is necessary.

This section
examines the
LOS
for Storm Drain facilities to ensure sufficient system
-
wide capacity
to direct storm drain runoff at storm recurrence intervals as dictated by City policy, from both
new and existing
developments
.

Although the Storm Drain facilities fee is a plan
-
based calculation, the
list of projects
to be built by the City (and presented in detail in
Appendix
B
to this
Fee
Study) details
the planned facilities necessary to provide required services to the City, and it also outlines the criteria used to design a system needed to serve both existing and future development. The portion of the fee associated with existing Storm Drain
facilities
represents the current
LOS
,
which would be applied to new
developments
. Notably,
the future facilities have been identified by the City ( in its Capital Improvement Plan)
as necessary to serve both new and existing development; therefore, any increase in
the
LOS
beyond the current level would be required to meet the City -
approved plan
.

K.4
Calculation Methodology
Storm Drain
Fees were calculated for each of the
three
(
3 ) land use categories based
on the
runoff rates, measured in terms
of the relative contribution of runoff
(i.e., the
EBU factor
-
see Section V)
generated by each land use.

Specifically,
t
he reasonable
relationship used to allocate storm drain costs
among existing, converted use, and
future development is based on
relative runoff contribution.

The Rational M
ethod of
computing runoff rates was used in the form of Q = C x I x A ,
where “Q” is equal to
88 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
runoff volume, “C” is the ratio of area to total area studied, “I” is rainfall intensity ,
and
“A” is Area, in acres of the
Fee S
tudy area. A runoff factor, “C” of 1.00, indicates a
totally site, where every drop of rain would find its way to the public streets as runoff.

However, it can be shown that only the relative
contribution of runoff needs to be
considered
when computing runoff (Q/A), using only the runoff factor and acreage .

This is the assumption used in this calculation.

Total
Runoff was
calculated by applying these
runoff factors
to the
estimated
acreage attributable to the
various dwelling unit counts and non
-
residential square
feet identified in the demographics
section of this
Fee Study
.

As discussed in
Section
V, runoff factors per acre
for residential units and
non
-
residential
development are based on guidelines provided by the City Staff and from the 2020
Cal Trans Design Highway Design Manual Chapter 810
Hydrology
,
and
reviewed with
City staff. In addition, runoff factors were taken from the Municipal Separate Storm
Sewer System (MS4) guidelines
.

All
proposed Storm Drain
facilities were sized to meet the needs of both existing and future residents and employees.

Therefore, the costs of these facilities have been
allocated between existing
and new development based on their respective
percentages
of buil
d
-
out E
B
Us.

As illustrated in
Table
96 below
,
based on the
allocation
of
6,802
existing runoff EBUs and
1,934
new development EBUs,

75.77 % of
costs will be allocated to existing development and

22.14 %
to new development.

Based on this allocation be
tween new and existing development,
$
255,556,461
of the
$
1,154,193,987
in Storm Drain facilities costs would be funded by the Fee imposed on new development. The remaining $
898,637,526
must be funded through other
sources to be determined by the City
Table
96 : Storm Drain
Facilities Cost Allocation Summary
1 Development Type
Allocation by
Total Unit
Runoff (EBUs)
Percentage Allocations
Facility Cost
Allocation
Existing Development
6,802

75.77 %
$
874,492,265
New Development
2,176

24.23 %
$
279,701,722
Total
8,
978
100.00%
$1,154,193,987
Note
:

1. Numbers may not sum due to rounding.

Table
97 , presented below
,
summarizes the cost per unit runoff,
calculated by dividing
the cost of new development ($
279,701,722
) by the unit runoff
generated by new
development (
2,176
). When accounting for the anticipated unit runoff (EBUs) from new development, the cost per unit runoff totals $
128,564
as shown in the table below.

This
per
-
unit runoff cost
will be applied to the various land uses and their respective total runoff rates to determine the proposed Fee. This is presented in detail in
Appendix A
.
89 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
Table
97 : Storm Drain
Facilities Cost
per Unit Runoff
1 Land Use
Total
Cost Allocated to New Development
[a]
$
279,701,722
Total Runoff Added by New Development
[b]
2,176
DIF Cost per Unit Runoff
[a]/[b]
$
128,564
K.5
Floor Area Ratios (FARs) and Runoff Coefficients
To
generate
the
Storm Drain
Fees, DTA
calculated
the
total runoff
expected through
2040 based on the
anticipated
residential and non
-
residential growth in the City.

To
do this, residential
development
was calculated using dwelling units per acre, and
non
-
residential development was calculated using FAR
s
listed in the City’s General
Plan, with information reviewed and provided by the City.

In addition, runoff coefficients were estimated for each land use
. Runoff coefficients
are used to
calculat
e
the volume of water that will flow from the surface during a storm event.

They represent the fraction of rainfall that becomes surface runoff and are used to estimate peak flow rates for
drainage systems. A coefficient of 0 means
all rainfall is absorbed or lost, while a coefficient of 1 signifies all rainfall becomes runoff. Essentially, runoff coefficients help determine how much water a draina ge
system needs to handle. Runoff coefficients generally vary by project
,
but
under
current Municipal Separate Storm Sewer System (MS4) guidelines, most new developments are in the 0.75
range. The calculations explaining
this in detail are
presented in
Appendix A
at the end of this
Fee S
tudy.

K.6
Storm Drain Facilities
Fee Calculation
The
Storm
D
rain fees are calculated based on the amount of
surface area
on a
property.

Hard
surfaces
, such as buildings, driveways, patios, and parking lots, prevent rainwater from soaking into the ground, leading to increased stormwater runoff.

This runoff needs to be managed to prevent flooding and protect water quality.

In this analysis, the storm drain fees are based on impervious acres.

Table
98 :

Projected Storm Drain Usage by Land Use
Land Use Category
Runoff Rate
Coefficient "C"
Cost per Unit Runoff
Allocation Rate per
Impervious
Acre
Total Acres
Cost Financed

[a]
[b] = [a] x $
128,564
[c]
[d] = [b] x [c]
Residential

0.6 0
$
77,138
1,023
$
78,920,173
Commercial

0.95 $
122,136
316
$
38,657,907
Industrial

0.80 $
102,851
1,576
$
162,123,642
Total New Development
$
279,701,722

90 SECTION VI

CALCULATION OF FEES

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
As indicated in
Table
98 above, the residential Storm Drain Fee per acre. wa
s
determined by
multiplying the runoff coefficient of 0.60 by the cost per unit runoff, resulting in
a residential fee of $
79,268
per
impervious
acre. This calculation is
repeated for each
non
-
residential land use listed and summarized
in
Table
99 below
.

K.7
Proposed fees
Storm Drain Facilities DIFs for residential
and non
-
residential development, per acre,
are
summarized below.

Table
99 : Storm Drain Fee Summary
Land Use
Fee per
Impervious
Acre
Residential
$
77,138
Commercial Retail
$
122,136
Industrial
$
102,851
K.8
D
IF Annual Cost Escalation Recommendations
The fees recommended within this Fee Study reflect the maximum justifiable fee level that may be imposed on
new
development
under the statutory requirements
of Government Code Section 66000
et seq
.

As the DIFs proposed in this Fee Study
are based on Facilities costs in 202
5 dollars, it is appropriate for the City to apply an
annual escalator to these fee levels to account for inflation in acquisition and construction costs. DTA further recommends that, after adoption, the above impact fees be reviewed
annually and include a provision for an
adjustment based on the
current CCCI. This
CCI
is based
on the BCI average for Los Angeles, as reported
by
ENR.
91 SECTION VII

IMPLEMENTATION OF FEE

SCHEDULE

City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com

IMPLEMENTATION

OF FEE SCHEDULE
In addition to the legal requirements covered in
S
ection
III
,
this report presents several
recommendations for the adoption and administration of the DIFs .

All recommendations
presented in this section are based on the Mitigation Fee Act (Government Code §66000 et seq.)
,
also referred to as the “Act,”
which provides specific requirements for
establishing and
administering DIF
programs.

The Act
also mandates procedures for administering impact
fee programs
,
such as
the
collection and accounting
of impact f
ees
, refunds,
mandatory
updates, and reporting requirements
.

At the time the
City
imposes an impact fee, Government Code 66020 requires a written statement of the
fee amount and a written notice of a 90
-
day period during which
the fee
can be protested. Prior to
the enactment of
Section
66020, a developer could not challenge
the validity of fees imposed on a residential development without refusing to pay them.

Under these circumstances, developers were required to pay the disputed fees before they
could challenge them
.

Section
66020 was drafted to correct that pro
blem.

The various subparts of
S
ection 66020 allow
a developer to pay the fees under protest,
obtain the relevant building permit, and
proceed with the project while pursuing an action
to challenge the fees.

If the action is successful, the fees will be refunded with interest.

However, failure to protest
the
imposition of the fee
within the allowed period may deprive
the fee payer of the right to pursue any subsequent legal challenge .

Any challenges
must
be filed
within
90 days of enactment.

The subsequent sec
tions provide specific guidelines
for
implementing DIFs.

A
The Collection of
DIFs
According to
Government Code
Section 66007, any local agency that imposes any fees or charges on a residential development for the construction of public improvements or facilities shall not require the payment of those fees or charges, notwithstanding any other provision of law, unti
l the date of the final inspection, or the date the
Certificate of
Occupancy
is issued, whichever occurs first.

However, utility service fees may be collected
upon receipt of a utility service application
.

If the residential development contains more than one dwelling, the local agency may determine whether the fees or charges shall be paid on a pro rata basis for each dwelling when
(i)
it receives its final inspection or
Certificate of Occupancy
,
(ii)
on a pro rata basis
when a certain percentage of the dwellings have received their final inspection or Certificate
of Occupancy,
or
(iii)
on a lump
sum basis when the first dwelling in the development
receives its final inspection or
Certificate of Occupancy
,
whichever
of the three
occur first.

An exception allows
DIFs
to be collected
earlier if they
are
used to reimburse the agency for
expenditures previously incurred or for public improvements or facilities for which funds have
already
been appropriated.

If any fee or charge specified is not fully paid prior to the
issuance of a building permit for construction, the local agency issuing the building permit may require the property owner, or lessee if the lessee’s interest appears of record, as a 92 SECTION VII

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, 2026
DRAFT
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evelop
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Fee
Justification Study

www.FinanceDTA.com
condition of issuance of the building permit, to execute a contract to pay the fee or charge, or applicable portion.

Statutory restrictions in place for residential development at the time at which fees may be collected do not apply to non
-
residential development. In cases where the fees are not collected upon the issuance of building permits, Sections 6607(c)(1) and (2 ) provide that the
City may require the property owner of a non
-
residential development to execute a contract
to pay the
fee and
subsequently record that contract as a lien against the property owner.

In addition, pursuant to Government Code Section 65852.2(f), ADUs are exempt from incurring impact fees from local agencies, special districts, and water corporations if such a
unit is less than 750 square feet. If an ADU is 750 square feet or larger, impact fees shall be charged proportionately in relation to the square footage of the ADU to the square footage of the primary dwelling unit. Furthermore, the water capital improvem ent
fee, water supply
fee, and
sewer capital improvement fee shall not be appli
cable to any ADU created within
the existing space of a
single
-
family
residence or accessory structure, including, but not
limited to, a studio, pool house, or other similar structure.

Please note that for purposes of
this Fee Study, future ADUs are included in the build
-
out projections, but some of these
units may not be required to pay an impact fee.

As a result, the City may not collect the full
amount of costs as shown in the Needs Lists included herein.

B
The Assignment and Expenditure of Fee Revenue
According to
S
ection 66006, if a local agency requires the payment of a fee specified in connection with the approval of a development project, the local agency receiving the fee shall deposit it with the other fees for the improvement to be funded
in a separate capital
facilities account or fund in a manner to avoid any commingling of the fees with other revenues and funds of the local agency, except for temporary investments, and expend those fees solely for the purpose for which the fee was collec ted.

Any interest income earned in the capital facilities account or fund shall also be deposited in that account or fund and shall be expended only for the purpose for which the fee was originally collected.

Common practice is to maintain separate funds or accounts for impact fee revenues by facility category (
e.g., streets and park improvements), but not for individual projects .

DTA
recommends
continuing
that approach.

DIF
revenue should not be spent on any infrastructure, property ,
or equipment needed to
mitigate an existing deficiency.

C
Exemptions, Reductions
,
and Waivers
If a project has characteristics that indicate its impact on a particular public facility or infrastructure system will be significantly and permanently smaller than the average impact used to calculate impact fees in this
Fee S
tudy, the fees should be reduced accordingly. The
City
may
voluntarily waive or reduce
fees that would otherwise apply to a project to
93 SECTION VII

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City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
promote goals such as affordable housing or economic development.

However,
implementing this policy may not increase costs for other development projects and is permitted only if any
such
costs are
offset
by
other revenue sources.

D
Developer Improvement Credits
If the
City
maintain
s a
policy that requires a developer, as a condition of project approval, to construct facilities for which impact fees have been or will be charged , the impact fee
imposed on that development project for that type of facility must be adjusted to reflect a credit for such dedication or construction.

Furthermore, the impact fee imposed on that
development project for that type of facility must be adjusted to reflect a credit for the cost of the facilities or improvements constructed by the developer.

If circu
mstances allow a
developer to dedicate land, buildings, or other valuable considerations in lieu of paying fees, the
City
maintains the discretion to accept or reject such offers and may negotiate the terms under which an offer would be accepted.

E
Existing Development Credit
If a project involves
replacement
, redevelopment
,
or intensification of
existing
development, impact fees should be applied only to the portion of the project that represents a net increase in demand for relevant facilities, using the demand measure used in this
Fee S
tudy to calculate that
fee. Since residential service demand is
typically estimated
per dwelling unit, an addition to a single
-
family dwelling unit would typically
not be subject
to an impact fee if it does not increase the number of dwelling units in the structure. In any
project that results in a net increase in the number of dwelling units, the added units would normally be subjected to impact fees.

A similar analysis can be applied to non
-
residential
development using a
demand measure
on which impact fees are based.

F
Annual Reporting and Accounting of Fees.

AB 1600 requires that both general law and charter cities account for every fee that they collect under its terms.

Funds collected for each capital facility or service shall be deposited in separate accounts and not commingled with any other funds for other impact fees.

While
funds are
accrued
for individual
capital facilities, the
City
must keep track of each fund and
provide an annual report.

Section 66006 requires that for each separate account or fund established, the local agency shall
,
within 180 d
ays after the last day of each fiscal year,
make available to the public the following information for the fiscal year:

1. A brief description of the type of fee in the account or fund ;

2. The amount of the fee
;

3. The beginning and ending balance of the account or fund ;

4. The amount of the fees collected, and the interest earned ;

5. An identification of each public improvement on which fees were expended and the amount of the
expenditure
on each improvement, including the total percentage of
94 SECTION VII

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Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
the cost of the public improvement that was funded with fees ;

6. An identification of an approximate date by which the construction of the public improvement will commence if the local agency determines that sufficient funds have been collected to complete financing on an incomplete public improvement, as identified in
Paragraph (2) of Subdivision (a) of Section 66001, and the public improvement remains incomplete
;

7. A description of each interfund transfer or loan made from the account or fund, including the public improvement on which the transferred or loaned fees will be expended, and, in the case of an interfund loan, the date on which the loan will be repaid and
the rate of interest that the account or fund will receive on the loan ; and

8. The amount of refunds made pursuant
to
Subdivision (e) of Section 66001 and any
allocations pursuant to Subdivision (f) of Section 66001.

The
City
must review the information
at the next regularly scheduled public meeting, not
less than 15 days after it
is made available to the public.

Notice of the time and place of the
meeting, including the address where this information may be reviewed, should
be mailed
at least 15 days prior to the meeting to any interested party who files a written request with the local agency for mailed notice.

G
Refunding Policy
Under the Mitigation Fee Act,
the Government
Code §66000 et seq., each
DIF
must be
deposited in a separate capital facilities account and may be expended only for the purposes for which it was collected.

For all unexpended fees, the agency must make findings every 5 years that:

1. Identify the purpose to which the fee will be put
;

2. Demonstrate a reasonable relationship between the unexpended balance and the purpose for which the fee was charged;

3. Ascertain
the sources and funding for any as
-
yet
-
incomplete
public improvements;
and

4. Designate the approximate date the agency expects the funding for uncompleted improvements to be deposited in the account
[
§66001(d)(1)
].

The Act provides that
“if the findings are not made as required by [the Act], the local agency shall refund the moneys in the account” to the current owners of the properties for which the fees were paid
[
§66001(d)(2)
]
.

Failure to make
the
findings specified in
the
Mitigation Fee Act requires a refund of all
unexpe
nd
ed
DIFs
.

When sufficient funds have been collected to complete financing of the public improvements contained in the CIP, the public agency shall identify "an approximate date by which the construction of the public improvement will be commenced" within 180 days of
collecting
the required funds (Gov. Code §66001(e)
].

Failure to comply with this
95 SECTION VII

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City of
Fontana
May 26
, 2026
DRAFT
D
evelop
ment Impact
Fee
Justification Study

www.FinanceDTA.com
requirement also mandates
the
return of the collected funds, as stated above.

In addition, pursuant to Government Code Section 65852.2(f), ADUs are exempt from incurring impact fees from local agencies, special districts, and water corporations if such a
unit is less than 750 square feet. If an ADU is 750 square feet or larger, impact fees shall be charged proportionately in relation to the square footage of the ADU to the square footage of the primary dwelling unit. Furthermore, as mentioned earlier, t he
water
improvement
fee
, water supply fee, and sewer fee
shall not be applicable
to any accessory dwelling unit
created within the existing space of a single
-
family residence or accessory structure,
including, but not limited to, a studio, pool house, or other similar structure .

This report does not address, nor has DTA been asked to determine, whether any current or proposed
DIFs
are valid under the U.S. Constitution’s Fifth
Amendment
Takings
Clause.

In Sheetz v. County of El Dorado
(2024) ___U.S.___, the U.S. Supreme Court held
that its decisions in Nollan v. California Coastal Comm’n (1987) 483 U.S. 825 and Dolan v.

City of Tigard
(1994) 512 U.S. 374 apply to legislatively imposed condition s on land
-
use
permits.

But the Supreme Court left it to the California appellate court o
n remand to address
the validity of the traffic impact fee at issue and to
determine how to apply Nollan/Dolan in
this context.

DTA cannot predict how courts will resolve such issues in the future and is providing no services or guarantees of any kind concerning the validity of any impact fees under the U.S. Constitution’s Fifth
Amendment Takings Clause.

H
Annual Update of the
CIP
It
i
s common for jurisdictions to prepare a CIP in conjunction with a fee program.

In fact,
AB 1600 encourages the use of a CIP to assist in scheduling and implementing the services and improvements funded through impact fees (Gov. Code §66002) .

A good CIP establishes
a schedule of improvements necessary to accommodate the projected growth.

The CIP
must indicate the approximate size, location, time of availability, and estimated costs of all improvements to be financed through fees
[
Gov. Code §66002(a)
].

To create a usable CIP,
a municipality must have an accurate understanding of its current service baseline and projected growth.

This requires an understanding of when, where, and how growth may occur within the
area
. The
more information
collected
about future growth, the more
comprehensive and accurate the CIP will be.

A CIP can also help a
municipality
determine
when new public improvements or
the
expansion of existing public improvements
are
needed
relative
to the timing of new development.

If the public agency adopts a CIP, it must be updated annually [
Gov. Code §66002(b)
].

A 10
-
day
published notice is provided pursuant to Government Code §65090 and is also provided to any city or
county
that may be significantly affected by the
CIP
. If
a CIP
is adopted
and
is
use
d
as a basis for identifying the use of impact fees, the CIP must be adopted and updated annually by a resolution of the governing body at a public hearing.

In the absence of a CIP,
an alternative is to identify improvements in ot
her public documents
,
such as General Plans,
land studies
,
and other documents.
96 SECTION VII

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City of
Fontana
May 26
, 2026
DRAFT
D
evelop
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Fee
Justification Study

www.FinanceDTA.com
I
Administration Costs of Fee Implementation
The cost of implementing the
DIFs
is not included in the fees themselves and must be
determined by
the
City
.

To recover the periodic costs of updating the
fee
studies,
implementing the program, ongoing staff costs, managing the updates ,
and preparing
annual and five
-
year updates required by the Mitigation Fee Act, an administration fee may be added to the impact fees calculated in this
Fee
Study.

DTA
recommends that
these
expenses be handled administratively and passed on to
applicants through
application
processing fees
.

The calculation of the
a
dministrative cost
for each fee in this
Fee S
tudy
is
presented in
each
respective fee section and in the Executive Summary
.

J
Indexing of Impact Fee Rates.

The
DIFs
presented in this report are based on current facility costs provided by the City
and should be adjusted annually to account for inflation.

The purpose of the adjustment is
to account for future
cost escalations in
land
, equipment, vehicles,
and construction.

DTA
recommends that
,
after adoption, the fee
be reviewed each year and adjusted using a
reliable index, such as the ENR BCI, which is
generally used as the primary basis for indexing
construction costs. Ordinarily, land costs make up a significant portion of the fees and do not lend themselves to traditional cost indexes. As su ch, land costs should be adjusted to
changes in local land prices.

K
Updating the Impact Fee Study
As stated in Section III, AB 602 was signed into law in September of 2021 by
the Governor
of California
, and it
provides new
S
tatewide requirements for local jurisdictions seeking to impose
DIFs
on development projects.

Among these requirements
is
the requirement that
Nexus Studies
be updated at least every 8 years
, effective
January 1, 2023. However,
DTA
concurs with the generally accepted policy that
5 years is a good
rule of thumb for impact
fee updates, particularly because the required 5
-
Year Finding
s (see above) can be approved
at the
same time.

In some instances, fees may remain valid for a longer period of time if the City
’s land use and facility plans do not change
.

A
case in point is a
municipality
at or near
full build
-
out capacity
.

However, a dynamic
,
growing
municipality
facing significant
land
-
use changes would do itself a disservice by maintaining the current fee structure for too long without a fee study to update the
rates.

L
Administering an Impact Fee Program.

Creating and administering an impact fee program can be a labor -
intensive process
requiring considerable preparation and training that should not be undertaken more often than necessary.

A well
-
planned fee program can generate sufficient funds to
enable the
City to adequately mitigate the impacts of
future
development.

Conversely, a poorly
planned fee can result in either collecting too little money and being forced to pay for public
facilities required as a result of future
development through its Genera
l Fund or collecting
too much money based on an unsupported fee program, thus exposing the City
to a fee
challenge or a requirement to refund unexpected proceeds. 97 SECTION VII

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Fontana
May 26
, 2026
DRAFT
D
evelop
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Fee
Justification Study

www.FinanceDTA.com
All personnel involved in the process
,
including accounting, capital budgeting,
and
project
management
in any other area, must be fully aware of the difference between impact fees and other fees, such as user fees, and of the guidelines and restrictions governing the
expenditure of impact fee revenues.

The building impact fees generated in this report are
tied to specific facility improvements and cost estimates provided by the City
.

The fees
must be expended accordingly
, withstand any challenges, and demonstrate that the funds have been properly directed in accordance with
AB
1600 guidelines.

98 SECTION VIII

SUMMARY OF FEES

City of
Fontana,
CA
March 11, 2026
DRAFT
Development Impact
Justification Study

www.FinanceDTA.com

SUMMARY OF FEES
The total
proposed
fee
is intended to finance the new development’s share of the costs of new facilities, as
summarized below.

Table
100
:

DIF
Summary
Land Use
1 2
Public
Facilities
Police
Fire
Library
Parks
Landscape
Medians
Local
Arterials
Active
Trans.

1. Residential fees are for single
-
family residences, multi
-
family residences, and mobile homes and are per square foot to comply with California AB 602.

2. Non
-
Residential fees are per 1,000 square feet.

The Storm Drain fees presented in
Table 101
below are calculated based on the amount of
surface area on a property. Surfaces such as buildings, driveways, patios, and parking lots are hard surfaces that prevent rainwater from soaking into the ground, increasing stormwater runoff. This runoff need
s to be managed to prevent flooding and protect water
quality. In this analysis, storm drain fees are based on the number of acres.

Table
101
:

Proposed Sewer
DIF (Maximum Allowable Fee)
Land Use
Fee per
Impervious
Acre
Residential
$
77,138
Commercial Retail
$
122,136
Industrial
$
102,851
The cost estimates for facilities used in this Fee Study are in 2025 dollars. Therefore, DTA further recommends that, after
adoption, the above impact fees be reviewed each year and include a provision for an annual inflationary adjustment based on the CCCI. This construction cost index is based upon the BCI cost
index
for Los
Angeles
as produced by the ENR.

APPENDIX A
City of
Fontana
DRAFT
Development
Impact Fee Justification Study

FEE DERIVATION

WORKSHEETS

I. Existing EDU Calculation
Residents per Unit/
Number of Persons Served per EDUs per Unit/ Number of Units/ Total Land Use Type Persons Served 1,000 Non-Res. SF per 1,000 Non-Res. SF Non-Res. SF Number of EDUs Residential 214,223 3.63 1.00 58,993 58,993
Commercial 22,795 1.38 0.38 13,882,988 5,257
Industrial 18,077 0.38 0.10 72,309,782 7,467
Total 255,096 71,717
II. Projected EDU Calculation
Residents per Unit/
Number of Persons Served per EDUs per Unit/ Number of Units/ Total Land Use Type Persons Served 1,000 Non-Res. SF per 1,000 Non-Res. SF Non-Res. SF Number of EDUs Residential 74,304 3.63 1.00 20,462 20,462
Commercial 5,773 1.38 0.38 6,893,730 2,610
Industrial 16,763 0.38 0.10 20,599,049 2,127
Total 96,840 25,200
III. Projected Facilities Costs
Facility Facility Cost
Facilities Costs $110,000,000
Offsetting Revenues $1,915,624
Total Facilities Cost $108,084,376
IV. Allocation of New Development to New and Existing Facilities Development EDU's Percentage of Cost
Allocated
Percentage of Cost
Allocated
Existing Development 71,717 74.00% $79,981,071 New Development 25,200 26.00% $28,103,305 Total 96,917 100.00% $108,084,376
`
V. Allocation of New Development
Facility
Number of
Projected EDUs Cost to New Development Cost per EDU
Public Facilities 25,200 $28,103,305 $1,115 VI. Calculated Fee
Land Use Type Sq. Ft/ 1,000 Sq. Ft. Units/ Sq. Ft. Costs Financed by DIF
Residential $0.57 20,462 $22,819,869
Commercial $422 6,893,730 $2,911,093
Industrial $115 20,599,049 $2,372,343
Total $28,103,305
VII. Calculated Fee per Sq. Ft.

Land Use Fees
Residential (per Sq. Ft.) $0.57
Commercial Retail (per Sq. Ft.) $0.42
Industrial (per Sq. Ft.) $0.12

APPENDIX A

FONTANA, CALIFORNIA

PUBLIC FACILITIES FEE CALCULATION

I. Existing EDU Calculation
Residents per Unit/
Number of Persons Served per EDUs per Unit/ Number of Units/ Total Land Use Type Persons Served 1,000 Non-Res. SF per 1,000 Non-Res. S Non-Res. SF Number of EDUs Residential 214,223 3.63 1.00 58,993 58,993
Commercial 22,795 1.38 0.38 13,882,988 5,257
Industrial 18,077 0.38 0.10 72,309,782 7,467
Total 255,096 71,717
II. Projected EDU Calculation
Residents per Unit/
Number of Persons Served per EDUs per Unit/ Number of Units/ Total Land Use Type Persons Served 1,000 Non-Res. SF per 1,000 Non-Res. S Non-Res. SF Number of EDUs Residential 74,304 3.63 1.00 20,462 20,462
Commercial 5,773 1.38 0.38 6,893,730 2,610
Industrial 16,763 0.38 0.10 20,599,049 2,127
Total 96,840 25,200
III. Projected Facilities Costs
Facility Facility Cost
Facilities Cost $108,500,000
Offsetting Revenues $4,079,433
Total Facilities Cost $104,420,567
IV. Allocation of New Development to New and Existing Facilities Development EDU's Percentage of Cost
Allocated
Percentage of Cost
Allocated
Existing Development 71,717 74.00% $77,269,899 New Development 25,200 26.00% $27,150,668 Total 96,917 100.00% $104,420,567
`
V. Allocation of New Development
Facility
Number of
Projected EDUs
Cost to New
Development Cost per EDU
Facilities Costs 25,200 $27,150,668 $1,077 VI. Calculated Fee
Land Use Type Sq. Ft/ 1,000 Sq. Ft. Units/ Sq. Ft. Costs Financed by DIF
Residential $0.55 20,462 $22,046,328
Commercial $408 6,893,730 $2,812,414
Industrial $111 20,599,049 $2,291,926
Total $27,150,668
VII. Calculated Fee per Sq. Ft.

Land Use Fees
Residential (per Sq. Ft.) $0.55
Commercial (per Sq. Ft.) $0.41
Industrial (per Sq. Ft.) $0.11

APPENDIX A

FONTANA, CALIFORNIA

POLICE FEE CALCULATION

I. Existing EDU Calculation
Residents per Unit/
Number of Persons Served per EDUs per Unit/ Number of Units/ Total Land Use Type Persons Served 1,000 Non-Res. SF per 1,000 Non-Res. S Non-Res. SF Number of EDUs Residential 214,223 3.63 1.00 58,993 58,993
Commercial 22,795 1.38 0.38 13,882,988 5,257
Industrial 18,077 0.38 0.10 72,309,782 7,467
Total 255,096 71,717
II. Projected EDU Calculation
Residents per Unit/
Number of Persons Served per EDUs per Unit/ Number of Units/ Total Land Use Type Persons Served 1,000 Non-Res. SF per 1,000 Non-Res. S Non-Res. SF Number of EDUs Residential 74,304 3.63 1.00 20,462 20,462
Commercial 5,773 1.38 0.38 6,893,730 2,610
Industrial 16,763 0.38 0.10 20,599,049 2,127
Total 96,840 25,200
III. Projected Facilities Costs
Facility Facility Cost
Facilities Costs $25,000,000
Offsetting Revenues $0
Total Facilities Cost $25,000,000
IV. Allocation of New Development to New and Existing Facilities Development EDU's Percentage of Cost
Allocated
Percentage of Cost
Allocated
Existing Development 71,717 74.00% $18,499,684 New Development 25,200 26.00% $6,500,316 Total 96,917 100.00% $25,000,000
`
V. Allocation of New Development
Facility
Number of
Projected EDUs Cost to New Developmen Cost per EDU
Facilities Costs 25,200 $6,500,316 $258 VI. Calculated Fee
Land Use Type Sq. Ft/ 1,000 Sq. Ft. Units/ Sq. Ft. Costs Financed by DIF
Residential $0.13 20,462 $5,278,253
Commercial $98 6,893,730 $673,338
Industrial $27 20,599,049 $548,725
Total $6,500,316
VII. Calculated Fee per Sq. Ft.

Land Use Fees
Residential (per Sq. Ft.) $0.13
Commercial (per Sq. Ft.) $0.10
Industrial (per Sq. Ft.) $0.03

APPENDIX A

FONTANA, CALIFORNIA

FIRE FEE CALCULATION

I. Existing EDU Calculation
Residents per Unit/
Number of Persons Served per EDUs per Unit/ Number of Units/ Total Land Use Type Persons Served 1,000 Non-Res. SF per 1,000 Non-Res. S Non-Res. SF Number of EDUs Residential 214,223 3.63 1.00 58,993 58,993
Commercial 22,795 1.38 0.38 13,882,988 5,257
Industrial 18,077 0.38 0.10 72,309,782 7,467
Total 255,096 71,717
II. Projected EDU Calculation
Residents per Unit/
Number of Persons Served per EDUs per Unit/ Number of Units/ Total Land Use Type Persons Served 1,000 Non-Res. SF per 1,000 Non-Res. S Non-Res. SF Number of EDUs Residential 74,304 3.63 1.00 20,462 20,462
Commercial 5,773 1.38 0.38 6,893,730 2,610
Industrial 16,763 0.38 0.10 20,599,049 2,127
Total 96,840 25,200
III. Projected Facilities Costs
Facility Facility Cost
Facilities Costs $9,395,351
Offsetting Revenues $1,464,571
Total Facilities Cost $7,930,780
IV. Allocation of New Development to New and Existing Facilities Development EDU's Percentage of Cost
Allocated
Percentage of Cost
Allocated
Existing Development 71,717 74.00% $5,868,677 New Development 25,200 26.00% $2,062,103 Total 96,917 100.00% $7,930,780
`
V. Allocation of New Development
Facility
Number of
Projected EDUs Cost to New Developmen Cost per EDU
Facilities Costs 25,200 $2,062,103 $82 VI. Calculated Fee
Land Use Type Sq. Ft/ 1,000 Sq. Ft. Units/ Sq. Ft. Costs Financed by DIF
Residential $0.04 20,462 $1,674,427
Commercial $31 6,893,730 $213,604
Industrial $8 20,599,049 $174,073
Total $2,062,103
VII. Calculated Fee per Sq. Ft.

Land Use Fees
Residential (per Sq. Ft.) $0.04
Commercial (per Sq. Ft.) $0.03
Industrial (per Sq. Ft.) $0.01

APPENDIX A

FONTANA, CALIFORNIA

LIBRARY FEE CALCULATION

I. Existing EDU Calcul
Residents per Unit/
Number of Persons Served per EDUs per Unit/ Number of Units/ Total Land Use Type Persons Serve 1,000 Non-Res. per 1,000 Non-Res Non-Res. S Number of EDUs Residential 214,223 3.63 1.00 58,993 58,993
Commercial
Industri
Total 214,223 58,993
II. Projected EDU Calcul
Residents per Unit/
Number of Persons Served per EDUs per Unit/ Number of Units/ Total Land Use Type Persons Serve 1,000 Non-Res. per 1,000 Non-Res Non-Res. S Number of EDUs Residential 74,304 3.63 1.00 20,462 20,462
Commercial
Industri
Total 74,304 20,462
III. Projected Facilitie
Facility Facility Cost
Facilities Costs 204,000,000 $
Offsetting Revenu 9,323,18$
Total Facilities 194,676,8 1$
IV. Allocation of New Development to New and Existing
Development EDU's Percentage of Cost
Allocated
Percentage of Co
Allocated
Existing Development 58,993 74.25% $144,541,776 New Development 20,462 25.75 % $50,135,03
Total 79,455 100.00 % $194,676,81
`
V. Allocation of New Developm
Facility
Number of
Projected EDUs ost to New Developm e Cost per EDU
Facilities C 20,462 $50,135,0 3 $2,450
VI. Calculated
Land Use Type Sq. Ft/ 1,000 Sq. Ft.Units/ Sq. Ft. Costs Financed by DIF
Residential $1.26 20,462 $50,135,039
Commercial $0 0 $0
Industri $0 0 $0
Total $50,135,03
VI. Calculated Fee per S
Land Use Fees
Residential (per Sq. Ft.) $1.26
Commercial (per Sq. Ft.) $0.00
Industrial (per Sq. Ft.) $0.00

APPENDIX A

FONTANA, CALIFORNIA

PARK FEE CALCULATION
I. Existing EBU Calculation
Land Use Type
Residential 5.64 58,993 332,721
Commercial 15.28 13,882,988 212,097
Industrial 5.06 72,309,782 365,526
Total 910,344
II. Future EBU Calculation
Land Use Type
Residential 5.64 20,462 115,406
Commercial 15.28 6,893,730 105,319
Industrial 5.06 20,599,049 104,128
Total 324,853
III. Proposed Facilities Cost
Facility
Cost
Facilities Cost $32,607,600
Offsetting Revenues $848,043
Total Facilities Cost $31,759,557

IV. Allocation of Facilities to Existing and New Development (based on Daily Trips) Average Daily Percentage of Facility
Trips (EBUs) Cost Allocated Cost
Existing Development 910,344 73.70% $23,406,892
New Development 324,853 26.30% $8,352,665
Total Facilities Cost 1,235,197 100.00% $31,759,557
V. Allocation of Facilities to New Development (based on New EDUs) Facility Cost Facilities
Projected Allocated to Cost Per
Facility Daily Trips ew Development Daily Trip
Facilities Cost 324,853 $8,352,665 $26
Total Facilities Cost per Daily Trip 324,853 $26
VI. Impact Fees and Cost Financed by Fees per Unit/per 1,000 Non-Res. S.F.

Land Use Type
Estimated Trip
Generation Rate
per Unit/
per 1,000 Non-Res.

S.F.

Fee per Unit Fees per 1,000 Non-Res.

S.F. Cost Financed by
Impact Fees
Residential 5.64 $145 $2,967,330
Commercial 15.28 $393 $2,707,976
Industrial 5.06 $130 $2,677,359
Initial Allocation to New Development $8,352,665
Total Allocated to Existing Development $23,406,892
Total Facilities Costs $31,759,557
VII. Fees
Land Use Fees Units / Sq. Ft Costs Financed by DIF
Residential $0.07 20,462 $2,967,330
Commercial $393 6,893,730 $2,707,976
Industrial $130 20,599,049 $2,677,359
Total $8,352,665
VIII. Calculated Fee per Sq. Ft.

Land Use Fees
Residential (per Sq. Ft.) $0.07
Commercial (per Sq. Ft.) $0.393
Industrial (per Sq. Ft.) $0.130
APPENDIX A-1

FONTANA, CALIFORNIA

LANDSCAPE MEDIAN FEE CALCULATION
Facility
Development
Trip Generation
Rate per Unit/ per
1,000 Non-Res. S.F.

Number of
Existing Units
Existing Non-
Residential S.F.

Average Daily EBUs
(Per Unit/1,000 SF)
Trip Generation
Rate per Unit/ per
1,000 Non-Res. S.F.

Number of
Projected Units
Projected Non-
Residential S.F.

Average Daily EBUs
(Per Unit/1,000 SF)
I. Existing EBU Calculation
Land Use Type
Residential 5.64 58,993 332,721
Commercial 15.28 13,882,988 212,097
Industrial 5.06 72,309,782 365,526
Total 910,344
II. Future EBU Calculation
Land Use Type
Residential 5.64 20,462 115,406
Commercial 15.28 6,893,730 105,319
Industrial 5.06 20,599,049 104,128
Total 324,853
III. Proposed Facilities Cost
Facility
Cost
Facilities Cost $35,748,800
Offsetting Revenues $97,229
Total Facilities Cost $35,651,571

IV. Allocation of Facilities to Existing and New Development (based on Daily Trips) Average Daily Percentage of Facility
Trips (EBUs) Cost Allocated Cost
Existing Development 910,344 73.70% $26,275,318
New Development 324,853 26.30% $9,376,253
Total Facilities Cost 1,235,197 100.00% $35,651,571
V. Allocation of Facilities to New Development (based on New EDUs) Facility Cost Facilities
Projected Allocated to Cost Per
Facility Daily Trips ew Development Daily Trip
Facilities Cost 324,853 $9,376,253 $29
Total Facilities Cost per Daily Trip 324,853 $29
VI. Impact Fees and Cost Financed by Fees per Unit/per 1,000 Non-Res. S.F.

Land Use Type
Estimated Trip
Generation Rate
per Unit/
per 1,000 Non-Res.

S.F.

Fee per Unit Fees per 1,000 Non-Res. S.F.

Cost Financed by
Impact Fees
Residential 5.64 $163 $3,330,965
Commercial 15.28 $441 $3,039,829
Industrial 5.06 $146 $3,005,459
Initial Allocation to New Development $9,376,253
Total Allocated to Existing Development $26,275,318
Total Facilities Costs $35,651,571
VII. Fees
Land Use Fees Units / Sq. Ft Costs Financed by DIF
Residential $0.08 20,462 $3,330,965
Commercial $441 6,893,730 $3,039,829
Industrial $146 20,599,049 $3,005,459
Total $9,376,253
VIII. Calculated Fee per Sq. Ft.

Land Use Fees
Residential (per Sq. Ft.) $0.08
Commercial (per Sq. Ft.) $0.441
Industrial (per Sq. Ft.) $0.146
APPENDIX A-1

FONTANA, CALIFORNIA

LOCAL ARTERIALS FEE CALCULATION
Trip Generation
Rate per Unit/ per
1,000 Non-Res. S.F.

Number of
Existing Units Existing Non-Residential S.F.

Average Daily Trips
EBUs (Per Unit/1,000
SF)
Trip Generation
Rate per Unit/ per
1,000 Non-Res. S.F.

Number of
Projected Units
Projected Non-Residential
S.F.

Average Daily Trips
EBUs (Per Unit/1,000
SF)
Facility
Development
I. Existing EBU Calculation
Land Use Type
Residential 5.64 58,993 332,721
Commercial 15.28 13,882,988 212,097
Industrial 5.06 72,309,782 365,526
Total 910,344
II. Future EBU Calculation
Land Use Type
Residential 5.64 20,462 115,406
Commercial 15.28 6,893,730 105,319
Industrial 5.06 20,599,049 104,128
Total 324,853
III. Proposed Facilities Cost
Facility
Cost
Facilities Cost $95,028,721
Offsetting Revenues $173,776
Total Facilities Cost $94,854,945

IV. Allocation of Facilities to Existing and New Development (based on Daily Trips) Average Daily Percentage of Facility
Trips (EBUs) Cost Allocated Cost
Existing Development 910,344 73.70% $69,908,387
New Development 324,853 26.30% $24,946,558
Total Facilities Cost 1,235,197 100.00% $94,854,945
V. Allocation of Facilities to New Development (based on New EDUs) Facility Cost Facilities
Projected Allocated to Cost Per
Facility Daily Trips ew Development Daily Trip
Facilities Costs 324,853 $24,946,558 $77
Total Facilities Cost per Daily Trip 324,853 $77
VI. Impact Fees and Cost Financed by Fees per Unit/per 1,000 Non-Res. S.F.

Land Use Type
Estimated Trip
Generation Rate
per Unit/
per 1,000 Non-Res.

S.F.

Fee per Unit Fees per 1,000 Non-Res. S.F.

Cost Financed by
Impact Fees
Residential 5.64 $433 $8,862,401
Commercial 15.28 $1,173 $8,087,800
Industrial 5.06 $388 $7,996,357
Initial Allocation to New Development $24,946,558
Total Allocated to Existing Development $69,908,387
Total Facilities Costs $94,854,945
VII. Fees
Land Use Fees Units / Sq. Ft Costs Financed by DIF
Residential $0.22 20,462 $8,862,401
Commercial $1,173 6,893,730 $8,087,800
Industrial $388 20599048.73 $7,996,357
Total $24,946,558
VIII. Calculated Fee per Sq. Ft.

Land Use Fees
Residential (per Sq. Ft.) $0.22
Commercial (per Sq. Ft.) $1.173
Industrial (per Sq. Ft.) $0.388
Trip Generation
Rate per Unit/ per
1,000 Non-Res. S.F.

Number of
Projected Units
Projected Non-Residential
S.F.

Average Daily Trips
EBUs (Per Unit/1,000
SF)
Facility
Development
APPENDIX A-1

FONTANA, CALIFORNIA

ACTIVE TRANSPORTATION FEE CALCULATION
Trip Generation
Rate per Unit/ per
1,000 Non-Res. S.F.

Number of
Existing Units Existing Non-Residential S.F.

Average Daily Trips
EBUs (Per Unit/1,000
SF)
I. Existing EBU Calculation
Land Use Type
Residential 5.64 58,993 332,721
Commercial 15.28 13,882,988 212,097
Industrial 5.06 72,309,782 365,526
Total 910,344
II. Future EBU Calculation
Land Use Type
Residential 5.64 20,462 115,406
Commercial 15.28 6,893,730 105,319
Industrial 5.06 20,599,049 104,128
Total 324,853
III. Proposed Facilities Cost
Facility
Cost
Facilities Cost $43,000,000
Offsetting Revenues $45,315
Total Facilities Cost $42,954,685

IV. Allocation of Facilities to Existing and New Development (based on Daily Trips) Average Daily Percentage of Facility
Trips (EBUs) Cost Allocated Cost
Existing Development 910,344 73.70% $31,657,735
New Development 324,853 26.30% $11,296,950
Total Facilities Cost 1,235,197 100.00% $42,954,685
V. Allocation of Facilities to New Development (based on New EDUs) Facility Cost Facilities
Projected Allocated to Cost Per
Facility Daily Trips ew Development Daily Trip
Facilities Costs 324,853 $11,296,950 $35
Total Facilities Cost per Daily Trip 324,853 $35
VI. Impact Fees and Cost Financed by Fees per Unit/per 1,000 Non-Res. S.F.

Land Use Type
Estimated Trip
Generation Rate
per Unit/
per 1,000 Non-Res.

S.F.

Fee per Unit Fees per 1,000 Non-Res. S.F.

Cost Financed by
Impact Fees
Residential 5.64 $196 $4,013,303
Commercial 15.28 $531 $3,662,528
Industrial 5.06 $176 $3,621,118
Initial Allocation to New Development $11,296,950
Total Allocated to Existing Development $31,657,735
Total Facilities Costs $42,954,685
VII. Fees
Land Use Fees Units / Sq. Ft Costs Financed by DIF
Residential $0.10 20,462 $4,013,303
Commercial $531 6,893,730 $3,662,528
Industrial $176 20,599,049 $3,621,118
Total $11,296,950
VIII. Calculated Fee per Sq. Ft.

Land Use Fees
Residential (per Sq. Ft.) $0.10
Commercial (per Sq. Ft.) $0.531
Industrial (per Sq. Ft.) $0.176
Trip Generation
Rate per Unit/ per
1,000 Non-Res. S.F.

Number of
Projected Units
Projected Non-Residential
S.F.

Average Daily Trips
EBUs (Per Unit/1,000
SF)
Facility
Development
APPENDIX A-1

FONTANA, CALIFORNIA

TRAFFIC SIGNALS FEE CALCULATION
Trip Generation
Rate per Unit/ per
1,000 Non-Res. S.F.

Number of
Existing Units Existing Non-Residential S.F.

Average Daily Trips
EBUs (Per Unit/1,000
SF)
I. Existing EDU Calculation
Runoff Rate Current
Land Use Type Units/Sq. Ft. Units per Acre / FAR Developed Acreage Coefficient "C" Total Unit Runoff Residential 58,993 20.0 2,950 0.60 1,770 Commercial 13,882,988 0.50 637.4 0.95 606 Industrial 72,309,782 0.30 5,533.3 0.80 4,427 Total 6,802
II. Projected EDU Calculation
Runoff Rate Current
Land Use Type Units/Sq. Ft. Units per Acre / FAR Developed Acreage Coefficient "C" Total Unit Runoff Residential 20,462 20.0 1,023 0.60 614 Commercial 6,893,730 0.50 316.5 0.95 301 Industrial 20,599,049 0.30 1,576.3 0.80 1,261 Total 2,176
III. Projected Facilities Costs
Facility Facility Cost
Facilities Costs $1,168,063,000
Offsetting Revenues $13,869,013
Total Facilities Cost $1,154,193,987
IV. Allocation of New Development to New and Existing Facilities Land Use Category
Allocation by
Total Unit Runoff
(EBUs)
Percentage New Development
Costs
Existing Development 6,802 75.77% $874,492,265 New Development 2,176 24.23% $279,701,722 Total 8,978 100.00% $1,154,193,987
V. Allocation of New Development
Facility
Number of
Projected EBUs
Cost to New
Development Cost per EBU
Facilities Costs 8,978 $1,154,193,987 $128,564 VI. Calculated Fee
Residential 0.60 $77,138 1,023 $78,920,173
Commercial 0.95 $122,136 317 $38,657,907
Industrial 0.80 $102,851 1,576 $162,123,642
Total $279,701,722
VII. Calculated Fee per Acre
Residential (per Sq. Ft.) $77,138
Commercial (per Sq. Ft.) $122,136
Industrial (per Sq. Ft.) $102,851

STORM DRAIN FEE CALCULATION

FONTANA, CALIFORNIA
APPENDIX A-1
Total Acres Cost Financed
Land Use Category Fee
Land Use Category Rubinoff Rate
Coefficient "C"
Cost per Unit Runoff
Allocation Rate per
Acre
I. Existing EBU Calculation
Land Use Type
Residential 208.81 58,993 12,318,358
Commercial 55.10 13,882,988 764,903
Industrial 38.26 72,309,782 2,766,674
Total 15,849,935
II. Future EBU Calculation
Land Use Type
Residential 208.81 20,462 4,272,684
Commercial 55.10 6,893,730 379,820
Industrial 38.26 20,599,049 788,148
Total 5,440,652
III. Proposed Facilities Cost
Facility
Cost
Facilities Cost $70,649,775
Offsetting Revenues $0
Total Facilities Cost $70,649,775

IV. Allocation of Facilities to Existing and New Development Total GPDs Percentage of Facility
(EBUs) Cost Allocated Cost
Existing Development 15,849,935 74.45% $52,595,746
New Development 5,440,652 25.55% $18,054,029
Total Facilities Cost 21,290,587 100.00% $70,649,775
V. Allocation of Facilities to New Development
Facility Cost Facilities
Projected Allocated to Cost Per
Facility GPDs New Development GPD
Facilities Costs 5,440,652 $18,054,029 $3.32
Total Facilities Cost per Daily Trip 5,440,652 $3.32
VI. Impact Fees and Cost Financed by Fees per Unit/per 1,000 Non-Res. S.F.

Land Use Type
Sewer Generation Rate
per Unit/
per 1,000 Non-Res. S.F.

Fee per Unit Fees per 1,000 Non-Res.

S.F.

Cost Financed by Impact
Fees
Residential 208.81 $693 $14,178,293
Commercial 55.10 $183 $1,260,378
Industrial 38.26 $127 $2,615,358
Initial Allocation to New Development $18,054,029
Total Allocated to Existing Development $52,595,746
Total Facilities Costs $70,649,775
VII. Fees
Land Use
Fees per Unit / Per 1,000
Sq. Ft. Units / Sq. Ft Sq. Ft. Costs Financed by DIF
Residential $693 20,462 39,912,787 $14,178,293
Commercial $183 6,893,730 6,893,730 $1,260,378
Industrial $127 20,599,049 20,599,049 $2,615,358
Total $18,054,029
VIII. Calculated Fee per Sq. Ft.

Land Use Fees
Residential (per Sq. Ft.) $0.36
Commercial (per Sq. Ft.) $0.183
Industrial (per Sq. Ft.) $0.127
Backup to Sewer Generation Rate - Residential
Calculation Amount
Water Usage (Gallons per Day per
Person) [a] 123
Adjustment: 85% of Total Water Usage
is Non-Irrigation [b] 0.85
Adjustment: 55% Water becomes
Wastewater [c] 0.55
Sewage Flow per Person [d] = [a] x [b] x [c] 57.50
Persons per Unit 3.63
GPD per Unit 208.81
Backup to Sewer Generation Rate - Non-Residential
Calculation Commercial Indusrial
GDP/Ac [1] [a] 1,200 500
FAR [1] [b] 0.50 0.30
Ac/Sq. Ft. [c] 43,560 43,560
GDP/Sq. Ft. [d] = [a] /([b] x [c]) 0.055 0.038
GDP/1000 Sq. Ft. [e] = [d] x 1000 55.10 38.26
[1] Fontana 2023 Sewer Master Plan
Sewer Generation Rate
per Unit/ per 1,000 Non-
Res. S.F.

Number of Projected
Units
Projected Non-Residential
S.F.

Total GPD "EBUs" (Per
Unit/1,000 SF)
Metric
Facility
Development
Metric
APPENDIX A-1

FONTANA, CALIFORNIA

SEWER FEE CALCULATION
Sewer Generation Rate
per Unit/ per 1,000 Non-
Res. S.F.

Number of Existing Units Existing Non-Residential
S.F.

Total GPD "EBUs" (Per
Unit/1,000 SF)

APPENDIX
B
City of
Fontana
DRAFT
Development
Impact Fee Justification Study

INVENTORY AND

FACILITIES NEEDS
LIST
Facility Name Total Cost f
Facility
Off-setti
Revenues Net Cost to City
Percent of Cos
Allocated to
New
Development
Cost Allocated
to New
Development
Policy Background o
Objective
Corporate Yard Expansion (III phases of expansion) $30,000,000 $0 $30,000,000 26.00% $7,800,379 CIP - North Yard/Fleet
and Facilities Building
Proposed Parking Structure (OmniTrans - 1,500 spaces) $70,000,000 $0 $70,000,000 26.00% $18,200,885
Future CIP - based
the latest parking
structure costs
City Hall Improvement (Phase III Expansion) $10,000,000 $0 $10,000,000 26.00% $2,600,126 City's General Plan 12, Goal 2
Offsetting Revenue $0 $1,915,624 ($1,915,624) 26.00% ($498,086) Total $110,000,00 $1,915,62 $108,084,37 $28,103,30
Source: City of Fontana

APPENDIX B
Public Facilities (Projects over next 20 years)

DEVELOPMENT IMPACT FEES

FONTANA, CALIFORNIA

PUBLIC FACILITIES NEEDS LIST

APPENDIX B
Facility Name Total Cost for
Facility
Off-setting
Revenues Net Cost to City
Percent of Cost
Allocated to
New
Development
Cost Allocated
to New
Development
Policy
Background or
Objective
Police Department - 12,000 sq ft. with furniture and fixtures ($3,300/sq ft) $40,000,000 $0 $40,000,000 26.00% $10,400,506 CIP Police Department Secure Parking Structure $40,000,000 $0 $40,000,000 26.00% $10,400,506 CIP Police Sub Station - North end of town 2000 sq ft $5,000,000 $0 $5,000,000 26.00% $1,300,063 CIP Police Hangar for Helicopter storage $6,000,000 $0 $6,000,000 26.00% $1,560,076 CIP Command Post 50 ft motor home increase the size $650,000 $0 $650,000 26.00% $169,008 CIP Police Black & White Vehicles - Fleet increase 1 vehicle per every 3 officers (30 officer) $1,000,000 $0 $1,000,000 26.00% $260,013 CIP
Armored Vehicle $400,000 $0 $400,000 26.00% $104,005 CIP Helicopter (need to have a better one due to high wind, the existing doesn't work) $5,000,000 $0 $5,000,000 26.00% $1,300,063 CIP Motorcycles ($45,000 each x 10) $450,000 $0 $450,000 26.00% $117,006 CIP Property Office Site Storage facility 2500 sq ft $0 $0 26.00% $0 CIP Police Substation (Metrolink) $10,000,000 $0 $10,000,000 Offsetting Revenue $4,079,433 ($4,079,433) 26.00% ($1,060,704) Total $108,500,000 $4,079,433 $104,420,567 $24,550,542
Source: City of Fontana

DEVELOPMENT IMPACT FEES

FONTANA, CALIFORNIA
POLICE FACILITIES NEEDS LIST THROUGH 2043
Police Facilities (Projects over next 20 years)
Facility Name Total Cost for
Facility
Off-setting
Revenues Net Cost to City
Percent of Cost
Allocated to New
Development
Cost Allocated
to New
Development
Policy Background or Objective
Station 77 Expansion to the neighboring lot with addition of apparatus bays and dorm rooms. $5,000,000 $5,000,000 26.00% $1,300,063 To assist needs for new residents based on the GP
Construction of Phase 2 station 80 fire station once development begins in Westgate Specific Plan area $15,000,000
$15,000,000 26.00% $3,900,190 GP zoning - will serve the future residents based on the GP
Two High-End Ladder Fire Trucks $2 mil each total $4 mil $4,000,000 $4,000,000 26.00% $1,040,051 Fire Department's projection to fight fire
Purchase Firecat Swat Vehicle for fire fighting $1,000,000 $1,000,000 26.00% $260,013 Fire Department's projection to fight fire
Offsetting Revenue $0 $0 26.00% $0
Total $25,000,000 $0 $25,000,000 $6,500,316
Source: City of Fontana

APPENDIX B

DEVELOPMENT IMPACT FEES

FONTANA, CALIFORNIA
FIRE FACILITIES NEEDS LIST THROUGH 2043
Fire Facilities (Projects over next 20 years)
Facility Name Total Cost for
Facility
Off-setting
Revenues Net Cost to City
Percent of Cost
Allocated to
New
Development
Cost Allocated
to New
Development
Policy Background or
Objective
Library Facility Modernization and Expansion $1,004,936 $0 $1,004,936 26.00% $261,296 Facility Improvements and Reconfiguration $797,568 $0 $797,568 26.00% $207,378 Site Circulation $103,684 $0 $103,684 26.00% $26,959
Technology, Infrastructure, and Building
enhancements $7,178,112 $0 $7,178,112 26.00% $1,866,400 Growth-servicing library facilities $311,052 $0 $311,052 26.00% $80,877 Offsetting Revenue $1,464,571 ($1,464,571) 26.00% ($380,807) Total $9,395,351 $1,464,571 $7,930,780 $2,062,103
Source: City of Fontana

FONTANA, CALIFORNIA
Library Service Facilities (Projects over next 20 years) LIBRARY FACILITIES NEEDS LIST THROUGH 2043

DEVELOPMENT IMPACT FEES

APPENDIX B
Facility Name Tot al Cost fo r
Facility
O ff-setting
Revenues Net Cost to City
Percent of Cost
Allocated to New
Developm ent
Cost Allocated
to New
Developm ent
Policy Background or
Objective
New South Fontana Com m unity Cent er (Don Day) $35, 000,000 $0 $35,000,000 25. 75% $9, 013,535 Parks and Trail Ma s t e r Plan Park Imp r o v e me n t s $ 3 5 , 000,000 $0 $35,000,000 25. 75% $9, 013,535 Parks and Trail Ma s t e r Plan Recreational Trails $35, 000,000 $0 $35,000,000 25. 75% $9, 013,535 Parks and Trail Ma s t e r Plan Fontana Co mmo n s $ 3 0 , 000,000 $0 $30,000,000 25. 75% $7, 725,887 Parks and Trail Ma s t e r Plan New Com m unity Cent er in Cor e of City (Miller) $30, 000,000 $0 $30,000,000 25. 75% $7, 725,887 Parks and Trail Ma s t e r Plan Act ion Park $7, 500,000 $0 $7,500,000 25. 75% $1, 931,472 Parks and Trail Ma s t e r Plan Security Camer a Upgrades $6, 500,000 $0 $6,500,000 25. 75% $1, 673,942 Parks and Trail Ma s t e r Plan Act ion Park - Ma r t in Tudor $10, 000,000 $0 $10,000,000 25. 75% $2, 575,296 Parks and Trail Ma s t e r Plan Millar Amphitheater $15, 000,000 $15,000,000 25. 75% $3, 862,944 Parks and Trail Ma s t e r Plan O ffsetting Revenue $9, 323,185 ($9,323,185) 25.75%
Tot al $204,000,000 $9,323,185 $194,676,815 $52, 536,035 Source: City of Fontana

DEVELOPMENT IMPACT FEES

FONTANA, CALIFORNIA
PARK FACILITIES NEEDS LIST THROUGH 2043
Park Facilities (Pro jects over next 20 years)

APPENDIX B
Facility Name Total Cost for
Facility
Off-setting
Revenues Net Cost to City
Percent of Cost
Allocated to
New
Development
Cost Allocated
to New
Development
Policy Background or
Objective
Landscape Medians
S Highland Ave - 600' Past Citrus to Auto Center Drive
Heading East: Construct Raised Landscape Median $2,400,000 $0 $2,400,000 26.30% $631,193 Capital Improvement Plan Valley Blvd. from Bananah Ave. to Cherry Ave. $1,500,000 $0 $1,500,000 26.30% $394,495 Capital Improvement Plan Mulberry Ave. from Santa Ana Ave. to Slover Ave. $1,500,000 $0 $1,500,000 26.30% $394,495 Capital Improvement Plan Arrow Blvd. from Citrus Ave. to Jurupa Ave. $2,400,000 $0 $2,400,000 26.30% $631,193 Capital Improvement Plan Arrow Blvd. from Palmetto Ave. to Alder Ave. $1,500,000 $0 $1,500,000 26.30% $394,495 Capital Improvement Plan Slover Ave. from Jasmine St to Sierra Ave $14,889,600 $0 $14,889,600 26.30% $3,915,919 Capital Improvement Plan Beech Ave. from Slover to Jurupa Ave. $3,168,000 $0 $3,168,000 26.30% $833,174 Capital Improvement Plan Beech Ave. from Baseline Ave. to Miller Ave. $1,500,000 $0 $1,500,000 26.30% $394,495 Capital Improvement Plan Beech Ave. from PE Trail to Foothill Blvd $630,000 $0 $630,000 26.30% $165,688 Capital Improvement Plan Sierra Lakes from San Sevaine to Beach $1,560,000 $0 $1,560,000 26.30% $410,275 Capital Improvement Plan Sierra Lakes from Lytle Creek to Catawba $1,560,000 $0 $1,560,000 26.30% $410,275 Capital Improvement Plan Offsetting Revenue $848,043 ($848,043) 26.30% ($223,033) Total $32,607,600 $848,043 $31,759,557 #REF! $8,352,665 Source: City of Fontana

DEVELOPMENT IMPACT FEES

FONTANA, CALIFORNIA
LANDSCAPE MEDIANS NEEDS LIST THROUGH 2043

APPENDIX B
Facility Name Total Cost for
Facility
Off-setting
Revenues Net Cost to City
Percent of Cost
Allocated to
New
Development
Cost Allocated
to New
Development
Policy Background or
Objective
Local Arterials
Alder Ave - from 650 feet north of Miller Ave to Miller Ave $338,000 $0 $338,000 26.30% $88,893 Capital Improvement Plan Alder Ave - from 460 feet south of Marygold Ave to Valley Blvd (West Side) $405,600 $0 $405,600 26.30% $106,672 Capital Improvement Plan Fontana Ave from Merrill Ave to Randall Ave $5,168,000 $0 $5,168,000 26.30% $1,359,168 Capital Improvement Plan Fontana Ave from Poplar Ave to San Bernardino Ave $3,600,000 $0 $3,600,000 26.30% $946,789 Capital Improvement Plan Fontana Ave from San Bernardino Ave to Valley Ave $4,586,000 $0 $4,586,000 26.30% $1,206,104 Capital Improvement Plan Knox Ave - from Sierra Lakes Pkwy to S. Highland Ave $2,448,000 $0 $2,448,000 26.30% $643,816 Capital Improvement Plan Locust Ave - from San Jacinto to 320 feet north of Miller Ave $496,400 $0 $496,400 26.30% $130,552 Capital Improvement Plan Locust Ave - from Miller Ave to Foothill Blvd $1,346,400 $0 $1,346,400 26.30% $354,099 Capital Improvement Plan Locust Ave - from Foothill Blvd to 275 feet north of PE Trail $3,300,000 $0 $3,300,000 26.30% $867,890 Capital Improvement Plan Locust Ave - from Arrow Blvd to Metrolink RR $1,950,000 $0 $1,950,000 26.30% $512,844 Capital Improvement Plan Locust Ave - from Metrolink RR to Merrill Ave $770,000 $0 $770,000 26.30% $202,508 Capital Improvement Plan Locust Ave - from Merrill Ave to Randall Ave $4,080,000 $0 $4,080,000 26.30% $1,073,027 Capital Improvement Plan Miller Ave - Date Ave to Cypress Ave $306,000 $0 $306,000 26.30% $80,477 Capital Improvement Plan Miller Ave - 230 feet west of Laurel Ave to Laurel Ave $156,400 $0 $156,400 26.30% $41,133 Capital Improvement Plan Miller Ave - 150 feet east of Laurel Ave to Texas Way $210,000 $0 $210,000 26.30% $55,229 Capital Improvement Plan Miller Ave - Locust Ave to Maple Ave $980,000 $0 $980,000 26.30% $257,737 Capital Improvement Plan Randall Ave. from Lime Ave. to Fontana Ave. $2,590,000 $0 $2,590,000 26.30% $681,162 Capital Improvement Plan Randall Ave from Laurel Ave to Locust Ave (North side) $1,280,000 $0 $1,280,000 26.30% $336,636 Capital Improvement Plan Randall Ave from 650 feet east of Locust Ave to Maple Ave (North side) $650,000 $0 $650,000 26.30% $170,948 Capital Improvement Plan Valley Blvd. Banana to Almond $1,088,000 $0 $1,088,000 26.30% $286,141 Capital Improvement Plan Offsetting Revenue $97,229 ($97,229) 26.30% ($25,571)
Subtotal $35,748,800 $97,229 $35,651,571 $9,376,253
Source: City of Fontana

DEVELOPMENT IMPACT FEES

FONTANA, CALIFORNIA
LOCAL ARTERIALS NEEDS LIST THROUGH 2043

CLASS I SHARED-USE PATHS
San Bernardino County Parcel from Southern California Edison Utility North to Riverside Ave $10,240,112 $0 $10,240,112 26.30% $2,693,118 Capital Improvement Plan Southern California Edison Utility North Spur I from Bridlepath Dr to SCE Utility North Spur II $5,217,850 $0 $5,217,850 26.30% $1,372,279 Capital Improvement Plan Connector Path from Wilson Ave to Southern California Edison Utility North Spur I $1,630,542 $0 $1,630,542 26.30% $428,827 Capital Improvement Plan Southern California Edison Utility North from East Ave to Sierra Ave $21,197,626 $0 $21,197,626 26.30% $5,574,910 Capital Improvement Plan SR-210 Drainage (South) from Victoria Ave to Knox Ave $8,087,756 $0 $8,087,756 26.30% $2,127,055 Capital Improvement Plan SR-210 Drainage (North) from San Sevaine Rd to Knox Ave $3,261,230 $0 $3,261,230 26.30% $857,693 Capital Improvement Plan San Sevaine Trail Extension from Pacific Electric Trail to Victoria Ave $1,630,542 $0 $1,630,542 26.30% $428,827 Capital Improvement Plan Metrolink Trail from Catawba Ave to Maple Ave $9,881,264 $0 $9,881,264 26.30% $2,598,742 Capital Improvement Plan San Sevaine Trail (South) from Philadelphia Ave to 1-10 Freeway $8,152,854 $0 $8,152,854 26.30% $2,144,176 Capital Improvement Plan Southern California Edison Utility South I from San Sevaine Trail to Rancherias Dr $2,608,925 $0 $2,608,925 26.30% $686,139 Capital Improvement Plan Southern California Edison Utility South II from Live Oak Ave to Poplar Ave $3,587,309 $0 $3,587,309 26.30% $943,451 Capital Improvement Plan Southern California Edison Utility South III form Catawba Park to Locust Av $9,783,542 $0 $9,783,542 26.30% $2,573,041 Capital Improvement Plan Subtotal $85,279,551

CLASS II BIKE LANES
Sierra Ave (Central) from Foothill Blvd to Merrill Ave $347,437 $0 $347,437 26.30% $91,375 Capital Improvement Plan Valley Blvd from Banana Ave to Alder Ave $781,771 $0 $781,771 26.30% $205,603 Capital Improvement Plan Alder Ave (North) from Shamrock to Randall Ave $437,844 $0 $437,844 26.30% $115,152 Capital Improvement Plan Cypress Ave (South) from Slover Ave to Southern California Edison Utility P $86,896 $0 $86,896 26.30% $22,853 Capital Improvement Plan Juniper Ave (Central) from Foothill Ave to Merrill Ave $173,792 $0 $173,792 26.30% $45,707 Capital Improvement Plan Jurupa Ave from Etiwanda Ave to Like Oak Ave $564,677 $0 $564,677 26.30% $148,508 Capital Improvement Plan Merrill Ave from Catawba Ave to Maple Ave $521,229 $0 $521,229 26.30% $137,082 Capital Improvement Plan Miller Ave from Beech Ave to Maple Ave $654,938 $0 $654,938 26.30% $172,247 Capital Improvement Plan Fontana Ave from Athol Ave to Randall Ave $65,977 $0 $65,977 26.30% $17,352 Capital Improvement Plan Live Oak Ave from Jurupa Ave to Fernwood Way $52,079 $0 $52,079 26.30% $13,697 Capital Improvement Plan Mulberry Ave from Jurupa Ave to Philadelphia Ave $175,547 $0 $175,547 26.30% $46,168 Capital Improvement Plan Poplar Ave (South) from Boyle St to Beech Ave $303,989 $0 $303,989 26.30% $79,948 Capital Improvement Plan Randall Ave from Lime Ave to Catawba Ave $477,781 $0 $477,781 26.30% $125,655 Capital Improvement Plan Randall Ave from Juniper Ave to Palmetto Ave $955,658 $0 $955,658 26.30% $251,335 Capital Improvement Plan San Bernardino Ave from Fontana Ave to Catawba Ave $483,048 $0 $483,048 26.30% $127,040 Capital Improvement Plan San Bernardino Ave from Juniper Ave to Alder Ave $1,209,723 $0 $1,209,723 26.30% $318,153 Capital Improvement Plan Sierra Ave from Jurupa Ave to South City Border $172,036 $0 $172,036 26.30% $45,245 Capital Improvement Plan Slover Ave from San Sevaine Trail to Sierra Ave $781,771 $0 $781,771 26.30% $205,603 Capital Improvement Plan Mango Ave (Central) from Foothill Blvd to Merrill Ave $173,792 $0 $173,792 26.30% $45,707 Capital Improvement Plan Subtotal $8,419,984

CLASS IV SEPARATED BIKEWAY CONSTRUCTION
Slover Ave from Sierra Ave to Tamarind Ave $151,995 $0 $151,995 26.30% $39,974 Capital Improvement Plan Sierra Ave (South) from Slover Ave to Jurupa Ave $407,270 $0 $407,270 26.30% $107,111 Capital Improvement Plan Jurupa Ave from Live Oak Ave to Sierra Ave $526,788 $0 $526,788 26.30% $138,544 Capital Improvement Plan Citrus Ave (South) from Slover Ave to Jurupa Ave $243,133 $0 $243,133 26.30% $63,943 Capital Improvement Plan Subtotal $1,329,185
Offsetting Revenue $173,776 ($173,776) 26.30% ($45,703) Total $95,028,721 $173,776 $94,854,945 $24,946,558
Source: City of Fontana

DEVELOPMENT IMPACT FEES

FONTANA, CALIFORNIA
ACTIVE TRANSPORTATION NEEDS LIST THROUGH 2043

APPENDIX B
Facility Name Total Cost for
Facility
Off-setting
Revenues Net Cost to City
Percent of Cost
Allocated to New
Development
Cost Allocated
to New
Development
Policy Background or Objective
Traffic Signals
SIERRA RIVERSIDE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan MERRILL AVE CYPRESS AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan VALLEY BLVD BEECH AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan BASELINE AVE TAMARIND AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan VALLEY BLVD ELM AVENUE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SLOVER AVE HEMLOCK AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan LIVE OAK AVE VILLAGE DR $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan FOOTHILL BLVD BEECH AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan BEECH AVE SR-210 $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan CHERRY AVE BANANA AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan BEECH AVE MILLER AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan ARROW BLVD LAUREL AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan ALDER AVE MARYGOLD AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SANTA ANA AVEALMOND AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SAN BERNARDINO OLEANDER AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SAN BERNARDINO MANGO AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SAN BERNARDINO CATAWBA AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan CHERRY AVE VILLAGE DR $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SOUTH HIGHLAND JUNIPER AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SLOVER AVE POPLAR AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan MILLER AVE LOCUST AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SLOVER AVE BANANA AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan CHERRY AVE SUMMIT AVENUE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan RANDALL AVE MANGO AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan RANDALL AVE FONTANA AVE/CATAWBA $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan JUNIPER AVE VALENCIA AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan MILLER AVE MANGO AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SLOVER AVE ELM AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SOUTH HIGHLAND ALMERIA AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SOUTH HIGHLAND KNOX AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan MILLER AVE JUNIPER AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan RANDALL AVE CYPRESS AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan BEECH AVE WALNUT AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan WALNUT AVE JUNIPER AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan RANDALL AVE OLEANDER AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan BEECH AVE KRISTINE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SUMMIT AVE CYPRESS AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SANTA ANA AVE ALMOND AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan MARLAY AVE PACIFIC AVE $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan CYPRESS AVE WALNUT STREET $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SOUTH HERITAGE WEST LIBERTY PKWY $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan SOUTH HERITAGE EAST LIBERTY PKWY $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan RANDALL AVE PEPPER ST $1,000,000 $0 $1,000,000 26.30% $262,997 Future Traffic Signals Master Plan Offsetting Revenue $45,315 ($45,315) 26.30% ($11,918) Future Traffic Signals Master Plan Total $43,000,000 $45,315 $42,954,685 $11,296,950
Source: City of Fontana

DEVELOPMENT IMPACT FEES

FONTANA, CALIFORNIA
TRAFFIC SIGNALS NEEDS LIST THROUGH 2043

APPENDIX B
Facility Name Total Cost for
Facility
Off-setting
Revenues Net Cost to City
Percent of
Cost
Allocated to
New
Development
Cost Allocated
to New
Development
Policy
Background
or Objective
AOS 1 $898,928,000 $0 $898,928,000 24.23% $217,841,812
AOS 2 $131,702,000 $0 $131,702,000 24.23% $31,916,018
AOS 3 $137,433,000 $0 $137,433,000 24.23% $33,304,841
Offsetting Revenue $13,869,013 ($13,869,013) 24.23% ($3,360,949) Total $1,168,063,000 $13,869,013 $1,154,193,987 $279,701,722 Source: City of Fontana
Storm Drain Facilities

APPENDIX B

DEVELOPMENT IMPACT FEES

FONTANA, CALIFORNIA
STORM DRAIN FACILITIES NEEDS LIST THROUGH 2043
Facility Name Total Cost for
Facility [1]
Off-setting
Revenues Net Cost to City
Percent of Cost
Allocated to
New
Development
Cost Allocated
to New
Development
Policy Background or
Objective
Sewer Facilities
Diversion Structures
San Bernardino Ave and Citrus Ave $0 $0 $0 26.30% $0
San Bernardino Ave and Poplar Ave $0 $0 $0 26.30% $0
Cypress Ave and Baseline Ave $0 $0 $0 26.30% $0
Palmetto Ave and Valley Blvd $148,800 $0 $148,800 26.30% $39,134 Alder Ave and Hawthorne Ave $148,800 $0 $148,800 26.30% $39,134 Subtotal $297,600
Pipelines
Alder Ave. and Hawthorne Ave $777,713 $0 $777,713 26.30% $204,536 Granada Ave. and Alder Ave. $2,831,850 $0 $2,831,850 26.30% $744,768 Marygold Ave. and Palmetto Ave. $906,750 $0 $906,750 26.30% $238,472 Juniper Ave. and Randall Ave. $2,480,775 $0 $2,480,775 26.30% $652,436 Oleander Ave. and Orange Way $830,025 $0 $830,025 26.30% $218,294 Gravity Collectors and Local Street Sewer Improvements $13,078,125 $0 $13,078,125 26.30% $3,439,506 Downtown Core $9,150,038 $0 $9,150,038 26.30% $2,406,432 Westgate SP Phase 1 $2,501,700 $0 $2,501,700 26.30% $657,939 Westgate SP Phase 2 $1,970,438 $0 $1,970,438 26.30% $518,219 Arboretum SP $754,463 $0 $754,463 26.30% $198,421
Tamarind Ave. and Grevillea St. $1,479,863 $0 $1,479,863 26.30% $389,199 Alder Ave. and Pine Ave. $1,499,625 $0 $1,499,625 26.30% $394,397 Maple Ave $7,387,688 $0 $7,387,688 26.30% $1,942,939
Gravity Collectors and Local Street Sewer Improvements $13,078,125 $0 $13,078,125 26.30% $3,439,506 Subtotal $58,727,175
Lift Stations
Southridge Lift Station $4,650,000 $0 $4,650,000 26.30% $1,222,936 Tamarind $3,487,500 $0 $3,487,500 26.30% $917,202
11th St and Linden Lift Station $3,487,500 $0 $3,487,500 26.30% $917,202 Subtotal $11,625,000
Offsetting Revenue $0 $0 26.30% $0
Total $70,649,775 $0 $70,649,775 $18,580,673
Source: City of Fontana
[1] Includes 6.25% to account for cost increase from Dec 2023 to Dec 2025 per California Construction Cost Index, and 10% to account for Administration and Environmental costs related to the project.

APPENDIX B

DEVELOPMENT IMPACT FEES

FONTANA, CALIFORNIA
SEWER NEEDS LIST THROUGH 2043

APPENDIX
C
City of
Fontana
DRAFT
Development
Impact Fee Justification Study

C
ITY
OF
FONTA
NA
CA
P
ITAL
IMPR

OVEMENT LIST
City of Fontana Capital Improvement List
2026-2027

The City's Capital Improvement Program (CIP) identiﬁes the public infrastructure necessary to accommodate future growth while maintaining the level of service established by the City Council. The CIP serves as the planning and implementation framework for the City's Development Impact Fee (DIF) Program and identiﬁes the public facilities reasonably required to mitigate the impacts generated by future development.

The projects included in this Capital Improvement Program (CIP) have been evaluated to determine whether they are reasonably related to the anticipated growth identiﬁed in the City's General Plan, Speciﬁc Plans, Housing Element, Transportation Plans, Storm Drain and Sewer Master Plans, Parks Master Plan, and other adopted planning documents. The CIP also incorporates recommendations derived from engineering studies, traƯic analyses, utility and infrastructure assessments, and other technical and administrative information developed by City staƯ and professional consultants. Following review and consideration by the City Council, this CIP serves as the City's oƯicial long- range planning document for identifying public infrastructure improvements needed to accommodate future growth, maintain adopted levels of service, preserve public assets, enhance public safety, and support the community's long-term development objectives.

The Capital Improvement Program (CIP) is intended to serve as the technical foundation supporting the City's Development Impact Fee Nexus Study and will be periodically reviewed and updated to reﬂect changes in development projections, construction costs, adopted planning documents, completed projects, funding availability, and applicable legal requirements. Because future development patterns, travel demand, funding opportunities, and infrastructure needs are inherently uncertain, the CIP does not identify speciﬁc construction schedules or anticipated completion dates for individual projects. Project implementation will be prioritized and scheduled based on development activity, available funding, operational needs, engineering evaluations, and City Council direction.

The inclusion of a project in this CIP does not constitute a determination that the project currently satisﬁes all applicable engineering criteria, operational thresholds, regulatory requirements, or warrants for construction. Rather, the CIP identiﬁes public infrastructure improvements that may become necessary to accommodate future growth and maintain the City's adopted level-of-service objectives.

Individual projects—including, but not limited to, traƯic signals, intersection improvements, roadway widenings, and other transportation facilities—will be subject to separate engineering analyses, warrant evaluations, environmental review, funding availability, and all applicable federal, state, and local approval requirements before design or construction is authorized.

PUBLIC FACILITIES NEEDS LIST THROUGH 2043
Facility Name (Projects over next 20 yrs) Total Cost for Facility Corporate Yard Expansion (Public Works North yard) $30,000,000 Proposed Parking Structure (Metro Station - 1,500 spaces) $70,000,000 City Hall (Phase III Expansion – Energy EƯiciency & Sustainability Project) $10,000,000

POLICE FACILITIES NEEDS LIST THROUGH 2043
Facility Name (Projects over next 20 yrs) Total Cost for Facility Police Department – add 3,300/sq ft TI work for additional PDs $40,000 Police Department Secure Parking Structure $40,000 Police Sub Station - North end of town 2000 sq ft $5,000,000 Police Hangar for Helicopter storage $6,000,000 Command Post 50 ft motor home increase the size $650,000 Police Black & White Vehicles - Fleet increase 1 vehicle per every 3 oƯicers (30 oƯicers) $1,000,000 Armored Vehicle $400,000
Helicopter (for high wind situation) $5,000,000 Motorcycles ($45,000 each x 10) $450,000
Property OƯice Site Storage facility 2500 sq ft $0 Police Substation (Metrolink) $10,000,000

FIRE FACILITIES NEEDS LIST THROUGH 2043
Facility Name (Projects over next 20 yrs) Total Cost for Facility Station 77 Expansion to the neighboring lot with addition of apparatus bays and dorm rooms $5,000,000 Construction of Phase 2 station 80 ﬁre station once development begins in Westgate Speciﬁc Plan area $12,000,000 Two High-End Ladder Fire Trucks $2 mil each total $4 mil to support additional population $4,000,000 Purchase Firecat Swat Vehicle for ﬁre ﬁghting $1,000,000 LIBRARY FACILITIES NEEDS LIST THROUGH 2043
Facility Name (Projects over next 20 yrs) Total Cost for Facility Library Facility Modernization and Expansion (STEAM Learning Center) $1,004,936 Facility Improvements and Reconﬁguration (STEAM Learning Center) $797,568 Site Circulation $103,684
Technology, Infrastructure, and Building enhancements (STEAM Learning Center) $7,178,112 Growth-servicing library facilities $311,052
PARKS FACILITIES NEEDS LIST THROUGH 2043
Facility Name (Projects over next 20 yrs) Total Cost for Facility New South Fontana Community Center (Don Day) $35,000,000 Park Improvements – See Park and Recreational Trail Master Plan $35,000,000 Recreational Trails – See Park and Recreational Trail Master Plan $35,000,000 New Community Center in Core of City (Miller) $30,000,000 Action Park - North or Mid portion of Fontana $7,500,000 Security Camera Upgrades $6,500,000
Action Park – Martin Tudor $10,000,000
Millar Amphitheater $15,000,000

LANDSCAPE MEDIANS NEEDS LIST THROUGH 2043
Facility Name (Projects over next 20 yrs) Total Cost for Facility S Highland Ave - 600' Past Citrus to Auto Center Drive Heading East: Construct Raised Landscape Median $2,400,000 Valley Blvd. from Banana Ave. to Cherry Ave. $1,500,000 Mulberry Ave. from Santa Ana Ave. to Slover Ave. $1,500,000 Arrow Blvd. from Citrus Ave. to Jurupa Ave. $2,400,000 Arrow Blvd. from Palmetto Ave. to Alder Ave. $1,500,000 Slover Ave. from Jasmine St to Sierra Ave $14,889,600 Beech Ave. from Slover to Jurupa Ave. $3,168,000 Beech Ave. from Baseline Ave. to Miller Ave. $1,500,000 Beech Ave. from PE Trail to Foothill Blvd $630,000 Sierra Lakes from San Sevaine to Beach $1,560,000 Sierra Lakes from Lytle Creek to Catawba $1,560,000

LOCAL ARTERIALS NEEDS LIST THROUGH 2043
Facility Name Total Cost for Facility
Alder Ave - from 650 feet north of Miller Ave to Miller Ave $338,000 Alder Ave - from 460 feet south of Marygold Ave to Valley Blvd (West Side) $405,600 Fontana Ave from Merrill Ave to Randall Ave $5,168,000 Fontana Ave from Poplar Ave to San Bernardino Ave $3,600,000 Fontana Ave from San Bernardino Ave to Valley Ave $4,586,000 Knox Ave - from Sierra Lakes Pkwy to S. Highland Ave $2,448,000 Locust Ave - from San Jacinto to 320 feet north of Miller Ave $496,400 Locust Ave - from Miller Ave to Foothill Blvd $1,346,400 Locust Ave - from Foothill Blvd to 275 feet north of PE Trail $3,300,000 Locust Ave - from Arrow Blvd to Metrolink RR $1,950,000 Locust Ave - from Metrolink RR to Merrill Ave $770,000 Locust Ave - from Merrill Ave to Randall Ave $4,080,000 Miller Ave - Date Ave to Cypress Ave $306,000
Miller Ave - 230 feet west of Laurel Ave to Laurel Ave $156,400 Miller Ave - 150 feet east of Laurel Ave to Texas Way $210,000 Miller Ave - Locust Ave to Maple Ave $980,000
Randall Ave. from Lime Ave. to Fontana Ave. $2,590,000 Randall Ave from Laurel Ave to Locust Ave (North side) $1,280,000 Randall Ave from 650 feet east of Locust Ave to Maple Ave (North side) $650,000 Valley Blvd. Banana to Almond $1,088,000

ACTIVE TRANSPORTATION NEEDS LIST THROUGH 2043
Facility Name (Projects over next 20 yrs) Total Cost for Facility

CLASS I SHARED-USE PATHS
San Bernardino County Parcel from Southern California Edison Utility North to Riverside Ave $10,240,112 Southern California Edison Utility North Spur I from Bridlepath Dr to SCE Utility North Spur II $5,217,850 Connector Path from Wilson Ave to Southern California Edison Utility North Spur I $1,630,542 Southern California Edison Utility North from East Ave to Sierra Ave $21,197,626 SR-210 Drainage (South) from Victoria Ave to Knox Ave $8,087,756 SR-210 Drainage (North) from San Sevaine Rd to Knox Ave $3,261,230 San Sevaine Trail Extension from Paciﬁc Electric Trail to Victoria Ave $1,630,542 Metrolink Trail from Catawba Ave to Maple Ave $9,881,264 San Sevaine Trail (South) from Philadelphia Ave to 1-10 Freeway $8,152,854 Southern California Edison Utility South I from San Sevaine Trail to Rancherias Dr $2,608,925 Southern California Edison Utility South II from Live Oak Ave to Poplar Ave $3,587,309 Southern California Edison Utility South III from Catawba Park to Locust Ave $9,783,542

CLASS II BIKE LANES
Sierra Ave (Central) from Foothill Blvd to Merrill Ave $347,437 Valley Blvd from Banana Ave to Alder Ave $781,771 Alder Ave (North) from Shamrock to Randall Ave $437,844 Cypress Ave (South) from Slover Ave to Southern California Edison Utility Path $86,896 Juniper Ave (Central) from Foothill Ave to Merrill Ave $173,792 Jurupa Ave from Etiwanda Ave to Live Oak Ave $564,677 Merrill Ave from Catawba Ave to Maple Ave $521,229 Miller Ave from Beech Ave to Maple Ave $654,938 Fontana Ave from Athol Ave to Randall Ave $65,977 Live Oak Ave from Jurupa Ave to Fernwood Way $52,079 Mulberry Ave from Jurupa Ave to Philadelphia Ave $175,547 Poplar Ave (South) from Boyle St to Beech Ave $303,989 Randall Ave from Lime Ave to Catawba Ave $477,781 Randall Ave from Juniper Ave to Palmetto Ave $955,658 San Bernardino Ave from Fontana Ave to Catawba Ave $483,048 San Bernardino Ave from Juniper Ave to Alder Ave $1,209,723 Sierra Ave from Jurupa Ave to South City Border $172,036 Slover Ave from San Sevaine Trail to Sierra Ave $781,771 Mango Ave (Central) from Foothill Blvd to Merrill Ave $173,792

CLASS IV SEPARATED BIKEWAY CONSTRUCTION
Slover Ave from Sierra Ave to Tamarind Ave $151,995 Sierra Ave (South) from Slover Ave to Jurupa Ave $407,270 Jurupa Ave from Live Oak Ave to Sierra Ave $526,788 Citrus Ave (South) from Slover Ave to Jurupa Ave $243,133

TRAFFIC SIGNALS NEEDS LIST THROUGH 2043
Facility Name Total Cost for Facility
SIERRA RIVERSIDE $1,000,000
MERRILL AVE CYPRESS AVE $1,000,000
VALLEY BLVD BEECH AVE $1,000,000
BASELINE AVE TAMARIND AVE $1,000,000
VALLEY BLVD ELM AVENUE $1,000,000
SLOVER AVE HEMLOCK AVE $1,000,000
LIVE OAK AVE VILLAGE DR $1,000,000
FOOTHILL BLVD BEECH AVE $1,000,000
BEECH AVE SR-210 $1,000,000
CHERRY AVE BANANA AVE $1,000,000
BEECH AVE MILLER AVE $1,000,000
ARROW BLVD LAUREL AVE $1,000,000
ALDER AVE MARYGOLD AVE $1,000,000
SANTA ANA AVE ALMOND AVE $1,000,000
SAN BERNARDINO OLEANDER AVE $1,000,000
SAN BERNARDINO MANGO AVE $1,000,000
SAN BERNARDINO CATAWBA AVE $1,000,000
CHERRY AVE VILLAGE DR $1,000,000
SOUTH HIGHLAND JUNIPER AVE $1,000,000
SLOVER AVE POPLAR AVE $1,000,000
MILLER AVE LOCUST AVE $1,000,000
SLOVER AVE BANANA AVE $1,000,000
CHERRY AVE SUMMIT AVENUE $1,000,000
RANDALL AVE MANGO AVE $1,000,000
RANDALL AVE FONTANA AVE/CATAWBA $1,000,000
JUNIPER AVE VALENCIA AVE $1,000,000
MILLER AVE MANGO AVE $1,000,000
SLOVER AVE ELM AVE $1,000,000
SOUTH HIGHLAND ALMERIA AVE $1,000,000
SOUTH HIGHLAND KNOX AVE $1,000,000
MILLER AVE JUNIPER AVE $1,000,000
RANDALL AVE CYPRESS AVE $1,000,000
BEECH AVE WALNUT AVE $1,000,000
WALNUT AVE JUNIPER AVE $1,000,000
RANDALL AVE OLEANDER AVE $1,000,000
BEECH AVE KRISTINE $1,000,000
SUMMIT AVE CYPRESS AVE $1,000,000
SANTA ANA AVE ALMOND AVE $1,000,000
MARLAY AVE PACIFIC AVE $1,000,000
CYPRESS AVE WALNUT STREET $1,000,000
SOUTH HERITAGE WEST LIBERTY PKWY $1,000,000
SOUTH HERITAGE EAST LIBERTY PKWY $1,000,000
RANDALL AVE PEPPER ST $1,000,000

SEWER NEEDS LIST THROUGH 2043
YEAR 0 TO YEAR 5
Facility Name Proj. ID Description of Improvement Est. Proj. Cost Diversion Structures
San Bernardino Ave and Citrus Ave (1) - Change diversion of splitter box. Reconﬁgure ﬂow direction westerly (MH ID: I24_70) $0 San Bernardino Ave and Poplar Ave (1) - Change diversion of splitter box. Reconﬁgure ﬂow direction westerly (MH ID: H24_88) $0 Cypress Ave and Baseline Ave (1) - Change diversion of splitter box. Reconﬁgure ﬂow direction westerly (MH ID: I26_28) $0 Palmetto Ave and Valley Blvd H-1 Install diversion stop plate to divert ﬂow into southerly parallel line $128,000 Alder Ave and Hawthorne Ave H-3 Install diversion structure to split half ﬂow into Hawthorne Ave and half into Alder Ave $128,000

Pipelines
Alder Ave and Hawthorne Ave H-2 Replace ±1,350 LF of 6" dia. pipe with 10" dia. pipe $669,000 Granada Ave and Alder Ave H-4 Replace ±2,400 LF of 8"-12" dia. pipe with 12" and 15" dia. pipe $2,436,000 Marygold Ave and Palmetto Ave H-5 Replace ±1,300 LF of 10" dia. pipe with 15" dia. pipe $780,000 Juniper Ave and Randall Ave H-6 Replace ±2,650 LF of 18" dia. pipe with 24" dia. pipe $2,134,000 Oleander Ave and Orange Way H-7 Lower invert elevation of manhole L21_22 to increase slope and $714,000 maximize pipe capacity prior to RR crossing. Replace ±1,000 LF of 12" dia. pipe and ±300 LF of 10" dia. pipe.

Gravity Collectors and Local Street Sewer Imprv. - Proposed 25,000 LF of 8" dia. Pipe $11,250,000 Downtown Core - Refer to Appendix A $7,871,000

* Apply 10% of Admin and Env Cost to the project
* Apply 6.25% of cost increase from Dec 2023 to Dec 2025 per California Construction Cost Index

SEWER NEEDS LIST THROUGH 2043
YEAR 6 TO YEAR 20
Facility Name Proj. ID Description of Improvement Est. Proj. Cost Pipelines
Westgate SP Phase 1 H-8 Proposed ±2,520 of 10" dia. and 1,600± of 12" dia. backbone piping for Westgate SP $2,152,000 Westgate SP Phase 2 H-9 Proposed ±3,000 of 12" dia. backbone piping for Westgate SP $1,695,000 Arboretum SP H-10 Proposed ±1,310 of 10" dia. backbone piping for Arboretum Speciﬁc Plan $649,000 Tamarind Ave. and Grevillea St. H-11 Replace ±1,900 LF of 15" dia. pipe with 18" dia. pipe $1,273,000 Alder Ave and Pine Ave H-12 Replace ±2,150 LF of 12" dia. pipe with 15" dia. pipe $1,290,000 Maple Ave S-2 Proposed ±2,650 LF of 15" dia. pipe, ±2,650 LF of 12" dia. pipe, $6,355,000 and ±6,600 of 10" dia. pipe
Gravity Collectors and Local Street Sewer Improv. - Proposed 25,000 LF of 8" dia. Pipe $11,250,000

Lift Stations
Southridge Lift Station - Proposed 2.0 MGD LS (1.7 MGD ﬁrm capacity) $4,000,000 Tamarind L-1 Proposed 1.7 MGD LS (1.3 MGD ﬁrm capacity) $3,000,000 11th St and Linden Lift Station IDI development Treating IDI development Sewer - Lift Station $3,000,000

* Apply 10% of Admin and Env Cost to the project
* Apply 6.25% of cost increase from Dec 2023 to Dec 2025 per California Construction Cost Index

City of Fontana

TPARKS FACILITIES NEEDS LIST
THROUGH 2043
I. Park Improvements (Existing Parks)
Construction Costs
A&E Costs Total Costs Priority Level
Almeria Park $385,000
2 new ADA inclusive Playground Structures $350,000 $35,000 High Cambria Park $605,000
Playground Shade Structure $150,000 $15,000 High
New ADA Inclusive Playground Structure $250,000 $25,000 Low New Park Gazebo $150,000 $15,000 Low
Catawba Park $440,000
New Restrooms $300,000 $30,000 High
Resurface Parking $100,000 $10,000 Low
Chaparral Park $753,500
Shelter Roof Renovation $85,000 $8,500 Moderate
New Restroom $300,000 $30,000 High
New ADA Inclusive Playground w/ shade Structure $300,000 $30,000 Moderate Condor Park $165,000
Full coverage playground shade structure $150,000 $15,000 Moderate Coyote Canyon Park $1,419,000
Add shade at ballfield dugouts (6) $150,000 $15,000 High New ADA Inclusive Playground Structure $250,000 $25,000 Low Replace rubber playground safety surfacing $80,000 $8,000 Low Add shade for ballfield spectator areas (6) $360,000 $36,000 Low Ballfield Score Boards (3) $450,000 $45,000 Moderate
Fiesta Park $412,500
Playground Shade Structure $100,000 $10,000 High
Replace rubber playground safety surfacing $75,000 $7,500 High New ADA Inclusive Playground Structure $200,000 $20,000 Low Fontana Park $330,000
Shaded spectator areas for the pool deck (2) $300,000 $30,000 Low Dr. Charles Koehler Park $572,000
ADA Playground w/ shade & Improvements $400,000 $40,000 Moderate Resurface Parking Lot $120,000 $12,000 Low
Heritage Circle Park $731,000
Security Lighting $200,000 $20,000 High
Renovate Restroom $150,000 $15,000 High
Fitness Trail $200,000 $36,000 Moderaate
New Park Gazebo $100,000 $10,000 High
Heritage Tot Lot West $385,000
Playground Shade Structure $100,000 $10,000 High
New ADA Inclusive Playground Structure $250,000 $25,000 Low Hunter's Ridge $632,500
Snack Bar Roof Improvement $100,000 $10,000 Moderate
Resurface Parking Lot $120,000 $12,000 Low
Add Shade at Ballfield Dugouts (2) $30,000 $3,000 High
Full Coverage Playground Shade Structure $150,000 $15,000 Low Add shade for ballfield spectator areas (2) $175,000 $17,500 Low Martin Tudor Regional Park $3,135,000
Park Rehabilitation $450,000 $45,000 High
Resurface Parking Lot $100,000 $10,000 High
Sewer Extension $300,000 $30,000 High
Playground Shade Structure $150,000 $15,000 High
Replace rubber playground safety surfacing $100,000 $10,000 High New ADA Inclusive Playground Structure $250,000 $25,000 High Bicycle Pump Track Action Park $1,500,000 $150,000 High Jurupa Hills Open space Park $330,000
Hillside Stabilization above the splash Pad $200,000 $20,000 Low Wilderness Trails $100,000 $10,000 Moderate

TPARKS FACILITIES NEEDS LIST
THROUGH 2043
Mary Vagle Museum and Nature Center $165,000
Resurface Existing Parking Lot $150,000 $15,000 High
McDermott Sports Park $385,000
Playground Shade Structure $150,000 $15,000 High
ADA Playground Structure $200,000 $20,000 High
McDermott Soccer Park $2,787,500
Replace Fence $225,000 $22,500 High
Resurface Parking Lot $150,000 $15,000 Low
Shade Structures $250,000 $25,000 Moderate
Artifical Turf $2,000,000 $100,000 Low
Miller Park $20,460,000
New outdoor pool facility $2,500,000 $250,000 Low
New Indoor Pool Facility $400,000 $40,000 Low
Gymnasium with two indoor basketball courts Courts $15,000,000 $1,500,000 Low Indoor racketball courts $300,000 $30,000 Low
Amphitheature seating with Dance Area $400,000 $40,000 Low North Heritage Park $687,500
Playground Shade Structure $150,000 $15,000 High
Replace rubber playground safety surfacing $75,000 $7,500 High New ADA Inclusive Playground Structure $250,000 $25,000 Low Lighting
$150,000 $15,000 High
North Tamarind Park $110,000
ADA sidewalk improvements $100,000 $10,000 High
Oak Park $825,000
Restroom Improvement $150,000 $15,000 High
Security Lights $150,000 $15,000 High
Shelter Roof $50,000 $5,000 Moderate
Playground Shade Structure $150,000 $15,000 Moderate
New ADA Inclusive Playground Structure $250,000 $25,000 Moderate Patricia Marrujo Park $770,000
Playground Shade Structures (2) $200,000 $20,000 Moderate New ADA Inclusive Playground Structure $250,000 $25,000 Moderate New Park Gazebos (2) $250,000 $25,000 Moderate
Patricia Murry Park $550,000
Playground Shade Structure $100,000 $10,000 High
New ADA Inclusive Playground Structure $250,000 $25,000 Moderate New Park Gazebo (2) $150,000 $15,000 Moderate
Ralph M. Lewis Park $704,000
New Football Goal Posts with Catch Net Systems(8) $640,000 $64,000 High Rosena East Park $1,210,000
Playground Shade Structures (2) $400,000 $40,000 High
New Park Gazebo $100,000 $10,000 Low
New ADA Inclusive Playground Structures (2) $600,000 $60,000 Low Rosena West Park $528,000
Playground Shade Structure $150,000 $15,000 High
Replace rubber playground safety surfacing $80,000 $8,000 High New ADA Inclusive Playground Structure $250,000 $25,000 Low San Sevaine $715,000
Resurface Parking Lot $200,000 $20,000 Low
Full Coverage Playground Shade Structure $150,000 $15,000 Low Upgrade Existing Park Exercise Equipment $150,000 $15,000 Low New Park Gazebo $150,000 $15,000 Low
Seville Park $880,000
Resurface Parking Lot $100,000 $10,000 Low
Remove the old amphitheater and stage $150,000 $15,000 Low New Pickle Ball Courts (4) $400,000 $40,000 Low
ADA sidewalk improvements $150,000 $15,000 Low
Shadow Park $440,000
Playground Shade Structure $150,000 $15,000 Moderate
New ADA Playground Improvements $250,000 $25,000 Moderate

TPARKS FACILITIES NEEDS LIST
THROUGH 2043
Southridge Park and Don Day Community Center $715,000
Resurface Existing Parking Lot $100,000 $10,000 Low
Shade for Ballfield Spectator Areas (4) $300,000 $30,000 Low New ADA Inclusive Playground Structure $250,000 $25,000 Low Sycamore Hills Park $605,000
Playground Shade Structure (2) $300,000 $30,000 High
New ADA Inclusive Playground Structure $250,000 $25,000 High Village Park $1,630,000
Playground Shade Structure $150,000 $15,000 High
Replace roof on Park Gazebo $100,000 $10,000 High
Shade for Ballfield Spectator Areas (4) $250,000 $25,000 High New ADA Inclusive Playground Structure $250,000 $25,000 Moderate Expand Parking $250,000 $25,000 Moderate
ADA sidewalk improvements $50,000 $150,000 Moderate
Ballfield Score Boards(3) $300,000 $30,000 Moderate
VOH Pool Facility $330,000
Spectator Shade Structure (2) $300,000 $30,000 High
General Park Camera Based Security for Parks $165,000
Annual Security up grades to parks $150,000 $15,000 High $40,815,000 $4,142,500 $44,957,500

TPARKS FACILITIES NEEDS LIST
THROUGH 2043
II. New Community Facilities
Sq. Ft. Construction
Co
sts A&E Costs Total Costs Priority
Level
$650.00 /SF
Renovated Don Day Community Center $28,080,000
40,000 $26,000,000 $2,080,000 Moderate
$28,080,000
4-2
IV. New Parks
Acres Land Costs Construction
Costs A&E Costs Total Costs Priority
Level
$600,000 /Acre $750,000 /Acre
Arboretum Parks $7,722,000
13 $7,150,000 $572,000 Moderate
Downtown Linear Park on P.E. Trail $1,603,800

2.7 $1,485,000 $118,800 Moderate
Sierra Lakes Sports Park $35,820,000
30 $18,000,000 $16,500,000 $1,320,000 Moderate
Westgate Parks $11,309,760

19.04 $10,472,000 $837,760 Moderate
$56,455,560
III. Recreation Trails
Acres Construction
Co
sts A&E Costs Total Costs Priority
Level
$450,000 /Acre
Hiking and Biking Trails (12" Wide)
Sec Utility Corridor 8.73 $3,928,500 $392,850 $4,321,350 Low Joint Use Trail (27' Wide)
San Sevaine Creek Channel 33.71 $15,169,500 $758,475 $15,927,975 Low $20,249,325
4-2

STORM DRAIN FACILITIES NEEDS LIST
THROUGH 2043
Path: P:\F\FONT00000121\0600INFO\GS\Maps\ProposedCapitalImprovementProjects.aprx Capital Improvement Project Prioritization Scores
All Areas of Study
Fontana
Alamo Dr
Day
Creek
Blvd
Day
Creek Blvd
Blu
egrass
Ave
Stone
view
Rd
Wilson Ave
AlturaDr
Alvarado
Pl
Da pple Dr
Melon Dr
Indian
WellsPl
John L. Golden
Day Creek
Vintage Dr
Suga rgum St
Car
ob
Ave
Ba nyan St
Day
Creek
Blvd
Arbor Ln
Hes
s
Pl
Day
Creek
Blvd
Victoria
Gardens
Fire Station No.
3 Historic Winery
(Regina/Filippi)
Cultural
Center/Biane
Library
66 Day CreekBlvd
Juneberry Dr
Foothill
Marketplace
Concours St
6th St
Souther
n P a
cific
RR
Shea Ce nter Dr
Santa Ana St
Unio n PacificRailroad
Up
Railr o
ad
S V
intage
Ave
S
Vintage
Ave
E Franc is St
Universe Dr
Decl iff DrForest Ser vic e Rd
Encino
Ct
East Etiwa
ndaCree
k
EastAv
e
Etiw
anda
Ave
Etiwanda
Ave
Etiw
anda
Ave
Daycreek B
lvd
NOverlook Dr
23r d St
Amber Ln
Altura Dr
Aren a Dr
Parke Cir
Stillwater P
l
Wilson AveWilson Ave Wilson Ave
Summit
Intermediate
Etiwanda
Colony
Fire Station No.
6 210
Copley Dr
Vic toria St
PecanAve
Carnes i Dr
N
Victoria
W
indrowsLoop
Highland Av e
C
ountr
yw
ood
Pl
Blue Gum Dr
Ar apahoRd
Cherokee Rd
LaurelBl
ossom
Pl
Fisher Dr
DiCarlo
Pl
Pi sta che St
Plum
Wa
y
Silver Sky Rd
Victoria
Park L
n
Ea
stAve
Etiw
anda
Av
e
Banyan St
Etiwanda
15 W
Li
berty
Pk
wy
Miller A ve
Sutter
Ct
Churc h St
Kew
Ave
Pecan
Ave
PinotPl
Mosaic Dr Colonial Dr
Garcia Dr
Ea
stA
ve
East
Av
e
Bas eline Rd
Victoria
Garden
s L
n
Victoria Arbors
Park
Perdew
Etiwanda Depot
Chaffey-Garcia
House
Post Office
Police
Substation
66 66
Ilex S
t
Cotton
w
ood
Ave
Napa St
Ivy Ave
Chat ham Dr
Hickory A
ve
Flagstaff D r
Joliet Dr
Corn
wall
Ave
Whittram Av e
Arr ow Rte
Etiw
anda
Ave
Foot hil l Blv d
Kaiser
W
ay
Transportation
W
ay
Access
Rd
Acce
ss
Rd
Barrin
gton
Ave
Vip Rd
6th St
San Bernardin o Ave
Valley Blvd
N
Etiw
anda A
ve
Com
m
erce
Dr
4th St
Etiwa
nda
Ave
Souther n Pacific RR Uni on P a c ific
10 1010
Jasm
ine
St
Com
me
rc
e
Way
Comm
erce
Wa
y
Santa Ana St
Valley Blvd
Slover Ave
N
Etiw
anda
Ave
E Airport Dr
S
Etiw
anda A
ve
Fontana
Gateway
Dahlia St
Industry
Av
e
Cham
pagne
Ave
Marlay AveE Francis St
Chab
lis
Ave
Jurupa St Jurupa Ave
S Etiwanda Ave
Inland AveVenture
D
r
Lato ur Ln
Philadel phia Ave Philadelphia AvePhiladelphia Ave
Colonbero Rd
Woodley Ridge Dr
Decliff Dr
Summit Ave
Regina Dr
Ea
st
Etiwanda
Cre
ek
Wa
rdma
n
Bull
ock
Rd
Crescen
ta
Way
San
Sevaine
Rd
Ridgeline
Pl
C
res
tline
Pl
Aggazzotti Rd
Frost Dr
John
ston
Pl
Cher
ry A
ve
Wil son Ave
210
15 15
Vict oria St
Smoke stone St
Rai
ndr
op P
l
Copley Dr
Fisher Dr
Gypsum Dr
Highland Ave
Cherry
Ave
Banyan St
Westgate
E L
ibert
y P
kw
yW
Linco
ln
Lo
op
Rd
E L
incoln Loop
Rd
Herita ge Ci r
W
Yosemite Loop Rd
E G
rand
Ave
De l Norte St
Marbe lla St
W Lib erty Pk wy
W LibertyPkwy
Quail Ct
Rideout Ct
Pacif ic Electric Inland Empire Trl
Cherr
y Av
e
Bas eline Ave
Heritage
Intermediate
School
Village Of
Heritage
B ur lington Nor th er n and San te Fe Ra ilr oad
66 66
Calabash
Ave
Back Str aight Rd
Ivy Ave
Owen StBa
nana
Ave
Almo
nd Av
e
W
Perimeter Rd
C
herry A
ve
Cher
ry
A
ve
Che
rry Ave
Whittram A
ve
Arrow Rte Arrow Blvd
Footh ill Blvd
Alm
ond
Ave
California Ste el Way
BananaAve
S Perime ter Rd
Iris Dr
Ca
lab
ash
Ave
W Pe
rim
eter
Rd
Sa n Ber nar dino Ave
Auto Club
Speedway
Kaiser Park
10 10
B
usiness
Dr
Sant a Ana Ave
Ba
na
na
Ave
Almon
d
Ave
Alm
on
d
Av
e
Calabash
Ave
Calaba
sh
Ave
Slove r Ave
Valley BlvdValle y Blvd
Ch
erry
Ave
M
ulberry
Ave
Marlay Ave
Almo
nd
Ave
Calabash
Ave
Cala
bas
h
Ave
Chaparral Ave
Cabe
rne
tDr
El Contento Ave
Hillcrest Dr
Jurupa Ave
M
ulber
ry Ave
Cherry Ave
Cherr
y A
ve
Shadow Park
Chaparral Park
Oak Park
Kaiser High
School
Southridge
Middle School
Gree n Vista Dr
Vintage
Pl ChablisAve
Hadley D
r
Tamarack Way
Weeping Willow Ln
Duncan Canyon Rd
Tahan
Wa
y
Brookside
Av
e
Co
yote
C
anyo
n
Rd
Fox
boroughDr
Bridlepat h Dr
Coyote Canyon
15 Ly
tle
Cre
ek Rd
Co
yot
eCany
on
Rd
S Bridlepath Dr
Su mmit Ave
Summ
it Ave
Cherry
Ave
Fox Ridge Dr
W
ra
ngler D
r
San Sev
aine R
d
Ten
derfo
otDr
Deer Dr
Ha
wk St
Ha
lf D
om
e
Dr
Roose
vel
tDr
Reag
an D
r
Sa ddlepeak Dr
Bee ch Ave
Rosena Park
East
David W Long
Elementary
Summit Heights
Hunter's Ridge
Pr es ton Dr
Hemloc
k
Ave
San
Sev
ain
e
Rd
Walnut St
Walnut St
Earhart Ave
Ma ine St Holiday Dr
Caroline St
Brant D r
Curt is Ave
La rkstone St
Ly
tle C
reek
Rd
Rockwell Ave
Horizon St
Chant
el D
r
Sierra Lakes Pkwy
Sierra Lake s Pkwy
Walnut Ave
Bee
ch
Ave
S Highland Ave
California
Landings
Bee
ch
Ave
Hilton D r
Hem
lock
Ave
He
m
loc
k
Av
e
Andrea
St
Live O
ak
Av
e
Sa
n
Seva
ine
R
d
Pl
umro
se
St
Sand hurst St
Bar Harbor Rd
M
cG
uire Av
e
Sea Sa
lt Av
e
Miller Ave
Arosia Dr
Mont
anez
St
Myrtle Pl
Beec
h
Ave
Bee
ch A
ve
Sultana Ave
Bego nia Dr
Villa
ge Pkwy
Mil ler Ave
Plumar
ia
Dr
Base line Ave Rancho
Fontana
Morningside
66 Sult
ana
Ave
Hemlock Ave
Re
dwood Ave
Re
dwood Av
e
El
m A
ve
Ceres Ave
Yucca Ave
Live Oak
Ave
Live Oak Ave
Reseda
A
ve
He
ath
er
Av
e
Va lenc ia Ave
Country Ln
Seville A ve
Orchid S t
Upland Ave
Ivy Ave
Merri ll Ave
Whittram Av e
Beech
Ave
Beech Ave
Arrow Blvd
Footh ill BlvdFoo thi ll Blvd
Hem
lock A
ve
Ra ndall Ave
Hibisc us Ave
Pine Ave
Redwood A
ve Elm Ave
Sequ oia Ave
Live
O
ak
Av
e
Mallory Dr
Athol St
Iris Dr Iris Dr
Rosem ary Dr
Hunt er St
El Molino St
El Molino St
Su
ltana Av
e
Carmel St
Carob
Ave
Rob
inia
St
Fon
tana Av
e
San Be rnardino Ave
B
eec
h Ave
Sequoia Middle
School
Union Pacific
10 10Beec
hAve Beech A
ve
Hem
lockAve
Santa Ana Ave
Elm Ave El
m
Ave
Re
dwo
od
Av
e
Red
woo
d A
ve
Live Oak
Ave
Live Oak Ave
Was hingt on Dr
Boyle Ave
Boyle Ave
Ma nil a St
Aliso Dr
Slover Ave
Valley Blvd
Southwest
Industrial Park
Beech
Ave
Hemlock Ave
Li
ve O
ak
Ave
Elm
Ave
El
m
Av
e
Village Dr
Coleen St
Canyon Crest Dr
Camellia Dr
Loy
ola C
t
Redw
ood
Av
e
Jurupa Ave
Southridge
Plaza
Southridge Park
Southridge
Village
Weeping Willow Ln
15 15
Coyote Canyon
Rd
Dunca n Canyon Rd
Lytle C
reek
Rd
Citrus
Ave
Agav
eAve
Blue Iris St
Caterpill
ar Dr
Coyote Canyon
Park
Summ it AveSummit Ave Summit Ave
Citrus A
ve
Park House Dr
Edw
ard A
ve
Casa Grande Ave
Cy
press Ave
Pine
Lea
f Av
e
3 Mile Rd
Pa
rks
ide Way
Magnolia Way
Delam
ar D
r
Gardens St
Parr y Peak Dr Godinez D
r
Wibert Dr
Sierra Lakes
Golf Course
Fontana Park
Patricia Marrujo
Park
Summit High
School
Citrus Heights
North
Citrus Heights
South
210 210
Walnut St
Cataw
ba A
ve
Catawba Ave
MedinahSt
Au
gusta
Dr
Citrus
Ave
Los Cedros Ave
Cyp
re
ss
Ave
Kno
x
Ave
Athena Dr
Maloo
f A
ve
Allison Way
Ole
ande
r
Ave
Plu m St
Highland Ave
Alm
eria
St
Jac
ar
and
a
Av
e
Curt is Ave
Toka
y Av
e
Walnut Ave
Co
oper
Ave Sierra Lakes Pkwy
Citrus A
ve
S Highland Av e
AB Miller High
School
Sierra Lakes
C
ypre
ss A
ve
Alm
eria
Av
e
Chase Rd
Lim
e
Ave
O
leander
Ave
Abi
ga
il P
l
Virginia Dr
Elsa
Ct
Riley Dr
Celeste A
ve
Har vey Dr
Concord Ave
San Jacinto Ave
Ja ck son Dr Jackson D r
Mon tgom ery Ave
Barbe e St
Reed Dr
Date A
ve
Toy
on A
ve
Pai ne St
Miller Ave
Citrus Ave
Citr
us
Ave
Basel ine Av e
Almeria Middle
School
66 66
Catawba Ave
Tok
ay Ave
Ce res Ave
Ceres Ave
Popl
ar Av
e
Date St
Date
St
Sev ille AveLi
me A
ve
Ivy Ave
Orange Way
Upland Ave
Va lencia Ave
Citrus Ave
Merrill Ave
Almeria Ave
Fontana
Ave
Foothill Blvd
Cypress Park
Catawba Ave
Diant hus Ave
Ra ndall Ave
Pop
lar A
ve
Date
St
Hawthorne Ave
Mallory Dr
Mallory Dr
Athol St At hol S t
Athol St
Pin e Ave
O
lea
nder Ave
Almeria A
ve
Niagara Ave
Hunter St
Iris Dr Ir is Dr
Lim
e Av
e
Li
m
e Ave
Bria
rw
ood A
ve
Grevil lea St
Citrus Av
e
Fontana Av
e
San Bernardino Av e
Cypr
ess Ave
Fontana High
School
Truman Middle
School
Citrus
Elementary
10 Oleander A
vePop
lar
Ave Poplar A ve
Catawba Ave
Cataw ba A
ve
Aliso Dr
Santa An a Ave
Wash ingt on Dr
Boyle Ave Boyle Av e
Rose Ave
Tyr ol Dr
Citrus
Av
e
Ci trus A
ve
Valley Blvd
Cyp
re
ss
Av
e
Catawb
a Ave
Cypress Ave
Gala Ave
Ci
trusAve
Windcr est Dr
Village Dr
Willow Dr
Ol
eand
er
Av
e
Jurupa Ave
Cypr
ess
Ave
Citru
s
Ave
Catawba Park
15 Lytle Creek
Rd
Sycamore Creek Dr
Bur Oa
k Rd
Sierra A
ve
Nealeys Corner
15 W Terra Vista Dr
M
ang
o A
ve
Linde Vista Dr
Palm
etto
Ave
W Via Bello Dr
Rima D
r
Yarrow Ln
Sier
ra Ave
N Riverside Ave
Club house Dr
Colonial Dr
Wyndham Ln
Augu
st
a
Dr
Es calon Dr
W Casa Grande Dr
Napa
Valley
Rd
Three Mile Rd
W Sunrise Dr
Sum mit Ave Su mm it Ave
N
M
ango
Ave
La
Sier
ra
D
r
M
ango
A
ve
Almaden Dr
Ald
er
Ave
Sierra A
ve
Sie
rr
a Ave
210
M
ango A
ve
Kaise
r
Av
eCambria Ave
Palm
et
to
Av
e
Sierra
Ave
Walnut St
Augusta
D
r
N T
am
arind
Av
e
W Walnut Av e
Cer rito s St
Fern St Fe rn St
Sier
ra Av
e
W Casma lia St
Ruble Middle
School
Walnut Village
Ta
ma
rind A
ve
Elaine Dr
Palm
ett
o
Ave
Malag a St
Malaga St
Ma
ngo
AveRamona Ave
Ram ona Ave
Reed St
Reed St
Jun
iper A
ve
Paine St
Paine St
Fairvi ew Rd
Kemp
ster A
ve
Bla
nchard
Ave
Micallef St
Fairfax St
Barbee St
Barbe e St
Barbee S t
Wabash Ave Waba sh Ave
Mille r Ave
Sierra Ave
Sierra
A
ve
Bill Martin Park
M etr oli nk
66 66
Tamar
ind A
ve
Tamar
ind A
ve
Jun
iper Ave
Palmet
to Ave
Pepper A
ve
Sewell Ave
Cere s Ave
Ce res Av e
Owen St
Upland Ave
Bennett Ave
Nuevo
Ave
Kaiser
Ave
Sevi lle Ave
Sev ille Ave
Ivy Ave
Ivy Av e
Orchid Dr
Vine St
Spr ing St
Ro
sen
a
Ave
Ch
antr
y
Av
e
Sierra
Ave
Arro w Blvd
Footh ill Blvd
Civic Center
Veterans' Park
Seville Park and
Amphitheater
Fontana Middle
School
Fontana
Metrolink Plaza
Central
Fontana
Fontana
Ta
marind A
ve
Tam
ar
ind
Ave
Pine Ave
Palm
etto Av
e
Marygold Ave
Randall Av e
Mango A
ve
Athol St
Athol St
Tull ock St
Holly Dr
Hibiscus St
O
live
St
Hawth orne Ave
Em
erald
Ave
Pe
pp
er Av
e
Tangelo
Ave
En
cina
Av
e
Mallory D r
Aca
cia Av
e
Ma nzanita Dr
Grev illea St
San Ber nar dino Ave
Sierra Av
e
Si
erra
Ave
Jack Bulik Park
Cypress
Elementary
School
Kaiser Hospital
Union P acific
10 10
Tama
rind
Av
e
Sant a Ana Ave
Saffron
St
Jun
ipe
r
Ave
Junipe
r
Ave
Pr
odu
ct
ion A
ve
Benne
tt Dr
Boyle Ave
Valley Blvd
Slover Ave
Sierra A
ve
Inland Empire
Center
Sycamore Hills
Elementary
Empire Center
Underwood Dr
Jurupa Ave
Junipe
r
Ave
Vo
lante
Dr
Tam
ar
in
d
Ave
Lacebark St
Eucalyptu s St
Pear St
Sierra
A
ve
Jurupa Ave
Sierra
Ave
Obsidian
RdAmerican Elm RdWhite A
sh Rd
LapisLn
Quartzite
Ln
Paakuma' Park
Lytle Creek Wash
AdlerAve
W Via Bello Dr
N Riverside Ave
Ethel Kucera
Middle School
W Casa Grande Dr
W Buena Vista Dr
N
Lind
en
Ave
Low ell St
St onehurst Dr
W Coast Blvd
Summit Ave
N Maple
Ave
W Summ it Ave
M
aple
Ave
W
Via Bello Dr
Ban yon Ave
N Riverside
Av
e
N
Locus
tAv
e
Fergusson Park
Wilmer A Carter
High School
210
210
Vineyard Ave
Alder
Ave
N
Linden
Ave
N
Linden Ave
W Walnut Ave
Laurel Ave
LaurelAve
W Bohnert Ave
Renaissa nce Pkwy
W Casma lia St
Locus
tA
ve
Miro Way
Miro Way
A
lder
Ave
N
Linden
Ave
La
urelAv
e
Spoh
n
Ave
Willia
m
s
Rd
W
illiam
s
Rd
Fairf ax St
W Victoria StFairview Dr
Bar bee St Barb ee StG
race A
ve
N
M
aple
Ave
Grove Pl
Laguna P l
Montg omery Av e
Farney Ave
Dumo
nd
Dr
Ramona Ave Map
le
Ave
Locust
AveAlder
Av
e
W Base Line Rd
Miller Ave
Alder Middle
School
M etr olink
Grana da Ave Gran ada Av e
La
urelAv
e
Bon nie Ln
Citron Ave
Citr on Ave
Spohn Dr
Uplan d Ave
Sev ille Ave
Dorsey Way
Ivy Av e
N
Li
nd
en
Av
e
McCau ley St
M
apl
e A
ve
M
ap
le
Ave
Locu
stAve
Merr ill Ave
W Rialto Av eAlder A
ve
Arrow B lvd
W Merr ill Ave
Foot hill Blvd W Foothill Blvd
Pine Ave
Ev
ergreen
Ln
Mar ygold Ave
Pinedal e Ave
Ran dall Ave
Laur
elAve
Pa
lm
Ln
Hibiscus St
Atho l St Ath ol St
El Molino St
Filbert St
Linden
Ave
M
aple A
ve
Alder
Ave
Locust A
ve
San Bernardino Ave
Union P ac ific Railr oad
10 Santa Ana Av e
Taylor Ave
LocustAv
e
Linden
Av
eA
lde
r
Ave
Mindanao St
Lau
relAv
e
Otilla St
M
aple A
ve
As h St
Gregor y St
Valley Blvd Valle y Blv d
Locus
tAve
Slover Ave
Ayala Park
Walt
Zimmerman
School
Bloomington
High School
11th St
A
lder
Av
e
10th St
M
ap
le A
ve
Birch S
t
Birch
St
9th St
Jurupa Ave
Jurupa Ave
7th St
Arm
strong
Rd
Loc
ustAve
Kessler Park
Ruth O Harris
Middle School
Sandra Dr
GailDr
J C Rd
Arm
strong
Rd
Verd
emontRanch Rd
VerdemontRan
ch
Rd
GlenHelen R
egional Park
Lytle C
reek Wa
sh
Institution Rd
N Riverside A
ve
Sycamore Ave
N Ora
nge Av
e
N Ce
dar
Ave
N Apple Ave
N
Apple Ave
N Palm AveW Su mmit Ave
N
Fillmore Av e
Olive Ave
Ayala Dr
Trapp
Elementary
School
Sunrise
Christian
Elementary
School
W Casm alia St
N
Arrow
head
Ave
W La Gloria Dr
N
Ced
ar
Ave
W Bohnert Ave
Ayala
Dr
W Casma lia St
Jerry Eaves
Park
Kolb Middle
School
N
Fitzg
erald A
ve
W Rosewood S t
N
Beechw
oo
d
Av
e
W Grov e St
N
DriftwoodAve
N
La
rc
h Ave
Mas on St
N
Brier
w
ood
Ave
N C
eda
r
Av
e
W Base Line Rd
W Etiwa nda Ave
Aya
la D
r
Renaissance
Center
Lorr aine Pl
W 2nd St
S
Larch
Ave
N
Larch
Ave
S
Cedar
Ave
S
Cedar
Ave
W Rialto Ave
W Merr ill Ave
N
Ceda
r
Ave
W Foot hil l Blv dW Foothil l Blvd
S
Larch
Ave
W Alr u St
O
rchard
St
W Mallory Dr
M
ag
nolia
St
M
ag
nolia
St
W Hawthorne St
Vi
ne
St
W Granada St
Olive
St
O
live
St
Pomona Ave
Larch
Ave
Sp
ru
ce
Ave
Grove Pl
Grove Pl
W Randall Av e
Ce
dar
Ave BloomingtonAv
e
S C
eda
r
Ave
10 La
rch
Ave
Otilla St
Spruce
Ave
Santa Ana Ave
Maple Ln
Orange St
Valencia
St
Manila St
Gregory St
Ceda
r
Ave C
edar Av
e
Valley Blvd
Bloomington
Up
Railroad
Jurupa Ave
12th St 12t h St
7th St
Appaloosa
Ln
6th St
13 th St
Pepper S
t
4th St
PineSt
14th St
8t h St
Oa
k
St
5th St
Touche Dr
Ced
ar
Ave
7th St
Green Acres
Memorial Park
Crestmore
Elementary
School
El Rivino Rd
C
as
tellano
RdRouner Dr
Crestmore
Heights
SCG Transmission Line
SCG Transmission Line
SCG Transmission Line
12 ft. MWD Line
12 ft. MWD Line
12 ft. MWD Line
12 ft. MWD Line
12 ft. MWD Line
Victoria
Banana
San Sevaine 1
San Sevaine 3
San Sevaine 2
San Sevaine 5
Jurupa
Hickory
RP3-C1
Upper
Declez
(DZU)
Etiwanda
Conservation
RP3-C4 RP3-C3
Etiwanda
Debris
Basin
Rich
RP3-C2
Etiwanda
Conservation
San Sevaine 4
Merrill
Linden
36"
42"
60"
60"
48"
42"
66"
42"
48"
42"
60"
36"
72"
42"
36 "
36"
60"
36"
36"
78"
42"36"
36"
42"
72"
36"
72"
36"
36"
36"
60"
66"
66"
48"
54"
42"
78"
42"
36"
8 4"
42"
48"
6 6"
48"
36"
36"
36"
54 "
42"
60"
54"
60"
36"
42"
42"
36"
36"
45"
36"42"
42"
36"
42"
36"
36"
36"
48 42"
78"
36"
66"
48 "
36"
36"
36"
36"
36"
42"
36"
36"
36" 36"
66"
72"
42"
42"
96"
66"
48"
48"
42"
42"
36"
36"
42"
42"
60"
36"
36"
66"
42"
48"
36"
36"
78"

6.5'x 2'
60"
42"
36"
57"
66"
60"
54"
36"
36"
42"
36"
36"
36"
36"
72"
54"
54"
66"
42"
54"
42"
36 "
36"
36"
54"
48"
66"
48"
54"
60"
36"
36"
36"
36"
42"
36"
42"
78"
36"
36"
42"
36"
60"
60"
91"
96"
36"
36"
36"
54"
48"
42"
48"
36"
36"
96"
48"
60"
48"
36"
36"
48"
36"
60"
36"
42"
36"
48"
91"
36"
54"
54"
36"
36"
48 "
84"
42"
36"
48"
36"
54"
54"
54"
2 x 18"
78"
42"
66"
36"
36"
36"
84"
36"
36"
42"
48"
42"
54"
78"
36"
42"
36"
48"
36"
60"
60"
66"
2 x 30"
36"
36"
60"
60"
36"
78"
66"
36"
48"
72"
48"
54"
48 48"
60"
48"
36"
96"
54"
42"
66"
42"
42"
53"
60"
72"
36"
36"
72"
48"
36"
54"
60"
36"
36"
36"
84"
66"
66"
90"
42"
72"
78"
42"
54"
36"
66"
54"
66"
36"
48"
36"
96"
60 "
66"
36"
B-6
C-6
A-3B
B-3
C-9
C-2
A-0D
B-7
B-2
B-5
B-1
A-0C
C-8A
HR-1
A-4
A-1A
A-0
B-8
C-5
A-1
C-8
A-2A
A-2
A-3A
C-7 C-4
A-0A
B-5A
A-0B
A-3C
C-0
C-8B
A-3
54"
42"
42"
36"
42"
36"
66"
36"
66"
36"
42"
36"
36"
72"
48"
54"
90"
72"
42"
42"
96"
36"
36"
36"
36"
48"
78"
36"
36"36"
42"
48"
36"
9' x 12'
48"
42"
42"
54"
42"
54"
48"
60"
72"
96"
36"
60"
42"
42"
96"
48"
10' x 9'
48"
60"
84"
78"
72"
84"
72"
66"
90"
DZ-8
SS-10
SS-6
JH-1
SS-9A
SR-4
SR-1
SS-9
SS-7
JH-2
SS-5
SS-11
DZ-13 DZ-4
DZ-15A
SS-8
DZ-9
DZ-11B
DZ-12
DZ-7
DZ-14 DZ-11
DZ-16A
SR-3
DZ-12ADZ-14A
DZ-11A
DZ-10
DZ-16
SR-2
6' x 7'
36"
36"
36"
48"
84"
42"
36"
36"
36"
36"
48"
36"
48"
48"
36"
14' x 6'
66"
108"
48"
48"
36"
66"
60"
96"
48"
36"
42"
48"
42"42" 42"
48"
84"
72"
84"
60"
60"
60"
42"
54"
48"
54"54"
2, 66"
84"
60"
42"
42"
8' x 5'
66"
2, 66"
60"
84"
48"
66"
96"
42"
72"
42" 42"
60"
78"
60"66"
84"
36"
66"
78"
3' x 4'
54"
72 "
14' x 9'
36"
5' x 10'
102"
48"
102"
48"
42"
42"
36"
39"
78"
48"
60"
36"
48"
36"
36"
60"
66"
36"
48"
48"
54"
72"
36"
90"
42"
36"
36"
36"
36"
48"
36"
54"
36"
39"
36"
36"
48"
36"
72" 36"
54"
36"
36"
36"
48"
42"
48"
66"
60"
36"
42"
54"
66"
54"
36"
36"
48"
36"
29" x 45"
36"
48"
36"
14' x 9'
36"
39"
45"
48"
14' x 9'
72"
48"
36"
45"60"
108"
54"
36"
48"
36"
54"
36 "
72"
66"
60"
72"
42"
60"
36"
72"
60"
102"
54"
54" 60"
36" 45"
60"
39"
36"
54"
72"
39"
54"
36"
78"
8' x
6'
78"
48"
72"
66"
5' x10'
36"
54"
48"
42"
45"
96"
54"
54"
42"
78"
4 2" 36"
36" 36"
14' x 9'
48"
66"
78"
48"
60"
45"
60"
42"
42"
48"
60"
48"
54"
84"
78"
78"
36"
72"
42"
42"
78"
42"
42"
63"
7'x12'
39"
2, 8'x
4'
45"
48"
66"
66"
48"
42"
48"
48"
8' x
5'
60"
48"
42"
36"
42"
42"
6' x10'
60"
75"
60"
36"
54"
78"66"
42"
66"
36"
66"
42"
36"
51"
48"
48"
39"
42"
48"
36"
36"
42"
66"
66"
54"
66"
54"
60"
54"78"
42"
54"
48"
39"
78"
78"
36"
45"
51"
60"
60"
108"
72 "
72"
14' x 9'
108"
48"
39"
90"
36"
42"
36" 36"
69"
48"
60"
66"
48 "
72 "
42"
54"
54"
48"
42"
36"
42"
96"
54"
36"
42"
72"
54"
54"
66"
72"
72"
96"
90"
48"
36"
75"
90"
36"
42"
72"
96"
96"
90"
60"66"
72"
54"
84"
96"
48"
72"
42"
66"
54"
48"
42"
54"
78"
36"
48"
30"
36"
42"
102"
72"
90"
42"
90"
68" x 43"
48"
36"
72"36"
48"
54"
60"
36"
2, 14' x 8'
54"
36"
81"
2, 10' x 8.5'
36"
36"
36"
48"
48"
48"
78 "
42 "
72 "9' x 8'
36 "
48"
42"
54"
2, 12' x 9'
42"
66"
48"
2, 12' x 9'
42"
36"
57"
45"
36"
42"
36"
45"
42"
2, 12' x 6'
72"
4' x 6'
48"
48"
4 8"
60"
36"
42"
72"
36"
36"
72"
42"
36"
54"
36"
12' x 6'
42"
36"
36"
36"
36"
2, 8' x 8'
54"
36"
54"
66"
72"
36"
66"
2, 10' x 8.5' 36"
36"
57"
36"
2, 10' x 7'
54"
48"
39"
75"
42"
75"
48"
48"
96"
2, 10' x 8'
54"
38"
48"
2, 10' x 8'
96"
36"
66"
54"
36"
48"
42"
39"
42"
54"
42"
42"
36"
48"
39"
42"
78"
3' x 3'
54" 54"
36"
72"
36"
36"
72"
2, 10' x 8'
42"
5 4"
36"
78"
36"
42 "
42"
42"
54"
36"
42"
42"
66"
48"
72"
2, 10' x 8'
42"
36"
66"
72"
36"
36"
42"
54"
48"
51"
66"
42"
36"
48"
42"
57"
72"
36"
36"
42"
36"
54"
36"
36"
36"
8' x 8'
2, 10' x 8'
48"
36"
72"
36"
45"
48"
36"
36"
48"
36"
36"
42"
48 "
42"
36"
22" x 36"
69"
42"
42"
39"
36"
66"
4 8"
36"
39 "
48"
57"
48"
42"
42"
36"
42"
54"
48"
60"
36"
42"
42"
36"
48"
48"
66"
48"
90"
48"
10' x 8'
81"
4,12'x12'
72"
60"
54"
36"
36"
84"
48"48
2, 10' x 8'
36"
42"
60"
48"
36"
96" 48"
36"
48"
36"
36"
42"
72"
36"
108"
36"
36"
66"
36"
36"
2, 12' x 8'
42"
36"
2, 10' x 8'
60"
36"
36"
42"
2, 12' x 8'
75"
36"
72"
60"
39"
42"
54"
45"
36"
96"
2, 10' x 8'
48"
54"
36"
48"
2,10' x 6'
9 0"
45"
30"
36"
36"
36"
42"
48"
78"
36"
54"
42"
54"
60"
48"
48"
60"
36"
36"
42"
42"
42"
72"
39"
36"
60"
51"
7' x 4'
42"
54"
54"
2, 10' x 8'
42"
45"
36"
48"
36"
60"
36"
36"
102"
39"
42"
2, 8' x 8'
36"
54"
48"
81"
72"
51"
45"
57"
36"
60"
72"
96"
36"
42"
78"
66"
45"
42"
5' x 12'
72"
51"
39"
48"
8' x 8'
42"
60"
36"
36"84"
72"
96"
60"
54"
9' x 8'
78"
60"
51"
54"
108"
42"
51"
39"
78"
51"
36"
48"
5' x 10'
78"
69"
51"
60"
36"
51"
48"
72"
42"
36"
66"
2, 12' x 8'2, 12' x 8'
36"
2, 10' x 8' 2, 9' x 8'2, 10' x 8' 60"2, 8' x 8'2, 9' x 8' M-5B-A
D-1A
WG-3
J-1A
E-7E-6
H-0A
M-5-E
M-4
E-2
M-5D
E-1
T-6B
E-4 E-5
SS-1
M-2 M-1
J-4
M-5G-A
M-3
T-5C
WG-1
F-6
D-6C
SS-0
T-3A
T-7A
M-5E-A
F-1
F-3
M-5-A
F-2
G-6G-4G-2
E-3
M-5E-FM-5E-D M-5E-EM-5E-C
T-7B
M-5E-B
M-2A
M-0
T-0
F-4
J-1C J-3A
G-2A
M-5A
J-4A
SS-2C
SS-2B
J-4B
M-1A
G-4A
D-6
G-6A
T-2B
J-2A
T-1B
M-5B-C
M-3A
T-2C
M-5B-B
M-5G-C
M-5B-D
M-5G-B
D-7
T-7
G-1
T-2A
G-3
SS-2A-3
G-5
T-1A
T-6A
D-6B
F-1B
T-5B
J-1
F-5A
M-5H
WG-2
T-8A
M-5C
F-1A
T-9
T-8B
J-1B
SS-2A-2
M-6C
T-8C
SS-0A SS-0B
M-7C
T-8D
M-5B-E
G-7
T-11 T-10
M-7D
J-3
F-5
D-6A
M-5-B
M-5-C
M-7A
M-5G
M-6A
J-2
T-3T-5
T-9A
M-6D M-5F-A
T-6
M-7E
T-8
T-5A
T-4
SS-2D
SS-2A-1
M-6B M-5FM-7B
H-0
M-5B
T-2
SS-2A
M-5-D
E-0
G-0
M-5E
60"
66"
60"
60"
6' x 4'
60"
60"
36"
36"
36"
36"
36"
36"
36"36"
36"
36" 36"36" 36"
36"
36"
36"
36"
36"
42"
36"
36"
54"
48"
78" 78"
36"
36"
36"
36"
36"
36"
36"
36"36"
36"36"
48"
36"
36" 36"
36"
54"
36"
42"
36"
36"
36"
36"
36"
72"
78"
36"
36"
36"
36"
66"
48"
42"
36"
36"
36"
36"
36"
36"
36"
48"
48"
36"
36"
36"36"
36"
36"
36"
36"
48"
36"
48"
36"
36"
36"
66"
54"
48"
36"
36"
72"
54"
66"
36"
42"
36"
36"
42"
36"
36"
36"
36"
60"
36" 36"
36"
36"
36"
42"
36"
36"
36"
36"
42"
60" 66"
36"
48"
36"
42"
36"
42"
42"
54"
42"
36"
66"
42"42"
60"
36"
36"
72"
60"
42"
72"
72"
48"
42"
54"
48"
42"
66"
60"
42"
36"
42"42"
48"
42"
42"
54"
42"
48"
36"
54"
54"
42"
42"
48"
42"
60"
42"
36"
42"
54"
42"
48"
42"
42"
42"
42"
42"
54"
42"
42"
42"
42"
42"
42"
42"
54"54"
42"
60"
42"
54"
48"
72"
42"
54"
96"
54"
48"
42"
36"
42"
42"
48"
48"
60"
48" 48"48"
66"
42"
42"
48"
54"
42"
66"
48"
48"
42"
54"
42"
60"
36"
42"
42"
36"
54"
48"
42"
42" 42"
42"
60"
42"
42"
54"
42"
42"
54"
36"
72"78"
42"
54"
36"
48"
42"
66"
42"
42"
54"
42"
54" 66"
48"48"
72"
72"
48"
54"
48"
42"
66"
54"
60"
42"48" 42"
48"
42"
42"
2, 14' x 6'
42"
66"
54"
48"
54"
78"
42"
42"
42"
48"
54"
54"
42"
42"
66"66"
60"
42"
42"
42"
60"
42"
42"66"42"
54"
66"
66"
72"
72"
42"
36"
42"
54"
42"
54"
54"
48"48"
10' x 10'
54"
42"
60"
72"
72"
48"
42"
48"
36"
42" 42"
48"
36"
48"
2, 14' x 6'
96"
14' x 8'
96"
54"
72"
10' x 8'
54"
60"
78"
78"
78"
78"
48" 54"
84"
54"
72"
66"
66"
66"
78"
72"
84"
60"
72"
72"72"
42"
54"
48"
66"
84"
72"
96"
120"
102"
F-0
San Sevaine Channel
Etiwanda Creek Channel
Summit Avenue Storm Drain
Nealey's CornerDrain
Etiwanda
Spreading Grounds
Lytle Creek Wash
RiversideGroin#2,COE
Mulberry Channel
Henderson Channel
Riverside Groin #5, COE
Riverside Groin #3, COE
Riverside Groin #4, COE
San
SevaineSpreading
Grounds
East Fontana Storm Drain
Lower Etiwanda Creek Channel
Hawker-Crawford C
hannel
I-10 Channel
24th Street Storm Drain
Decle
z Channel
Highland Channel
West Fontana Channel
Cactus Channel
48 36
60 48
54 54
36 48
36 36
48 60
36 72
48 60
84 36
66 0 3,000 6,0001,500 Feet
Map Disclaimer:

The data provided hereon may be inaccurate or out of date and any person or entity who relies on said information for any purpose whatsoever does so solely at their own risk.

Neither the City of Fontana nor any agency, officer, or employee or either nor of any information provider warrants the accuracy, reliability of timeliness of any of the data provided hereon.

THIS INFORMATION IS PROVIDED ‘AS IS’ WITHOUT WARRANTY OF ANY KIND INCLUDING BY WAY OF ILLUSTRATION AND NOT OF LIMITATION THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR NON-INFRINGEMENT.

REFER TO CITY OF RIALTO

MASTER PLAN OF
DRAINAGE, AREA 3-3
AOS Boundary
Fontana Sphere of Influence
Existing Pipes (36-inch diameter and larger)
Regional Flood Control Channels
Metropolitan Water District Feeders
Gas Transmission Lines
Proposed Projects
100-Year
25-Year
Proposed Pipe Sizes (inches or feet)
Proposed Projects on Regional Facilities
Proposed Private Development Projects
Proposed Detention Basins
Existing Detention Basins
Existing Recharge Basins36"
36"

REFER TO CITY OF RIALTO

MASTER PLAN OF
DRAINAGE, AREA 3-3
Legend
Esri Community Maps Contributors, City of Fontana, California State Parks, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA, USFWS, City of Fontana, California State Parks, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA, USFWS, City of Rancho Cucamonga, California State Parks, Esri, TomTom, Garmin, FAO, NOAA, USGS, Bureau of Land Management, EPA, NPS, USFWS, Esri, USGS Victoria St
VintageDr
Blue Gum Dr
A rap aho Rd
Victoria Park Ln
EastAveDay
Creek
Blvd Etiw
anda
Ave
Etiwanda
15 W
Liberty
Pkwy
Miller Ave
Ilex
St
Napa S t
Cottonw
ood
Ave
N Mainstreet
Pecan
Ave
Arbor
Ln
Garcia Dr
Whittram Ave
Arrow Rte
EastA
ve
EastAve
Baseline Rd
Day
Creek
Blvd
Etiwanda Ave
V icto ria Gardens
Ln
Foothill Blvd
Foothill
Marketplace
Victoria
Gardens
EastEtiwanda Creek
10 Shea Center Dr
Concours St
K
aiser
W
ay Access
Rd
Barrington
Ave
6th St
San Bernardino Ave
Ontario Mills Pkwy
Valley Blvd
Slover Ave
N
Etiw
anda
Ave
E Airport Dr
4th St
Etiw
anda
Ave
15 Hem
lock
Ave
Walnu t St
Victoria St
S Highland Ave
Cherry
Ave
66 Sultana
Ave
E
Liberty
Pkwy
Hem
lock
Ave
Calabash
Ave
Back Straight Rd
W
Lincoln
Loop
Rd
E
Lincoln Loop
Rd
W
Yosemite Loop
Rd
W
Grand
Ave
Redw
ood
Ave
Miller Ave
Hilton Dr
Elm
Ave
Live
O
ak
Ave
Banana
Ave
W Libert y Pkwy
Bar Harbor Rd
A
lm
ond
Ave
W
Perimeter Rd
Beech
Ave
Beech Ave
Sultana AveCherry
Ave
Merrill Ave
Whittram Ave
Miller Ave
Baseline Ave
Arrow Rte Arrow Blvd
Foothill Blvd
McDermott Park
10 Hem
lock
Ave
Randall Ave
Alm
ond
Ave
Hibiscus Ave
Pine Ave
California Steel Way
Banana
Ave
Elm
Ave
M
arcona
Ave
Calabash
Ave
Live
O
ak
Ave
S Perimeter Rd
Athol St
Rosemary Dr
Washington Dr
Boyle Ave
Fontana Ave
Slover Ave
Beech
Ave
San Bernardino AveSan Bernardino Ave
Cherry
Ave
Cherry
Ave
Valley Blvd
Auto Club
Speedway
210
Walnut St
M
ango
Ave
Palm
etto
Ave
Juniper
Ave
M
aloofAve
O
leander
Ave
Alm
eria
St
Walnut Ave
Cooper Ave
Sierra
Ave
Citrus
Ave
S Highland Ave
S Highland Ave
W Casmalia St
Tam
arind
Ave
Cypress
Ave
O
leander
Ave
Juniper
Ave
Juniper
Ave
Palm
etto
Ave
Ceres Ave
Ceres Ave
Lim
e
Ave
Lim
e
Ave
Owen St
Upland Ave Upland Ave
Reed St
Ivy Ave Ivy Ave
Paine St
Alm
eria
Ave
Miller Ave
Sierra
Ave
Sierra
Ave
Sierra
Ave
Citrus
Ave
Arrow Blvd
Merrill Ave
Baseline Ave
Foothill BlvdFoothill Blvd Foothill Blvd
Font ana
Tam
arind
Ave
Juniper
Ave
Juniper
Ave
Cataw
ba
Ave
Pine Ave
Palm
etto
Ave
O
leander
Ave
O
leanderAve
Marygold Ave
Randall Ave M
ango
Ave
Poplar
Ave
Athol St
O
live
St
Date St
Washington Dr
Mallory Dr
Filbert St
Boyle Ave Boyle Ave Boyle Ave
Iris Dr
Lime Ave Acacia
Ave
Valley Blvd
Citrus
A
ve
Fontana Ave
Sierra
Ave
Sierra
Ave
Slover Ave
Palm Court
Shopping
Center
Inland Empire
Center
Cypress
Elementary
School
Kaiser Hospital
210
Alder
Ave
Alder
Ave
N
Linden
Ave
Laurel Ave
LaurelAve
Ayala
DrW Casmalia St
Re naissance Pkwy
LocustAve
Miro Way
N
Linden
Ave
LaurelAve
W 2nd St
S Linden Ave
Upland Ave
W Grove St
G
race
A
ve
M
aple
Ave
M
aple
Ave
N
Cedar Ave
LocustAve
Merrill Ave
Alder
Ave
W Base Line RdW Base Line Rd
W Etiwanda Ave
S
Cedar
Ave
W Rialto Ave
W Merrill Ave
Arrow Blvd
Miller Ave
W Foothill BlvdFoothill Blvd
10 Pine Ave
Taylor Ave
Evergreen
Ln
Marygold Ave
Larch
Ave
Pinedale Ave
Randall Ave
LaurelAve
Palm
Ln
Linden
Ave
Linden
Ave
S
Larch
Ave
W Alru St
Orange St
G
race
Ave
Valley Blvd Valley Blvd
LocustAve
Alder
Ave
Bloomington
SCG Transmission Line
SCG Transmission Line
SCG Transmission Line
12 ft. MWD Line
12 ft. MWD Line
12 ft. MWD Line
12 ft. MWD Line
Victoria
Banana
San
Sevaine 5
Hickory
Etiwanda
Conservation
Etiwanda
Conservation
Merrill
Linden
4 2
"
3 6
"
66"
6 6
"
42"
36"
42"
3 6
"
36"
6 6
"
42"
9 6 "
36"
4 8
"
60"
66"
3 6
"
3 6 " 48"
6 6
"
3 6
"
36"
60"
36"
36"
60"
54"
42"
36"
6 6
"
96"
42"
53"
36"
3 6 "
66"
7 2
"
60"
66"
C-5C-7
C-2
C-4
C-8B
C-8A
C-0C-8
60"
48"
60"
66"
66"
42"
72"
72"
72"
54"
42"
72"
78"
SS-9A DZ-10 DZ-9
DZ-7
DZ-16A DZ-15A
DZ-12A
DZ-14A
DZ-11A
DZ-11B
SS-5
42"
36" 42" 42" 42"
42" 42"42"
36"
36"
36"
36"
36"
36"
36"
36"
36"
60"
42"
36"
39"
42"
3 6
"
3 9
"
4 2 "
42"
42"
42"
60"
42"
4 8
"
36"
7 2"
3 6
"
48"
72"
36"
2, 14' x 8'
54"
36"
81"
2, 10' x 8.5'
36"
3 6 "
3 6
"
48"
48"
4 8 "
78"
4 2
"
72"
9 ' x 8 '
36"
4 8
"
54"
2, 12' x 9'
42"
66"
4 8 "
2, 12' x 9'
42"
3 6 "
5 7
"
4 5 "
3 6 "
42"
36"
45"
72"
48"
4' x 6'
4 8 "
4 8
"
6 0
"
36"
42"
72"
3 6
"
3 6 "
42"
36"
54"
12' x 6'
4 2 "
36"
36"
36"
3 6
"
2, 8' x 8'
54"
54"
66"
36"
72"
36"
6 6
"
3 6
"
57"
2, 10' x 7'
48"
5 4 "
48"
39"
75"
42"
42"
48"
75"
48"
54"
96"
2, 10' x 8'
66"
48"
2, 10' x 8'
96"
36"
54"
3 6 "
48"
42"
39"
42"
4 2
"
4 2
"
3 6
"
39"
42"
78"
3' x 3'
5 4
"
54"
3 6 "
72"
36"
7 2 "
2, 10' x 8'
4 2 "
5 4
"
36"
78"
3 6 "
4 2
"
42"
42"
54"
36"
4 2 "
42"
66"
72"
2, 10' x 8'
42"
3 6 "
36"
66"
72"
3 6
"
4 2 "
48"
42"
51"
66"
4 2 "
48"
36"
42"
57"
72"
36"
54"
36"
36"
48"
36"
36"
8' x 8'
36"
36"
45"
48"
36"
36"
48"
36"
36"
4 8
"
42"
36"
22" x 36"
6 9
"
42"
39"
48"
3 6 "
66"
36"
3 9
"
48"
5 7
"
4 8
"
42"
42"
36"
42"
5 4 "
48"
60"
3 6
"
4 2
"
42"
3 6 "
48"
48"
66"
48"
90"
48"
10' x 8'
81"
6 0 "
4 ,
1 2
'
x
1 2
'
72"
54"
3 6
"
36"
8 4 "
48"
2, 10' x 8'
6 0 "
42"
3 6 "
96"
48"
36"
48"
48"
3 6
"
3 6 "
42"
72"
48" x 42"
108"
36"
3 6 "
36"
66"
3 6 "
36"
2, 12' x 8'
3 6
"
42"
2, 10' x 8'
60"
36"
3 6
"
4 2 "
2, 12' x 8'
75"
3 6 "
72"
6 0
"
5 4
"
3 9
"
42"
4 5 "
3 6
"
96"
48"
54"
36"
48"
2 ,
1 0
'
x
6 '
9 0
"
45"
30"
36"
36"
36"
42"
48"
7 8
"
36"
54"
4 2
"
54"
60"
48"
4 8
"
60"
36"
36"
42"
42"
42"
72"
60"
51"
54"
7' x 4'
4 2
"
54"
4 2 "
2, 10' x 8'
45"
36"
4 8 "
60"
36"
36"
36"
1 0
2 "
39"
42"
2, 8' x 8'
36"
5 4
"
81"
72"
51"
45"
3 6
"
5 7
"
6 0
"
72"
9 6
"
36"
4 2
"
7 8
"
66"
45"
42"
5' x 12'
72"
5 1 "
39"
48"
8' x 8' 36"
6 0
"
42"
36"84"
72"
9 6
"
60"
5 4
"
9' x 8'
78"
5 1
"
5 4
"
1 0
8 "
42"
5 1
"
39"
78"
51"
36"
48"
5' x 10'
78"
6 9 "
5 1
"
60"
36"
51"
48"
72"
42"
36"
66"
2, 12' x 8'2, 12' x 8'
36"
2, 10' x 8'
2, 9' x 8'2, 10' x 8' 60"2, 8' x 8'2, 9' x 8'
M-5B-A
D-1A
WG-3
J-1A
E-7
E-6
H-0A
M-5-E
M-4
E-2
M-5D
E-1
T-6B
E-4
E-5
SS-1
M-2
M-1
J-4
M-5G-A
M-3
WG-1
T-5C
F-6
D-6C
SS-0
T-3A
T-7A
M-5E-A
F-1
F-3
M-5-A
F-2
G-6
G-4G-2
E-3
M-5E-FM-5E-D M-5E-E
M-5E-C
T-7B
M-5E-B
M-2A
M-0
T-0
F-4
J-1C
J-3A
G-2A
M-5A
J-4A
SS-2C
SS-2B
J-4B
M-1A
G-4A
D-6
G-6A
T-2B
J-2A
T-1B
M-5B-C
M-3A
T-2C
M-5B-B
M-5G-C
M-5B-D
M-5G-B
D-7
T-7
G-1
T-2A
G-3
SS-2A-3
G-5
T-1A
T-6A
D-6B
F-1B
T-5B
J-1
F-5A
M-5H
WG-2
T-8A
M-5C
F-1A
T-9
T-8B
J-1B
SS-2A-2
M-6C
T-8C
SS-0A SS-0B
M-7C
T-8D
M-5B-E
G-7
T-11 T-10
M-7D
J-3
F-5
D-6A
M-5-B
M-5-C
M-7A
M-5G
M-6A
J-2
T-3T-5
T-9A
M-6D
M-5F-A
T-6
M-7E
T-8
T-5A
SS-2D
T-4
SS-2A-1
M-6B
M-5F
M-7B
H-0
M-5B
T-2
SS-2A
M-5-D
E-0
G-0
M-5E
60"
66"
60"
60"
6' x 4'
60"
60"
36"
36"
36"
36"
36"
36"
36"36"
36"
36"
36"36"
36"
36"
36"
36"
36"
36"
42"
36"
36"
54"
48"
78"
78"
36"
36"
36"
36"
36"
36"
36"
36"36"
36"
36"
48"
36"
36" 36"
36"
54"
36"
42"
36"
36"
36"
36"
36"
72"
78"
36"
36"
36"
36"
66"
48"
42"
36"
36"
36"
36"
36"
36"
36"
48"
48"
36"
36"
36"
36"
36"
36"
36"
36"
48"
36"
48"
36"
36"
66"
36"
54"
48"
36"
36"
72"
54"
66"
36"
36"
42"
36"
42"
36"
36"
36"
36"
60"
36" 36"
36"
36"
36"
42"
36"
36"
36"
36"
42"
60"
66"
36"
48"
36"
42"
36"
42"
42"
54"
42"
36"
66"
42"
42"
60"
36"
36"
72"
60"
72"
42"
72"
48"
42"
54"
48"
42"
66"
60"
42"
36"
42"
42"
48"
42"
42"
42"
54"
48"
36"
54"
54"
42"
42"
48"
42"
60"
42"
36"
42"
54"
42"
48"
42"
42"
42"
42"
42"
54"
42"
42"
42"
42"
42"
42"
42"
54"
54"
42"
60"
54"
42"
48"
72"
42"
54"
96"
54"
48"
42"
36"
42"
42"
48"
48"
60"
48" 48"48"
66"
42"
54"
48"
42"
42"
66"
48"
48"
42"
54"
42"
36"
60"
36"
42"
42"
54"
48"
42"
42"
42"
42"
60"
42"
42"
54"
42"
42"
54"
36"
72"
42"
78"
54"
36"
48"
42"
42"
66"
42"
54"
42"
54"
48"
66"
48"
72"
72"
48"
54"
48"
42"
66"
54"
60"
42"
48"
42"
48"
42"
42"
2, 14' x 6'
42"
66"
54"
48"
78"
54"
42"
42"
42"
48"
42"
54"
54"
42"
66"66"
60"
42"
42"
42"
60"
42"
42"66"42"
54"
66"
66"
72"
72"
42"
36"
42"
54"
42"
54"
54"
48"48"
10' x 10'
54"
42"
60"
72"
72"
48"
42"
48"
36"
42" 42"
48"
36"
48"
2, 14' x 6'
96"
14' x 8'
96"
54"
72"
10' x 8'
54"
60"
78"
78"
78"
78"
48" 54"
84"
54"
72"
66"
66"
66"
78"
72"
84"
60"
72"
72"72"
42"
54"
48"
66"
84"
72"
96"
120"
102"
F-0
San Sevaine Channel
E
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M u l b e r r y
C h a n n e l
East Fontana Storm Drain
I-10 Channel
Cactus Channel
Highland Channel
W e s t F o n t a n a C h a n n e l
Path: P:\F\FONT00000121\0600INFO\GS\Maps\ProposedCapitalImprovementProjects.aprx AOS Boundary
Fontana Sphere of Influence
Existing Pipes (36-inch diameter and larger)
Regional Flood Control Channels
Proposed Projects
100-Year
25-Year
Proposed Pipe Sizes (inches or feet)
Proposed Projects on Regional Facilities
Existing Detention Basins
Existing Recharge Basins
Metropolitan Water District Feeders
Gas Transmission Lines
AOS 1 Capital Projects
City of Fontana Storm Drain Master Plan
0 6,000 12,0003,000 Feet
36"
36"
Esri Community Maps Contributors, City of Fontana, California State Parks, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA, USFWS, City of Rancho Cucamonga, California State Parks, Esri, TomTom, Garmin, FAO, NOAA, USGS, Bureau of Land Management, EPA, NPS, USFWS, City of Fontana, County of Riverside, California State Parks, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA, USFWS, Esri, USGS EastEtiwanda Creek
10 Santa Ana St
K
aiser
W
ay Access
Rd
Barrington
Ave
6th St
San Bernardino Ave
Valley Blvd
Slover Ave
N
Etiw
anda
Ave
S
Etiw
anda
Ave
Etiw
anda
Ave
60 Dahlia St
Industry
Ave
Marlay Ave
Venture Dr
Inland Ave
C
St
B St
G
rapevine
St7th St
Dulles
Dr
D
e
Forest Cir
Jurupa Ave
Etiw
anda
Ave
S
Etiw
anda
Ave
10 Hem
lock
Ave
Hem
lock
Ave
Randall Ave
Alm
ond
Ave
Alm
ond
Ave
Business
Dr
Beech
Ave
Pine Ave
Santa Ana Ave Santa Ana Ave
Redw
ood
Ave
California Steel Way
Banana
Ave
Banana
Ave
Elm
Ave
Elm
Ave
M
arcona
Ave
Calabash
Ave
Calabash
Ave
Live
O
ak
Ave
Live
O
ak
Ave
S Perimeter Rd
Rosemary Dr
Washington Dr
Boyle Ave
Fontana Ave
Slover Ave
Beech
Ave
San Bernardino AveSan Bernardino Ave
Cherry
Ave
Cherry
Ave
Valley Blvd
M
ulberry
Ave
60 60
Beech Ave
Banana
A
ve
M arlay Ave
Elm
Ave
Canyon CrestDr
CabernetDr
Glenoak Pl
Ben Nevis Blvd
Cam
pbellSt Granit e Hill Dr
Philadelphia Ave
Jurupa Ave
M
ulberry
Ave
Country
Village
Rd
Southridge Park
Cam
pbellSt
Hastings Blvd
10 Tam
arind
Ave
Tam
arind
Ave
Juniper
Ave
Juniper
Ave
Catawba
Ave
Cataw
ba
Ave
Santa Ana Ave Santa Ana Ave
Palm
etto
Ave
O
leander
Ave
O
leanderAve
Marygold Ave
Randall Ave M
ango
Ave
Poplar
Ave Poplar Ave
O
live
St
Date
St
Washington Dr
Mallory Dr
Filbert St
Boyle Ave Boyle Ave Boyle Ave
Iris Dr
Lime Ave Acacia
Ave
Valley Blvd
Citrus
A
ve
Fontana Ave
Sierra
Ave
Sierra
Ave
Slover Ave
Palm Court
Shopping
Center
Inland Empire
Center
Cypress
Elementary
School
Kaiser Hospital
60 Jurupa Ave
Underwood Dr
Citrus AveVillag e Dr
Wil low Dr
Karen
Ln
27th
St
Scenic Dr
PyriteSt
Jurupa Ave
Sierra
Ave
Arm
strong
Rd

OAK QUARRY
Catawba Park
Jurupa
Mountains
Cultural Center
60 Granite Hill Dr
Florine
Ave
34th
St
36th
St
10 Santa Ana Ave
Pine Ave
Taylor Ave
Evergreen
Ln
Alder
Ave
Marygold Ave
Pinedale Ave
Randall Ave
Laurel Ave
LaurelAve
Palm
Ln
Linden
Ave
Linden
Ave
Orange St
M
aple
Ave
G
race
Ave
Valley Blvd Valley Blvd
Cedar
Ave
LocustAve
Locust Ave
Alder
Ave
Slover Ave Bloomington
Jurupa Ave
8th St
6th St
13th St
11th St
Alder
Ave
9th St
14th St
10th St
O
ak
St
Karen Ln
20th St 20th St
Sierra
Ave
GailDr
Loveland Dr
Rorim
erDr
LocustAve
Cedar
Ave
7th S t
Arm
strong
Rd
Crestmore
Heights
Sierra
Ave
SCG Transmission Line
12 ft. MWD Line
12 ft. MWD Line
Jurupa
RP3-C1
Upper
Declez
(DZU)
Etiwanda
Conservation
RP3-C4 RP3-C3
RP3-C2
Etiwanda
Conservation
DZ-8
SS-10
SS-6
JH-1
SS-9A
SR-4
SR-1
SS-9
SS-7
JH-2
SS-5
SS-11
DZ-13
DZ-4
DZ-15A
SS-8
DZ-9
DZ-11B
DZ-12
DZ-7
DZ-14
DZ-11
DZ-16A
SR-3
DZ-12ADZ-14A
DZ-11A
DZ-10
DZ-16
SR-2
36"
36"
36"
48"
84"
42"
36"
36"
36"
36"
48"
36"
48"
48"
36"
14' x 6'
66"
108"
48"
48"
36"
66"
60"
96"
48"
36"
42"
48"
42"
42"
42"
48"
84"
72"
84"
60"
60"
60"
42"
54"
48"
54"
54"
2, 66"
84"
60"
42"
42"
8' x 5'
66"
2, 66"
60"
84"
48"
66"
96"
42"
72"
42" 42"
60"
78"
60"
66"
8 4 "
3 6 "
6 6
"
78"
3' x 4'
54"
7 2
"
14' x 9'
36"
5' x 10'
102"
1 0 2 "
42"
36"
42"
36"
39"
78"
60"
48"
60"
48"
36"
36"
60"
36"
4 8 "
4 8 "
54"
90"
36"
36"
3 6
"
48"
42"
36"
54"
36"
3 9
"
36"
48"
7 2 "
36"
54"
36"
36"
3 6
"
72"
48"
42"
4 8 "
6 6 "
60"
3 6
"
42"
54"
6 6
"
36"
4 8
"
36"
3 6
"
48"
3 6
"
14' x 9'
36"
39"
72"
4 8 "45"
48"
14' x 9'
36"
4 5 "60"
54"
108"
3 6
"
48"
36"
5 4
"
60"
3 6
"
72"
66"
60"
7 2
"
4 2
"
60"
36"
72"
60"
102"
54"
5 4 "
24" x 36"
6 0 "
36"
45"
60"
3 6
"
39"
5 4
"
7 2
"
3 9
"
54"
36"
36"
78"
8 '
x
6 '
7 8 "
66"
48"
72"
5 ' x 1
0 '
3 6 "
54"
4 8
"
45"
9 6
"
54"
4 2
"
4 2 "
7 8
"
36"
36" 36"
14' x 9'
48"
6 6
"
78"
48"
60"
4 5 "
42"
4 2 "
6 0 "
48"
48"
54"
8 4
"
78"
78"
3 6
"
7 2
"
42"
42"
7 8 "
42"
4 2 "
63"
7 '
x
1 2
'
3 9
"
2 ,
8 '
x
4 '
45"
6 6 "
66"
48"
42"
48"
48"
8 '
x
5 '
60"
48"
42"
3 6 "
4 2
"
42"
6 ' x
1 0 '
60"
75"
60"
3 6
"
54"
78"
66"
4 2
"
66"
3 6
"
66"
42"
36"
51"
4 8 "
48"
39"
42"
4 8
"3
6 "
36"
42"
66"
66"
54"
66"
54"
6 0
"
5 4
"
7 8
"
4 2 "
54"
48"
3 9
"
78"
36"
78"
45"
51"
60"
6 0
"
1 0
8 "
7 2
"
72"
14' x 9'
108"
48"
3 9
"
90"
36"
42"
36"
69"
36"
48"
60"
66"
4 8
"
7 2
"
42"
54"
54"
4 8
"
42"
36"
4 2 "
96"
54"
36"
4 2 "
7 2
"
54"
54"
66"
7 2 "
72"
9 6 "
90"
48"
36"
75"
90"
3 6 "
42"
72"
9 6
"
96"
9 0 "
60"66"
72"
54"
8 4
"
96"
48"
72"
42"
66"
5 4
"
48"
42"
6 0
"
54"
7 8 "
36"
48"
30"
3 6 "
42"
102"
72"
90"
42"
90"
36"
54"
4' x 6'
12' x 6'
3 6
"
48"
66"
38"
3' x 3'
36"
54"
42"
42"
51"
36"
54"
42"
8 4 "
4 8
48" 48"
48" x 42"
66"
36"
42"
48"
48"
48"
60"
36"
36"
39"
78"
39"
36"
5' x 10'
M-5B-A
G-7
G-6G-5
G-4
G-3G-2
G-1
M-5B-E
M-5B-DM-5B-C
M-5B-B
M-5C
J-1A
M-4
M-5D
M-5-D
SS-2A-2 SS-2A-3
M-2
M-1
J-4
M-5G-A
M-3
M-5E-A
M-5-A
M-5E-FM-5E-D M-5E-EM-5E-C
M-5E-B
M-2A
M-0
J-1CM-5H
J-3A
J-4A
SS-2C
SS-2B
J-4B
M-1A
M-5F-A
J-2A
M-6D
M-3A
M-5G-CM-5G-B
M-7E
J-1
J-1B
M-6C
M-5FM-6B
M-7C
M-7B
M-7D
J-3
M-5-B
M-5-C
M-7A
M-5G
M-6A
J-2
SS-2D
M-5B
SS-2A
G-0
M-5E
60"
6' x 4'
36"
36"
36"
36"
36"
60"
36"
66"42"
36"
66"
42"
36"
72"
66"
42"
36"
36"
48"
36"
36"
42"
36"
42"
42"
36"
36"
36"
48"48"
36"
36"
36"
54"
36"
36"
36"
48"48"
42"
48"
36"
48"
36"
48" 48"
36"
36"
36"
42"
60"
60"
72"
42" 42" 42"
42"
48" 72"
42"
54"
48"
48"
60"54"
42"
48"
42"
42"
42"
42"42"
42"
96"
42"
66"
42"42"
48"
54"
60"
54"
42"
42"
60"
54"
54"
72"
78"
54"
42"
66"
54"
66"
54"
66"
60"
42"
2, 14' x 6'
66"
54"
78"
42"
54"
54"
42"
42"
42"
66"
72"
42"
10' x 10'
60"
2, 14' x 6'
96"
14' x 8'
96"
78"
78"
78"
72"
66"
66"
78"
72"
84"
72"
72"72"
42"
66"
72"
120"
L
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C h a n n e l
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San Sevaine Channel
I - 1 0 C h a n n e l
Declez Channel
36 36
36 60
36 72
84 36
66 Path: P:\F\FONT00000121\0600INFO\GS\Maps\ProposedCapitalImprovementProjects.aprx AOS Boundary
Fontana Sphere of Influence
Existing Pipes (36-inch diameter and larger)
Regional Flood Control Channels
Proposed Projects
100-Year
25-Year
Proposed Pipe Sizes (inches or feet)
Proposed Private Development Projects
Proposed Detention Basins
Existing Detention Basins
Existing Recharge Basins
Metropolitan Water District Feeders
Gas Transmission Lines
AOS 2 Capital Projects
City of Fontana Storm Drain Master Plan
0 5,000 10,0002,500 Feet
36"
36"
Esri Community Maps Contributors, City of Fontana, California State Parks, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA, USFWS, City of Rancho Cucamonga, California State Parks, Esri, TomTom, Garmin, FAO, NOAA, USGS, Bureau of Land Management, EPA, NPS, USFWS, Esri, USGS Decliff Dr
East EtiwandaCreek
EastAve
Wilson Ave
Summit
Intermediate
Fire Station No.
6 Copley Dr
Highland Ave
Fisher Dr
Silver Sky Rd
EastAve
Colonbero Rd
Woodley Ridge Dr
Decliff Dr
Summit Ave
Regina Dr
EastEtiwanda
Creek
W
ardm
an
Bullock
Rd
Crescenta Way
San
Sevaine
Rd
Ridgeline
Pl
Aggazzotti Rd
Frost Dr
Johnston
Pl
Cherry
Ave
Wilson Ave
210
15 Copley Dr
Fisher Dr
Gypsum Dr
Highland Ave
Cherry Ave
Banyan St
Duncan Canyon Rd
Tahan
W
ay
Brookside
Ave
Coyote
C
anyon
Rd
FoxboroughDr
Bridlepath Dr
Coyote Canyon
15 Lytle
Creek
Rd
Coyote Canyon Rd
S Bridlepath Dr
Summit Ave
Fox Ridge Dr
W
rangler Dr
San
Sevaine
Rd
TenderfootDr
Deer Dr
Hawk St
RooseveltDr
ReaganDr
Saddlepeak Dr
Beech Ave
Rosena Park
East
David W Long
Elementary
Summit Heights
Hunter's Ridge
San
Sevaine
Rd
Brant Dr
Curtis Ave
Larkstone St
Lytle
Creek
Rd
Rockwell Ave
Horizon St
ChantelDr
Sierra Lakes P kwy
Sierra Lakes Pkwy
S Highland Ave
15 15
Coyote Canyon Rd
Duncan Canyon Rd
LytleCreek
Rd
Citrus
A
ve
AgaveAve
Blue Iris St
Caterpillar Dr
Coyote Canyon
Park
Summit AveSummit Ave Summit Ave
Citrus
Ave
Park House Dr
Edw
ard
Ave
Casa Grande Ave
Cypress
Ave
Pine
LeafAve
3 Mile R d
Parkside Way
M agnolia Way
Delam
ar
D
r
Gardens St
Parry Peak Dr Godinez Dr
Wibert Dr
Sierra Lakes
Golf Course
Fontana Park
Patricia Marrujo
Park
Summit High
School
Citrus Heights
North
Citrus Heights
South
210
MedinahSt
Augusta
Dr
Citrus
Ave
Knox
Ave
M
aloofAve
Highland Ave
Curtis Ave
Tokay
Ave
Cooper
Ave
Sierra Lakes Pkwy
S Highland Ave
Sierra Lakes
15 Lyt le Creek
Rd
Sycamore C reek Dr
Sierra
Ave
Nealeys Corner
15 W Terra Vista Dr
M
ango A
ve
Linde Vista Dr
Palm
etto
Ave
W
Via Bello Dr
Rim
a
Dr
Yarrow Ln
Sierra
Ave
N Riverside Ave
Clubhouse Dr
C olonial Dr
Wyndham Ln
Augusta
Dr
Escalon Dr
W Casa Grande Dr
Napa
Valley
Rd
Three Mile Rd
W Sunrise Dr
Summit Ave Summit Ave
N
M
ango
Ave
La
Sierra
D
r
M
ango
A
ve
Almaden Dr
Alder
Ave
Sierra
Ave
Sierra
Ave
Kaiser
Ave
Sierra
Ave
Augusta
D
r
Sierra
Ave
W Casmalia St
American Elm RdWhite Ash Rd
Lytle Creek Wash
AdlerAve
N Riverside Ave
Ethel Kucera
Middle School
W Casa Grande Dr
W Buena Vista Dr
Lowell St
Stonehurst Dr
Summit Ave
Fergusson Park
210
AlderAve
LaurelAve
Renaissance Pkwy
W Casmalia St
SCG Transmission Line
12 ft. MWD Line
12 ft. MWD Line
San Sevaine 1
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Sevaine 3
San Sevaine 2
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Etiwanda
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78"
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72"
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96"
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4 8
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96"
60"
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B-6
C-6
A-3B
B-3
C-9
C-2
A-0D
B-7
B-2
B-5
B-1
A-0C
C-8A
HR-1
A-4
A-1A
A-0
B-8
C-5
A-1
C-8
A-2A
A-2
A-3A
C-7
C-4
A-0A
B-5A
A-0B
A-3C
C-0
C-8B
A-3
54"
42"
42"
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54"
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96"
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36"
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48"
78"
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36"
36"
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48"
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9' x 12'
48"
42"
42"
54"
42"
54"
48"
60"
72"
96"
36"
60"
42"
42"
96"
48"
10' x 9'
48"
60"
84"
78"
72"
84"
72"
66"
90"
36"
42"
48"
3 6 "
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Path: P:\F\FONT00000121\0600INFO\GS\Maps\ProposedCapitalImprovementProjects.aprx AOS 3 Capital Projects
City of Fontana Storm Drain Master Plan
AOS Boundary
Fontana Sphere of Influence
Existing Pipes (36-inch diameter and larger)
Regional Flood Control Channels
Proposed Projects
100-Year
25-Year
Proposed Pipe Sizes (inches or feet)
Proposed Private Development Projects
Proposed Detention Basins
Existing Detention Basins
Existing Recharge Basins
Metropolitan Water District Feeders
Gas Transmission Lines
0 4,000 8,0002,000 Feet
36"
36"
AOS 1 Capital Project Cost Estimates

City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Project Cost Project Cost Project Cost Project Cost
D-1A $638,000.00 H-0 $16,558,000.00 M-5D $883,000.00 SS-2D $4,625,000.00 D-6 $20,519,000.00 H-0A $1,376,000.00 M-5E $27,493,000.00 T-0 $6,570,000.00 D-6A $4,675,000.00 J-1 $5,558,000.00 M-5E-A $1,543,000.00 T-10 $4,439,000.00 D-6B $3,028,000.00 J-1A $3,660,000.00 M-5E-B $1,985,000.00 T-11 $4,489,000.00 D-6C $1,459,000.00 J-1B $4,074,000.00 M-5E-C $1,960,000.00 T-1A $3,929,000.00 D-7 $3,131,000.00 J-1C $2,140,000.00 M-5E-D $1,931,000.00 T-1B $2,342,000.00 E-0 $27,459,000.00 J-2 $7,918,000.00 M-5E-E $1,936,000.00 T-2 $20,035,000.00 E-1 $10,120,000.00 J-2A $2,425,000.00 M-5E-F $1,914,000.00 T-2A $7,649,000.00 E-2 $6,511,000.00 J-3 $6,428,000.00 M-5F $8,724,000.00 T-2B $6,375,000.00 E-3 $6,394,000.00 J-3A $2,178,000.00 M-5F-A $5,968,000.00 T-2C $6,388,000.00 E-4 $6,764,000.00 J-4 $1,528,000.00 M-5G $7,041,000.00 T-3 $9,259,000.00 E-5 $6,409,000.00 J-4A $2,248,000.00 M-5G-A $1,450,000.00 T-3A $11,376,000.00 E-6 $6,249,000.00 J-4B $2,255,000.00 M-5G-B $2,428,000.00 T-4 $5,880,000.00 E-7 $6,321,000.00 M-0 $3,064,000.00 M-5G-C $2,473,000.00 T-5 $8,995,000.00 F-1 $2,821,000.00 M-1 $2,254,000.00 M-5H $11,553,000.00 T-5A $5,790,000.00 F-1A $4,093,000.00 M-1A $2,228,000.00 M-6A $8,300,000.00 T-5B $5,614,000.00 F-1B $2,986,000.00 M-2 $1,528,000.00 M-6B $8,904,000.00 T-5C $7,346,000.00 F-2 $4,982,000.00 M-2A $1,980,000.00 M-6C $4,254,000.00 T-6 $7,250,000.00 F-3 $4,898,000.00 M-3 $1,604,000.00 M-6D $6,021,000.00 T-6A $2,584,000.00 F-4 $2,134,000.00 M-3A $2,490,000.00 M-7A $10,749,000.00 T-6B $3,350,000.00 F-5 $5,824,000.00 M-4 $775,000.00 M-7B $9,501,000.00 T-7 $12,064,000.00 F-5A $3,272,000.00 M-5-A $42,209,000.00 M-7C $4,550,000.00 T-7A $1,434,000.00 F-6 $4,530,000.00 M-5-B $87,343,000.00 M-7D $4,736,000.00 T-7B $2,069,000.00 G-0 $31,966,000.00 M-5-C $11,275,000.00 M-7E $6,074,000.00 T-8 $10,190,000.00 G-1 $2,509,000.00 M-5-D $10,714,000.00 SS-0 $3,850,000.00 T-8A $3,685,000.00 G-2 $5,221,000.00 M-5-E $807,000.00 SS-0A $3,800,000.00 T-8B $3,920,000.00 G-2A $2,275,000.00 M-5A $2,295,000.00 SS-0B $4,371,000.00 T-8C $3,768,000.00 G-3 $2,518,000.00 M-5B $13,584,000.00 SS-1 $1,130,000.00 T-8D $5,920,000.00 G-4 $5,360,000.00 M-5B-A $377,000.00 SS-2A-1 $7,183,000.00 T-9 $4,593,000.00 G-4A $2,411,000.00 M-5B-B $2,380,000.00 SS-2A $28,483,000.00 T-9A $5,871,000.00 G-5 $2,514,000.00 M-5B-C $2,359,000.00 SS-2A-2 $4,513,000.00 WG-1 $1,625,000.00 G-6 $5,496,000.00 M-5B-D $2,398,000.00 SS-2A-3 $6,658,000.00 WG-2 $3,643,000.00 G-6A $2,435,000.00 M-5B-E $4,419,000.00 SS-2B $15,071,000.00 WG-3 $828,000.00 G-7 $5,223,000.00 M-5C $3,936,000.00 SS-2C $16,093,000.00 City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name D-1A
Units Quantities Unit Price * Item Total
1 Install 42" RCP FT 540 $588 318,000$
2 Manhole EA 1 $20,322 20,000$
3 Sawcut and Remove Existing AC Pavement SF 3,180 $2.66 8,000$ 4 Crushed Miscellaneous Base SF 3,180 $4 13,000$
5 Replace Asphalt Concrete Pavement SF 3,180 $2 6,000$
6 Traffic Control % 5% 18,000$
7 Erosion Control % 1% 4,000$
8 Moblilization/Demobilization % 10% 39,000$
426,000$
Engineering and Design % 10% 42,600$
Surveying & Staking & Geotechnical % 5% 21,000$
Construction Management/Staff % 10% 42,600$
106,000$
532,000$
20% 106,000$
638,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
2 of 136
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name D-6
Units Quantities Unit Price * Item Total
1 Install 10' x 8' RCB FT 1,990 $4,491 8,937,000$
2 Manhole EA 5 $20,322 102,000$
3 Remove 14' x 8' RCB FT 850 $910 773,000$
4 Remove 12' x 8' RCB FT 1,990 $639 1,272,000$
5 Sawcut and Remove Existing AC Pavement SF 19,900 $2.66 53,000$ 6 Crushed Miscellaneous Base SF 19,900 $4 80,000$
7 Replace Asphalt Concrete Pavement SF 19,900 $2 40,000$ 8 Traffic Control % 5% 563,000$
9 Erosion Control % 1% 118,000$
10 Moblilization/Demobilization % 10% 1,194,000$
13,132,000$
Engineering and Design % 10% 1,313,000$
Surveying & Staking & Geotechnical % 5% 657,000$
Construction Management/Staff % 10% 1,313,000$
3,283,000$
16,415,000$
25% 4,104,000$
20,519,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
3 of 136
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name D-6A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,320 $527 696,000$
2 Install 42" RCP FT 1,700 $588 1,000,000$
3 Install 54" RCP FT 680 $732 498,000$
4 Manhole EA 9 $20,322 183,000$
5 Sawcut and Remove Existing AC Pavement SF 21,740 $2.66 58,000$ 6 Crushed Miscellaneous Base SF 21,740 $4 87,000$
7 Replace Asphalt Concrete Pavement SF 21,740 $2 43,000$ 8 Traffic Control % 5% 128,000$
9 Erosion Control % 1% 27,000$
10 Moblilization/Demobilization % 10% 272,000$
2,992,000$
Engineering and Design % 10% 299,000$
Surveying & Staking & Geotechnical % 5% 150,000$
Construction Management/Staff % 10% 299,000$
748,000$
3,740,000$
25% 935,000$
4,675,000$
+ Contingency increased to 25% due to major highway, 12' water main, and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
4 of 136
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name D-6B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 380 $527 200,000$
2 Install 42" RCP FT 620 $588 365,000$
3 Install 48" RCP FT 1,300 $656 853,000$
4 Manhole EA 6 $20,322 122,000$
5 Sawcut and Remove Existing AC Pavement SF 14,020 $2.66 37,000$ 6 Crushed Miscellaneous Base SF 14,020 $4 56,000$
7 Replace Asphalt Concrete Pavement SF 14,020 $2 28,000$ 8 Traffic Control % 5% 83,000$
9 Erosion Control % 1% 17,000$
10 Moblilization/Demobilization % 10% 176,000$
1,937,000$
Engineering and Design % 10% 194,000$
Surveying & Staking & Geotechnical % 5% 97,000$
Construction Management/Staff % 10% 194,000$
485,000$
2,422,000$
25% 606,000$
3,028,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
5 of 136
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name D-6C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,290 $527 680,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 6,880 $2.66 18,000$ 4 Crushed Miscellaneous Base SF 6,880 $4 28,000$
5 Replace Asphalt Concrete Pavement SF 6,880 $2 14,000$ 6 Traffic Control % 5% 40,000$
7 Erosion Control % 1% 8,000$
8 Moblilization/Demobilization % 10% 85,000$
934,000$
Engineering and Design % 10% 93,000$
Surveying & Staking & Geotechnical % 5% 47,000$
Construction Management/Staff % 10% 93,000$
233,000$
1,167,000$
25% 292,000$
1,459,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
6 of 136
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name D-7
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 450 $656 295,000$
2 Install 54" RCP FT 670 $732 490,000$
3 Install 60" RCP FT 950 $816 775,000$
4 Manhole EA 5 $20,322 102,000$
5 Sawcut and Remove Existing AC Pavement SF 14,680 $2.66 39,000$ 6 Crushed Miscellaneous Base SF 14,680 $4 59,000$
7 Replace Asphalt Concrete Pavement SF 14,680 $2 29,000$ 8 Traffic Control % 5% 89,000$
9 Erosion Control % 1% 19,000$
10 Moblilization/Demobilization % 10% 190,000$
2,087,000$
Engineering and Design % 10% 209,000$
Surveying & Staking & Geotechnical % 5% 104,000$
Construction Management/Staff % 10% 209,000$
522,000$
2,609,000$
20% 522,000$
3,131,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
7 of 136
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name E-0
Units Quantities Unit Price * Item Total
1 Install 102" RCP FT 7,920 $1,753 13,884,000$
2 Manhole EA 20 $20,322 406,000$
3 Sawcut and Remove Existing AC Pavement SF 89,430 $2.66 238,000$ 4 Crushed Miscellaneous Base SF 89,430 $4 358,000$
5 Replace Asphalt Concrete Pavement SF 89,430 $2 179,000$ 6 Traffic Control % 5% 753,000$
7 Erosion Control % 1% 158,000$
8 Moblilization/Demobilization % 10% 1,598,000$
17,574,000$
Engineering and Design % 10% 1,757,000$
Surveying & Staking & Geotechnical % 5% 879,000$
Construction Management/Staff % 10% 1,757,000$
4,393,000$
21,967,000$
25% 5,492,000$
27,459,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
8 of 136
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name E-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 790 $527 416,000$
2 Install 42" RCP FT 1,170 $588 688,000$
3 Install 48" RCP FT 2,650 $656 1,738,000$
4 Install 54" RCP FT 2,650 $732 1,940,000$
5 Manhole EA 18 $20,322 366,000$
6 Sawcut and Remove Existing AC Pavement SF 46,540 $2.66 124,000$ 7 Crushed Miscellaneous Base SF 46,540 $4 186,000$
8 Replace Asphalt Concrete Pavement SF 46,540 $2 93,000$ 9 Traffic Control % 5% 278,000$
10 Erosion Control % 1% 58,000$
11 Moblilization/Demobilization % 10% 589,000$
6,476,000$
Engineering and Design % 10% 648,000$
Surveying & Staking & Geotechnical % 5% 324,000$
Construction Management/Staff % 10% 648,000$
1,620,000$
8,096,000$
25% 2,024,000$
10,120,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
9 of 136
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CIP Cost Estimates
AOS 1
Name E-2
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 690 $527 364,000$
2 Install 42" RCP FT 1,150 $588 676,000$
3 Install 48" RCP FT 520 $656 341,000$
4 Install 54" RCP FT 1,340 $732 981,000$
5 Install 66" RCP FT 800 $911 729,000$
6 Manhole EA 11 $20,322 224,000$
7 Sawcut and Remove Existing AC Pavement SF 29,540 $2.66 79,000$ 8 Crushed Miscellaneous Base SF 29,540 $4 118,000$
9 Replace Asphalt Concrete Pavement SF 29,540 $2 59,000$ 10 Traffic Control % 5% 179,000$
11 Erosion Control % 1% 38,000$
12 Moblilization/Demobilization % 10% 379,000$
4,167,000$
Engineering and Design % 10% 417,000$
Surveying & Staking & Geotechnical % 5% 208,000$
Construction Management/Staff % 10% 417,000$
1,042,000$
5,209,000$
25% 1,302,000$
6,511,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
10 of 136
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CIP Cost Estimates
AOS 1
Name E-3
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 890 $527 469,000$
2 Install 42" RCP FT 1,150 $588 676,000$
3 Install 48" RCP FT 1,000 $656 656,000$
4 Install 54" RCP FT 1,650 $732 1,208,000$
5 Manhole EA 12 $20,322 244,000$
6 Sawcut and Remove Existing AC Pavement SF 29,410 $2.66 78,000$ 7 Crushed Miscellaneous Base SF 29,410 $4 118,000$
8 Replace Asphalt Concrete Pavement SF 29,410 $2 59,000$ 9 Traffic Control % 5% 175,000$
10 Erosion Control % 1% 37,000$
11 Moblilization/Demobilization % 10% 372,000$
4,092,000$
Engineering and Design % 10% 409,000$
Surveying & Staking & Geotechnical % 5% 205,000$
Construction Management/Staff % 10% 409,000$
1,023,000$
5,115,000$
25% 1,279,000$
6,394,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
11 of 136
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CIP Cost Estimates
AOS 1
Name E-4
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 650 $527 343,000$
2 Install 42" RCP FT 1,140 $588 670,000$
3 Install 54" RCP FT 1,690 $732 1,237,000$
4 Install 72" RCP FT 960 $1,016 975,000$
5 Manhole EA 11 $20,322 224,000$
6 Sawcut and Remove Existing AC Pavement SF 30,170 $2.66 80,000$ 7 Crushed Miscellaneous Base SF 30,170 $4 121,000$
8 Replace Asphalt Concrete Pavement SF 30,170 $2 60,000$ 9 Traffic Control % 5% 186,000$
10 Erosion Control % 1% 39,000$
11 Moblilization/Demobilization % 10% 394,000$
4,329,000$
Engineering and Design % 10% 433,000$
Surveying & Staking & Geotechnical % 5% 216,000$
Construction Management/Staff % 10% 433,000$
1,082,000$
5,411,000$
25% 1,353,000$
6,764,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
12 of 136
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CIP Cost Estimates
AOS 1
Name E-5
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 480 $527 253,000$
2 Install 42" RCP FT 1,140 $588 670,000$
3 Install 54" RCP FT 1,650 $732 1,208,000$
4 Install 66" RCP FT 1,000 $911 911,000$
5 Manhole EA 11 $20,322 224,000$
6 Sawcut and Remove Existing AC Pavement SF 28,790 $2.66 77,000$ 7 Crushed Miscellaneous Base SF 28,790 $4 115,000$
8 Replace Asphalt Concrete Pavement SF 28,790 $2 58,000$ 9 Traffic Control % 5% 176,000$
10 Erosion Control % 1% 37,000$
11 Moblilization/Demobilization % 10% 373,000$
4,102,000$
Engineering and Design % 10% 410,000$
Surveying & Staking & Geotechnical % 5% 205,000$
Construction Management/Staff % 10% 410,000$
1,025,000$
5,127,000$
25% 1,282,000$
6,409,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
13 of 136
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CIP Cost Estimates
AOS 1
Name E-6
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 320 $527 169,000$
2 Install 42" RCP FT 1,180 $588 694,000$
3 Install 54" RCP FT 1,970 $732 1,442,000$
4 Install 72" RCP FT 680 $1,016 691,000$
5 Manhole EA 10 $20,322 203,000$
6 Sawcut and Remove Existing AC Pavement SF 26,450 $2.66 70,000$ 7 Crushed Miscellaneous Base SF 26,450 $4 106,000$
8 Replace Asphalt Concrete Pavement SF 26,450 $2 53,000$ 9 Traffic Control % 5% 171,000$
10 Erosion Control % 1% 36,000$
11 Moblilization/Demobilization % 10% 364,000$
3,999,000$
Engineering and Design % 10% 400,000$
Surveying & Staking & Geotechnical % 5% 200,000$
Construction Management/Staff % 10% 400,000$
1,000,000$
4,999,000$
25% 1,250,000$
6,249,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
14 of 136
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CIP Cost Estimates
AOS 1
Name E-7
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 560 $527 295,000$
2 Install 42" RCP FT 1,070 $588 629,000$
3 Install 54" RCP FT 1,990 $732 1,457,000$
4 Install 66" RCP FT 670 $911 610,000$
5 Manhole EA 11 $20,322 224,000$
6 Sawcut and Remove Existing AC Pavement SF 29,240 $2.66 78,000$ 7 Crushed Miscellaneous Base SF 29,240 $4 117,000$
8 Replace Asphalt Concrete Pavement SF 29,240 $2 58,000$ 9 Traffic Control % 5% 173,000$
10 Erosion Control % 1% 36,000$
11 Moblilization/Demobilization % 10% 368,000$
4,045,000$
Engineering and Design % 10% 405,000$
Surveying & Staking & Geotechnical % 5% 202,000$
Construction Management/Staff % 10% 405,000$
1,012,000$
5,057,000$
25% 1,264,000$
6,321,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
15 of 136
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CIP Cost Estimates
AOS 1
Name F-1
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 1,340 $1,016 1,361,000$
2 Manhole EA 3 $20,322 61,000$
3 Remove 48" RCP FT 530 $71 38,000$
4 Remove 54" RCP FT 650 $80 52,000$
5 Sawcut and Remove Existing AC Pavement SF 11,510 $2.66 31,000$ 6 Crushed Miscellaneous Base SF 11,510 $4 46,000$
7 Replace Asphalt Concrete Pavement SF 11,510 $2 23,000$ 8 Traffic Control % 5% 81,000$
9 Erosion Control % 1% 17,000$
10 Moblilization/Demobilization % 10% 171,000$
1,881,000$
Engineering and Design % 10% 188,000$
Surveying & Staking & Geotechnical % 5% 94,000$
Construction Management/Staff % 10% 188,000$
470,000$
2,351,000$
20% 470,000$
2,821,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
16 of 136
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CIP Cost Estimates
AOS 1
Name F-1A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 730 $527 385,000$
2 Install 42" RCP FT 690 $588 406,000$
3 Install 48" RCP FT 650 $656 426,000$
4 Install 54" RCP FT 1,000 $732 732,000$
5 Manhole EA 8 $20,322 163,000$
6 Remove 42" RCP FT 980 $62 61,000$
7 Sawcut and Remove Existing AC Pavement SF 19,210 $2.66 51,000$ 8 Crushed Miscellaneous Base SF 19,210 $4 77,000$
9 Replace Asphalt Concrete Pavement SF 19,210 $2 38,000$ 10 Traffic Control % 5% 117,000$
11 Erosion Control % 1% 25,000$
12 Moblilization/Demobilization % 10% 248,000$
2,729,000$
Engineering and Design % 10% 273,000$
Surveying & Staking & Geotechnical % 5% 136,000$
Construction Management/Staff % 10% 273,000$
682,000$
3,411,000$
20% 682,000$
4,093,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
17 of 136
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CIP Cost Estimates
AOS 1
Name F-1B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 710 $527 374,000$
2 Install 42" RCP FT 690 $588 406,000$
3 Install 48" RCP FT 970 $656 636,000$
4 Manhole EA 6 $20,322 122,000$
5 Remove 24" RCP FT 200 $35 7,000$
6 Remove 30" RCP FT 920 $44 40,000$
7 Sawcut and Remove Existing AC Pavement SF 14,070 $2.66 37,000$ 8 Crushed Miscellaneous Base SF 14,070 $4 56,000$
9 Replace Asphalt Concrete Pavement SF 14,070 $2 28,000$ 10 Traffic Control % 5% 85,000$
11 Erosion Control % 1% 18,000$
12 Moblilization/Demobilization % 10% 181,000$
1,990,000$
Engineering and Design % 10% 199,000$
Surveying & Staking & Geotechnical % 5% 100,000$
Construction Management/Staff % 10% 199,000$
498,000$
2,488,000$
20% 498,000$
2,986,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
18 of 136
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CIP Cost Estimates
AOS 1
Name F-2
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 820 $527 432,000$
2 Install 42" RCP FT 650 $588 382,000$
3 Install 48" RCP FT 660 $656 433,000$
4 Install 54" RCP FT 1,110 $732 813,000$
5 Install 60" RCP FT 280 $816 228,000$
6 Manhole EA 9 $20,322 183,000$
7 Remove 36" RCP FT 720 $53 38,000$
8 Remove 39" RCP FT 850 $58 49,000$
9 Remove 42" RCP FT 320 $62 20,000$
10 Remove 48" RCP FT 1,080 $71 77,000$
11 Sawcut and Remove Existing AC Pavement SF 22,260 $2.66 59,000$ 12 Crushed Miscellaneous Base SF 22,260 $4 89,000$
13 Replace Asphalt Concrete Pavement SF 22,260 $2 45,000$ 14 Traffic Control % 5% 142,000$
15 Erosion Control % 1% 30,000$
16 Moblilization/Demobilization % 10% 302,000$
3,322,000$
Engineering and Design % 10% 332,000$
Surveying & Staking & Geotechnical % 5% 166,000$
Construction Management/Staff % 10% 332,000$
830,000$
4,152,000$
20% 830,000$
4,982,000$
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)
* All unit prices reflect 2024 costs.

SUBTOTAL COST

CONTINGENCY

TOTAL PROJECT

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)
19 of 136
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CIP Cost Estimates
AOS 1
Name F-3
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 850 $527 448,000$
2 Install 42" RCP FT 640 $588 376,000$
3 Install 48" RCP FT 670 $656 440,000$
4 Install 54" RCP FT 530 $732 388,000$
5 Install 66" RCP FT 840 $911 765,000$
6 Manhole EA 9 $20,322 183,000$
7 Sawcut and Remove Existing AC Pavement SF 23,040 $2.66 61,000$ 8 Crushed Miscellaneous Base SF 23,040 $4 92,000$
9 Replace Asphalt Concrete Pavement SF 23,040 $2 46,000$ 10 Traffic Control % 5% 140,000$
11 Erosion Control % 1% 29,000$
12 Moblilization/Demobilization % 10% 297,000$
3,265,000$
Engineering and Design % 10% 327,000$
Surveying & Staking & Geotechnical % 5% 163,000$
Construction Management/Staff % 10% 327,000$
817,000$
4,082,000$
20% 816,000$
4,898,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
20 of 136
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CIP Cost Estimates
AOS 1
Name F-4
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 480 $527 253,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 10,320 $2.66 27,000$ 5 Crushed Miscellaneous Base SF 10,320 $4 41,000$
6 Replace Asphalt Concrete Pavement SF 10,320 $2 21,000$ 7 Traffic Control % 5% 61,000$
8 Erosion Control % 1% 13,000$
9 Moblilization/Demobilization % 10% 129,000$
1,423,000$
Engineering and Design % 10% 142,000$
Surveying & Staking & Geotechnical % 5% 71,000$
Construction Management/Staff % 10% 142,000$
355,000$
1,778,000$
20% 356,000$
2,134,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
21 of 136
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CIP Cost Estimates
AOS 1
Name F-5
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 890 $527 469,000$
2 Install 42" RCP FT 710 $588 417,000$
3 Install 72" RCP FT 1,970 $1,016 2,002,000$
4 Manhole EA 9 $20,322 183,000$
5 Remove 39" RCP FT 590 $58 34,000$
6 Sawcut and Remove Existing AC Pavement SF 25,830 $2.66 69,000$ 7 Crushed Miscellaneous Base SF 25,830 $4 103,000$
8 Replace Asphalt Concrete Pavement SF 25,830 $2 52,000$ 9 Traffic Control % 5% 166,000$
10 Erosion Control % 1% 35,000$
11 Moblilization/Demobilization % 10% 353,000$
3,883,000$
Engineering and Design % 10% 388,000$
Surveying & Staking & Geotechnical % 5% 194,000$
Construction Management/Staff % 10% 388,000$
970,000$
4,853,000$
20% 971,000$
5,824,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
22 of 136
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CIP Cost Estimates
AOS 1
Name F-5A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 830 $527 437,000$
2 Install 42" RCP FT 610 $588 359,000$
3 Install 42" RCP FT 1,330 $588 782,000$
4 Manhole EA 7 $20,322 142,000$
5 Sawcut and Remove Existing AC Pavement SF 17,270 $2.66 46,000$ 6 Crushed Miscellaneous Base SF 17,270 $4 69,000$
7 Replace Asphalt Concrete Pavement SF 17,270 $2 35,000$ 8 Traffic Control % 5% 94,000$
9 Erosion Control % 1% 20,000$
10 Moblilization/Demobilization % 10% 198,000$
2,182,000$
Engineering and Design % 10% 218,000$
Surveying & Staking & Geotechnical % 5% 109,000$
Construction Management/Staff % 10% 218,000$
545,000$
2,727,000$
20% 545,000$
3,272,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
23 of 136
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CIP Cost Estimates
AOS 1
Name F-6
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 630 $527 332,000$
2 Install 42" RCP FT 1,650 $588 970,000$
3 Install 54" RCP FT 1,250 $732 915,000$
4 Manhole EA 9 $20,322 183,000$
5 Sawcut and Remove Existing AC Pavement SF 21,760 $2.66 58,000$ 6 Crushed Miscellaneous Base SF 21,760 $4 87,000$
7 Replace Asphalt Concrete Pavement SF 21,760 $2 44,000$ 8 Traffic Control % 5% 129,000$
9 Erosion Control % 1% 27,000$
10 Moblilization/Demobilization % 10% 275,000$
3,020,000$
Engineering and Design % 10% 302,000$
Surveying & Staking & Geotechnical % 5% 151,000$
Construction Management/Staff % 10% 302,000$
755,000$
3,775,000$
20% 755,000$
4,530,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
24 of 136
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CIP Cost Estimates
AOS 1
Name G-0
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,320 $732 966,000$
2 Install 120" RCP FT 6,610 $2,433 16,082,000$
3 Manhole EA 20 $20,322 406,000$
4 Sawcut and Remove Existing AC Pavement SF 94,020 $2.66 250,000$ 5 Crushed Miscellaneous Base SF 94,020 $4 376,000$
6 Replace Asphalt Concrete Pavement SF 94,020 $2 188,000$ 7 Traffic Control % 5% 913,000$
8 Erosion Control % 1% 192,000$
9 Moblilization/Demobilization % 10% 1,937,000$
21,310,000$
Engineering and Design % 10% 2,131,000$
Surveying & Staking & Geotechnical % 5% 1,066,000$
Construction Management/Staff % 10% 2,131,000$
5,328,000$
26,638,000$
20% 5,328,000$
31,966,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
25 of 136
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CIP Cost Estimates
AOS 1
Name G-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 650 $527 343,000$
2 Install 42" RCP FT 1,500 $588 882,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 12,280 $2.66 33,000$ 5 Crushed Miscellaneous Base SF 12,280 $4 49,000$
6 Replace Asphalt Concrete Pavement SF 12,280 $2 25,000$ 7 Traffic Control % 5% 72,000$
8 Erosion Control % 1% 15,000$
9 Moblilization/Demobilization % 10% 152,000$
1,673,000$
Engineering and Design % 10% 167,000$
Surveying & Staking & Geotechnical % 5% 84,000$
Construction Management/Staff % 10% 167,000$
418,000$
2,091,000$
20% 418,000$
2,509,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
26 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name G-2
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 550 $527 290,000$
2 Install 54" RCP FT 1,170 $732 856,000$
3 Install 66" RCP FT 1,490 $911 1,357,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 23,060 $2.66 61,000$ 6 Crushed Miscellaneous Base SF 23,060 $4 92,000$
7 Replace Asphalt Concrete Pavement SF 23,060 $2 46,000$ 8 Traffic Control % 5% 143,000$
9 Erosion Control % 1% 30,000$
10 Moblilization/Demobilization % 10% 304,000$
3,342,000$
Engineering and Design % 10% 334,000$
Surveying & Staking & Geotechnical % 5% 167,000$
Construction Management/Staff % 10% 334,000$
835,000$
4,177,000$
25% 1,044,000$
5,221,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
27 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name G-2A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 530 $527 279,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 10,590 $2.66 28,000$ 5 Crushed Miscellaneous Base SF 10,590 $4 42,000$
6 Replace Asphalt Concrete Pavement SF 10,590 $2 21,000$ 7 Traffic Control % 5% 62,000$
8 Erosion Control % 1% 13,000$
9 Moblilization/Demobilization % 10% 132,000$
1,455,000$
Engineering and Design % 10% 146,000$
Surveying & Staking & Geotechnical % 5% 73,000$
Construction Management/Staff % 10% 146,000$
365,000$
1,820,000$
25% 455,000$
2,275,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
28 of 136
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CIP Cost Estimates
AOS 1
Name G-3
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 670 $527 353,000$
2 Install 42" RCP FT 1,490 $588 876,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 12,330 $2.66 33,000$ 5 Crushed Miscellaneous Base SF 12,330 $4 49,000$
6 Replace Asphalt Concrete Pavement SF 12,330 $2 25,000$ 7 Traffic Control % 5% 72,000$
8 Erosion Control % 1% 15,000$
9 Moblilization/Demobilization % 10% 153,000$
1,678,000$
Engineering and Design % 10% 168,000$
Surveying & Staking & Geotechnical % 5% 84,000$
Construction Management/Staff % 10% 168,000$
420,000$
2,098,000$
20% 420,000$
2,518,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
29 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name G-4
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 690 $527 364,000$
2 Install 54" RCP FT 1,210 $732 886,000$
3 Install 66" RCP FT 1,450 $911 1,321,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 23,760 $2.66 63,000$ 6 Crushed Miscellaneous Base SF 23,760 $4 95,000$
7 Replace Asphalt Concrete Pavement SF 23,760 $2 48,000$ 8 Traffic Control % 5% 147,000$
9 Erosion Control % 1% 31,000$
10 Moblilization/Demobilization % 10% 312,000$
3,430,000$
Engineering and Design % 10% 343,000$
Surveying & Staking & Geotechnical % 5% 172,000$
Construction Management/Staff % 10% 343,000$
858,000$
4,288,000$
25% 1,072,000$
5,360,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
30 of 136
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CIP Cost Estimates
AOS 1
Name G-4A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 348,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 11,280 $2.66 30,000$ 5 Crushed Miscellaneous Base SF 11,280 $4 45,000$
6 Replace Asphalt Concrete Pavement SF 11,280 $2 23,000$ 7 Traffic Control % 5% 66,000$
8 Erosion Control % 1% 14,000$
9 Moblilization/Demobilization % 10% 140,000$
1,544,000$
Engineering and Design % 10% 154,000$
Surveying & Staking & Geotechnical % 5% 77,000$
Construction Management/Staff % 10% 154,000$
385,000$
1,929,000$
25% 482,000$
2,411,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name G-5
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 710 $527 374,000$
2 Install 42" RCP FT 1,450 $588 853,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 12,310 $2.66 33,000$ 5 Crushed Miscellaneous Base SF 12,310 $4 49,000$
6 Replace Asphalt Concrete Pavement SF 12,310 $2 25,000$ 7 Traffic Control % 5% 72,000$
8 Erosion Control % 1% 15,000$
9 Moblilization/Demobilization % 10% 152,000$
1,675,000$
Engineering and Design % 10% 168,000$
Surveying & Staking & Geotechnical % 5% 84,000$
Construction Management/Staff % 10% 168,000$
420,000$
2,095,000$
20% 419,000$
2,514,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
32 of 136
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CIP Cost Estimates
AOS 1
Name G-6
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 810 $527 427,000$
2 Install 54" RCP FT 1,220 $732 893,000$
3 Install 66" RCP FT 1,440 $911 1,312,000$
4 Manhole EA 9 $20,322 183,000$
5 Sawcut and Remove Existing AC Pavement SF 23,050 $2.66 61,000$ 6 Crushed Miscellaneous Base SF 23,050 $4 92,000$
7 Replace Asphalt Concrete Pavement SF 23,050 $2 46,000$ 8 Traffic Control % 5% 151,000$
9 Erosion Control % 1% 32,000$
10 Moblilization/Demobilization % 10% 320,000$
3,517,000$
Engineering and Design % 10% 352,000$
Surveying & Staking & Geotechnical % 5% 176,000$
Construction Management/Staff % 10% 352,000$
880,000$
4,397,000$
25% 1,099,000$
5,496,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
33 of 136
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CIP Cost Estimates
AOS 1
Name G-6A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 680 $527 358,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 11,390 $2.66 30,000$ 5 Crushed Miscellaneous Base SF 11,390 $4 46,000$
6 Replace Asphalt Concrete Pavement SF 11,390 $2 23,000$ 7 Traffic Control % 5% 67,000$
8 Erosion Control % 1% 14,000$
9 Moblilization/Demobilization % 10% 142,000$
1,558,000$
Engineering and Design % 10% 156,000$
Surveying & Staking & Geotechnical % 5% 78,000$
Construction Management/Staff % 10% 156,000$
390,000$
1,948,000$
25% 487,000$
2,435,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name G-7
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 780 $527 411,000$
2 Install 54" RCP FT 1,200 $732 878,000$
3 Install 60" RCP FT 1,460 $816 1,191,000$
4 Manhole EA 9 $20,322 183,000$
5 Sawcut and Remove Existing AC Pavement SF 23,460 $2.66 62,000$ 6 Crushed Miscellaneous Base SF 23,460 $4 94,000$
7 Replace Asphalt Concrete Pavement SF 23,460 $2 47,000$ 8 Traffic Control % 5% 143,000$
9 Erosion Control % 1% 30,000$
10 Moblilization/Demobilization % 10% 304,000$
3,343,000$
Engineering and Design % 10% 334,000$
Surveying & Staking & Geotechnical % 5% 167,000$
Construction Management/Staff % 10% 334,000$
835,000$
4,178,000$
25% 1,045,000$
5,223,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
35 of 136
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CIP Cost Estimates
AOS 1
Name H-0
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 1,330 $1,016 1,351,000$
2 Install 78" RCP FT 1,330 $1,133 1,507,000$
3 Install 84" RCP FT 3,900 $1,264 4,930,000$
4 Manhole EA 16 $20,322 325,000$
5 Remove 42" RCP FT 420 $62 26,000$
6 Remove 66" RCP FT 730 $99 72,000$
7 Remove 72" RCP FT 3,170 $108 342,000$
8 Sawcut and Remove Existing AC Pavement SF 61,260 $2.66 163,000$ 9 Crushed Miscellaneous Base SF 61,260 $4 245,000$
10 Replace Asphalt Concrete Pavement SF 61,260 $2 123,000$ 11 Traffic Control % 5% 454,000$
12 Erosion Control % 1% 95,000$
13 Moblilization/Demobilization % 10% 963,000$
10,596,000$
Engineering and Design % 10% 1,060,000$
Surveying & Staking & Geotechnical % 5% 530,000$
Construction Management/Staff % 10% 1,060,000$
2,650,000$
13,246,000$
25% 3,312,000$
16,558,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name H-0A
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 690 $911 629,000$
2 Manhole EA 2 $20,322 41,000$
3 Remove 36" RCP FT 690 $53 37,000$
4 Sawcut and Remove Existing AC Pavement SF 5,550 $2.66 15,000$ 5 Crushed Miscellaneous Base SF 5,550 $4 22,000$
6 Replace Asphalt Concrete Pavement SF 5,550 $2 11,000$ 7 Traffic Control % 5% 38,000$
8 Erosion Control % 1% 8,000$
9 Moblilization/Demobilization % 10% 80,000$
881,000$
Engineering and Design % 10% 88,000$
Surveying & Staking & Geotechnical % 5% 44,000$
Construction Management/Staff % 10% 88,000$
220,000$
1,101,000$
25% 275,000$
1,376,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
37 of 136
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CIP Cost Estimates
AOS 1
Name J-1
Units Quantities Unit Price * Item Total
1 Install 78" RCP FT 2,520 $1,133 2,855,000$
2 Manhole EA 6 $20,322 122,000$
3 Sawcut and Remove Existing AC Pavement SF 23,000 $2.66 61,000$ 4 Crushed Miscellaneous Base SF 23,000 $4 92,000$
5 Replace Asphalt Concrete Pavement SF 23,000 $2 46,000$ 6 Traffic Control % 5% 159,000$
7 Erosion Control % 1% 33,000$
8 Moblilization/Demobilization % 10% 337,000$
3,705,000$
Engineering and Design % 10% 371,000$
Surveying & Staking & Geotechnical % 5% 185,000$
Construction Management/Staff % 10% 371,000$
927,000$
4,632,000$
20% 926,000$
5,558,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
38 of 136
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CIP Cost Estimates
AOS 1
Name J-1A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 348,000$
2 Install 42" RCP FT 2,330 $588 1,370,000$
3 Manhole EA 7 $20,322 142,000$
4 Sawcut and Remove Existing AC Pavement SF 17,210 $2.66 46,000$ 5 Crushed Miscellaneous Base SF 17,210 $4 69,000$
6 Replace Asphalt Concrete Pavement SF 17,210 $2 34,000$ 7 Traffic Control % 5% 100,000$
8 Erosion Control % 1% 21,000$
9 Moblilization/Demobilization % 10% 213,000$
2,343,000$
Engineering and Design % 10% 234,000$
Surveying & Staking & Geotechnical % 5% 117,000$
Construction Management/Staff % 10% 234,000$
585,000$
2,928,000$
25% 732,000$
3,660,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
39 of 136
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CIP Cost Estimates
AOS 1
Name J-1B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 800 $527 422,000$
2 Install 42" RCP FT 1,020 $588 600,000$
3 Install 54" RCP FT 1,330 $732 974,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 19,520 $2.66 52,000$ 6 Crushed Miscellaneous Base SF 19,520 $4 78,000$
7 Replace Asphalt Concrete Pavement SF 19,520 $2 39,000$ 8 Traffic Control % 5% 116,000$
9 Erosion Control % 1% 24,000$
10 Moblilization/Demobilization % 10% 247,000$
2,715,000$
Engineering and Design % 10% 272,000$
Surveying & Staking & Geotechnical % 5% 136,000$
Construction Management/Staff % 10% 272,000$
680,000$
3,395,000$
20% 679,000$
4,074,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
40 of 136
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CIP Cost Estimates
AOS 1
Name J-1C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 348,000$
2 Install 42" RCP FT 1,160 $588 682,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 10,340 $2.66 28,000$ 5 Crushed Miscellaneous Base SF 10,340 $4 41,000$
6 Replace Asphalt Concrete Pavement SF 10,340 $2 21,000$ 7 Traffic Control % 5% 61,000$
8 Erosion Control % 1% 13,000$
9 Moblilization/Demobilization % 10% 130,000$
1,426,000$
Engineering and Design % 10% 143,000$
Surveying & Staking & Geotechnical % 5% 71,000$
Construction Management/Staff % 10% 143,000$
357,000$
1,783,000$
20% 357,000$
2,140,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
41 of 136
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CIP Cost Estimates
AOS 1
Name J-2
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 3,570 $911 3,252,000$
2 Install 72" RCP FT 560 $1,016 569,000$
3 Manhole EA 10 $20,322 203,000$
4 Remove 24" RCP FT 400 $35 14,000$
5 Remove 30" RCP FT 340 $44 15,000$
6 Sawcut and Remove Existing AC Pavement SF 33,520 $2.66 89,000$ 7 Crushed Miscellaneous Base SF 33,520 $4 134,000$
8 Replace Asphalt Concrete Pavement SF 33,520 $2 67,000$ 9 Traffic Control % 5% 217,000$
10 Erosion Control % 1% 46,000$
11 Moblilization/Demobilization % 10% 461,000$
5,067,000$
Engineering and Design % 10% 507,000$
Surveying & Staking & Geotechnical % 5% 253,000$
Construction Management/Staff % 10% 507,000$
1,267,000$
6,334,000$
25% 1,584,000$
7,918,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
42 of 136
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CIP Cost Estimates
AOS 1
Name J-2A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 650 $527 343,000$
2 Install 42" RCP FT 1,150 $588 676,000$
3 Install 60" RCP FT 200 $816 163,000$
4 Manhole EA 5 $20,322 102,000$
5 Sawcut and Remove Existing AC Pavement SF 11,730 $2.66 31,000$ 6 Crushed Miscellaneous Base SF 11,730 $4 47,000$
7 Replace Asphalt Concrete Pavement SF 11,730 $2 23,000$ 8 Traffic Control % 5% 69,000$
9 Erosion Control % 1% 15,000$
10 Moblilization/Demobilization % 10% 147,000$
1,616,000$
Engineering and Design % 10% 162,000$
Surveying & Staking & Geotechnical % 5% 81,000$
Construction Management/Staff % 10% 162,000$
405,000$
2,021,000$
20% 404,000$
2,425,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
43 of 136
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CIP Cost Estimates
AOS 1
Name J-3
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,320 $732 966,000$
2 Install 66" RCP FT 1,310 $911 1,193,000$
3 Install 72" RCP FT 930 $1,016 945,000$
4 Manhole EA 9 $20,322 183,000$
5 Sawcut and Remove Existing AC Pavement SF 27,670 $2.66 74,000$ 6 Crushed Miscellaneous Base SF 27,670 $4 111,000$
7 Replace Asphalt Concrete Pavement SF 27,670 $2 55,000$ 8 Traffic Control % 5% 176,000$
9 Erosion Control % 1% 37,000$
10 Moblilization/Demobilization % 10% 374,000$
4,114,000$
Engineering and Design % 10% 411,000$
Surveying & Staking & Geotechnical % 5% 206,000$
Construction Management/Staff % 10% 411,000$
1,028,000$
5,142,000$
25% 1,286,000$
6,428,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
44 of 136
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CIP Cost Estimates
AOS 1
Name J-3A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 490 $527 258,000$
2 Install 42" RCP FT 1,350 $588 794,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 10,550 $2.66 28,000$ 5 Crushed Miscellaneous Base SF 10,550 $4 42,000$
6 Replace Asphalt Concrete Pavement SF 10,550 $2 21,000$ 7 Traffic Control % 5% 62,000$
8 Erosion Control % 1% 13,000$
9 Moblilization/Demobilization % 10% 132,000$
1,452,000$
Engineering and Design % 10% 145,000$
Surveying & Staking & Geotechnical % 5% 73,000$
Construction Management/Staff % 10% 145,000$
363,000$
1,815,000$
20% 363,000$
2,178,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
45 of 136
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CIP Cost Estimates
AOS 1
Name J-4
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 1,140 $656 748,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 7,320 $2.66 19,000$ 4 Crushed Miscellaneous Base SF 7,320 $4 29,000$
5 Replace Asphalt Concrete Pavement SF 7,320 $2 15,000$ 6 Traffic Control % 5% 44,000$
7 Erosion Control % 1% 9,000$
8 Moblilization/Demobilization % 10% 93,000$
1,018,000$
Engineering and Design % 10% 102,000$
Surveying & Staking & Geotechnical % 5% 51,000$
Construction Management/Staff % 10% 102,000$
255,000$
1,273,000$
20% 255,000$
1,528,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
46 of 136
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CIP Cost Estimates
AOS 1
Name J-4A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 580 $527 306,000$
2 Install 42" RCP FT 1,330 $588 782,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 10,910 $2.66 29,000$ 5 Crushed Miscellaneous Base SF 10,910 $4 44,000$
6 Replace Asphalt Concrete Pavement SF 10,910 $2 22,000$ 7 Traffic Control % 5% 64,000$
8 Erosion Control % 1% 13,000$
9 Moblilization/Demobilization % 10% 136,000$
1,498,000$
Engineering and Design % 10% 150,000$
Surveying & Staking & Geotechnical % 5% 75,000$
Construction Management/Staff % 10% 150,000$
375,000$
1,873,000$
20% 375,000$
2,248,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
47 of 136
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CIP Cost Estimates
AOS 1
Name J-4B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 600 $527 316,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 10,960 $2.66 29,000$ 5 Crushed Miscellaneous Base SF 10,960 $4 44,000$
6 Replace Asphalt Concrete Pavement SF 10,960 $2 22,000$ 7 Traffic Control % 5% 64,000$
8 Erosion Control % 1% 14,000$
9 Moblilization/Demobilization % 10% 137,000$
1,504,000$
Engineering and Design % 10% 150,000$
Surveying & Staking & Geotechnical % 5% 75,000$
Construction Management/Staff % 10% 150,000$
375,000$
1,879,000$
20% 376,000$
2,255,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
48 of 136
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CIP Cost Estimates
AOS 1
Name M-0
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,700 $816 1,387,000$
2 Manhole EA 4 $20,322 81,000$
3 Remove 42" RCP FT 910 $62 56,000$
4 Remove 48" RCP FT 650 $71 46,000$
5 Sawcut and Remove Existing AC Pavement SF 12,750 $2.66 34,000$ 6 Crushed Miscellaneous Base SF 12,750 $4 51,000$
7 Replace Asphalt Concrete Pavement SF 12,750 $2 26,000$ 8 Traffic Control % 5% 84,000$
9 Erosion Control % 1% 18,000$
10 Moblilization/Demobilization % 10% 178,000$
1,961,000$
Engineering and Design % 10% 196,000$
Surveying & Staking & Geotechnical % 5% 98,000$
Construction Management/Staff % 10% 196,000$
490,000$
2,451,000$
25% 613,000$
3,064,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
49 of 136
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CIP Cost Estimates
AOS 1
Name M-1
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 870 $816 710,000$
2 Install 6' x 4' RCB FT 250 $1,323 331,000$
3 Manhole EA 3 $20,322 61,000$
4 Remove 48" RCP FT 840 $71 60,000$
5 Sawcut and Remove Existing AC Pavement SF 8,680 $2.66 23,000$ 6 Crushed Miscellaneous Base SF 8,680 $4 35,000$
7 Replace Asphalt Concrete Pavement SF 8,680 $2 17,000$ 8 Traffic Control % 5% 62,000$
9 Erosion Control % 1% 13,000$
10 Moblilization/Demobilization % 10% 131,000$
1,443,000$
Engineering and Design % 10% 144,000$
Surveying & Staking & Geotechnical % 5% 72,000$
Construction Management/Staff % 10% 144,000$
360,000$
1,803,000$
25% 451,000$
2,254,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
50 of 136
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CIP Cost Estimates
AOS 1
Name M-1A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 348,000$
2 Install 42" RCP FT 1,240 $588 729,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 10,810 $2.66 29,000$ 5 Crushed Miscellaneous Base SF 10,810 $4 43,000$
6 Replace Asphalt Concrete Pavement SF 10,810 $2 22,000$ 7 Traffic Control % 5% 64,000$
8 Erosion Control % 1% 13,000$
9 Moblilization/Demobilization % 10% 135,000$
1,485,000$
Engineering and Design % 10% 149,000$
Surveying & Staking & Geotechnical % 5% 74,000$
Construction Management/Staff % 10% 149,000$
372,000$
1,857,000$
20% 371,000$
2,228,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
51 of 136
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CIP Cost Estimates
AOS 1
Name M-2
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 1,090 $656 715,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 7,000 $2.66 19,000$ 4 Crushed Miscellaneous Base SF 7,000 $4 28,000$
5 Replace Asphalt Concrete Pavement SF 7,000 $2 14,000$ 6 Traffic Control % 5% 42,000$
7 Erosion Control % 1% 9,000$
8 Moblilization/Demobilization % 10% 89,000$
977,000$
Engineering and Design % 10% 98,000$
Surveying & Staking & Geotechnical % 5% 49,000$
Construction Management/Staff % 10% 98,000$
245,000$
1,222,000$
25% 306,000$
1,528,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-2A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 550 $527 290,000$
2 Install 42" RCP FT 1,150 $588 676,000$
3 Manhole EA 4 $20,322 81,000$
4 Sawcut and Remove Existing AC Pavement SF 9,690 $2.66 26,000$ 5 Crushed Miscellaneous Base SF 9,690 $4 39,000$
6 Replace Asphalt Concrete Pavement SF 9,690 $2 19,000$ 7 Traffic Control % 5% 57,000$
8 Erosion Control % 1% 12,000$
9 Moblilization/Demobilization % 10% 120,000$
1,320,000$
Engineering and Design % 10% 132,000$
Surveying & Staking & Geotechnical % 5% 66,000$
Construction Management/Staff % 10% 132,000$
330,000$
1,650,000$
20% 330,000$
1,980,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-3
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 1,150 $656 754,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 7,380 $2.66 20,000$ 4 Crushed Miscellaneous Base SF 7,380 $4 30,000$
5 Replace Asphalt Concrete Pavement SF 7,380 $2 15,000$ 6 Traffic Control % 5% 44,000$
7 Erosion Control % 1% 9,000$
8 Moblilization/Demobilization % 10% 93,000$
1,026,000$
Engineering and Design % 10% 103,000$
Surveying & Staking & Geotechnical % 5% 51,000$
Construction Management/Staff % 10% 103,000$
257,000$
1,283,000$
25% 321,000$
1,604,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-3A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 580 $527 306,000$
2 Install 42" RCP FT 1,460 $588 858,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 11,680 $2.66 31,000$ 5 Crushed Miscellaneous Base SF 11,680 $4 47,000$
6 Replace Asphalt Concrete Pavement SF 11,680 $2 23,000$ 7 Traffic Control % 5% 68,000$
8 Erosion Control % 1% 14,000$
9 Moblilization/Demobilization % 10% 145,000$
1,594,000$
Engineering and Design % 10% 159,000$
Surveying & Staking & Geotechnical % 5% 80,000$
Construction Management/Staff % 10% 159,000$
398,000$
1,992,000$
25% 498,000$
2,490,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-4
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 700 $527 369,000$
2 Manhole EA 2 $20,322 41,000$
3 Sawcut and Remove Existing AC Pavement SF 3,740 $2.66 10,000$ 4 Crushed Miscellaneous Base SF 3,740 $4 15,000$
5 Replace Asphalt Concrete Pavement SF 3,740 $2 7,000$
6 Traffic Control % 5% 22,000$
7 Erosion Control % 1% 5,000$
8 Moblilization/Demobilization % 10% 47,000$
516,000$
Engineering and Design % 10% 51,600$
Surveying & Staking & Geotechnical % 5% 26,000$
Construction Management/Staff % 10% 52,000$
129,600$
645,600$
20% 129,000$
774,600$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5-A
Units Quantities Unit Price * Item Total
1 Install Double 14' x 6' RCB FT 1,360 $16,722 22,742,000$ 2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 40,800 $2.66 109,000$ 4 Crushed Miscellaneous Base SF 40,800 $4 163,000$
5 Replace Asphalt Concrete Pavement SF 40,800 $2 82,000$ 6 Traffic Control % 5% 1,158,000$
7 Erosion Control % 1% 243,000$
8 Moblilization/Demobilization % 10% 2,456,000$
27,014,000$
Engineering and Design % 10% 2,701,000$
Surveying & Staking & Geotechnical % 5% 1,351,000$
Construction Management/Staff % 10% 2,701,000$
6,753,000$
33,767,000$
25% 8,442,000$
42,209,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5-B
Units Quantities Unit Price * Item Total
1 Install 14' x 8' RCB FT 1,880 $8,361 15,719,000$
2 Install Double 14' x 6' RCB FT 1,870 $16,722 31,270,000$ 3 Manhole EA 9 $20,322 183,000$
4 Sawcut and Remove Existing AC Pavement SF 86,180 $2.66 229,000$ 5 Crushed Miscellaneous Base SF 86,180 $4 345,000$
6 Replace Asphalt Concrete Pavement SF 86,180 $2 172,000$ 7 Traffic Control % 5% 2,396,000$
8 Erosion Control % 1% 503,000$
9 Moblilization/Demobilization % 10% 5,082,000$
55,899,000$
Engineering and Design % 10% 5,590,000$
Surveying & Staking & Geotechnical % 5% 2,795,000$
Construction Management/Staff % 10% 5,590,000$
13,975,000$
69,874,000$
25% 17,469,000$
87,343,000$
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5-C
Units Quantities Unit Price * Item Total
1 Install 96" RCP FT 3,760 $1,572 5,911,000$
2 Manhole EA 9 $20,322 183,000$
3 Sawcut and Remove Existing AC Pavement SF 40,270 $2.66 107,000$ 4 Crushed Miscellaneous Base SF 40,270 $4 161,000$
5 Replace Asphalt Concrete Pavement SF 40,270 $2 81,000$ 6 Traffic Control % 5% 322,000$
7 Erosion Control % 1% 68,000$
8 Moblilization/Demobilization % 10% 683,000$
7,516,000$
Engineering and Design % 10% 752,000$
Surveying & Staking & Geotechnical % 5% 376,000$
Construction Management/Staff % 10% 752,000$
1,880,000$
9,396,000$
20% 1,879,000$
11,275,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5-D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 670 $527 353,000$
2 Install 42" RCP FT 1,310 $588 770,000$
3 Install 54" RCP FT 3,180 $732 2,328,000$
4 Install 60" RCP FT 2,010 $816 1,640,000$
5 Manhole EA 18 $20,322 366,000$
6 Sawcut and Remove Existing AC Pavement SF 48,560 $2.66 129,000$ 7 Crushed Miscellaneous Base SF 48,560 $4 194,000$
8 Replace Asphalt Concrete Pavement SF 48,560 $2 97,000$ 9 Traffic Control % 5% 294,000$
10 Erosion Control % 1% 62,000$
11 Moblilization/Demobilization % 10% 623,000$
6,856,000$
Engineering and Design % 10% 686,000$
Surveying & Staking & Geotechnical % 5% 343,000$
Construction Management/Staff % 10% 686,000$
1,715,000$
8,571,000$
25% 2,143,000$
10,714,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5-E
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 700 $527 369,000$
2 Manhole EA 2 $20,322 41,000$
3 Sawcut and Remove Existing AC Pavement SF 3,740 $2.66 10,000$ 4 Crushed Miscellaneous Base SF 3,740 $4 15,000$
5 Replace Asphalt Concrete Pavement SF 3,740 $2 7,000$
6 Traffic Control % 5% 22,000$
7 Erosion Control % 1% 5,000$
8 Moblilization/Demobilization % 10% 47,000$
516,000$
Engineering and Design % 10% 51,600$
Surveying & Staking & Geotechnical % 5% 26,000$
Construction Management/Staff % 10% 52,000$
129,600$
645,600$
25% 161,000$
806,600$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 460 $527 242,000$
2 Install 42" RCP FT 1,400 $588 823,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 10,680 $2.66 28,000$ 5 Crushed Miscellaneous Base SF 10,680 $4 43,000$
6 Replace Asphalt Concrete Pavement SF 10,680 $2 21,000$ 7 Traffic Control % 5% 63,000$
8 Erosion Control % 1% 13,000$
9 Moblilization/Demobilization % 10% 134,000$
1,469,000$
Engineering and Design % 10% 147,000$
Surveying & Staking & Geotechnical % 5% 73,000$
Construction Management/Staff % 10% 147,000$
367,000$
1,836,000$
25% 459,000$
2,295,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5B
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 1,330 $911 1,212,000$
2 Install 72" RCP FT 4,130 $1,016 4,196,000$
3 Install 78" RCP FT 1,330 $1,133 1,507,000$
4 Manhole EA 17 $20,322 345,000$
5 Sawcut and Remove Existing AC Pavement SF 58,000 $2.66 154,000$ 6 Crushed Miscellaneous Base SF 58,000 $4 232,000$
7 Replace Asphalt Concrete Pavement SF 58,000 $2 116,000$ 8 Traffic Control % 5% 388,000$
9 Erosion Control % 1% 82,000$
10 Moblilization/Demobilization % 10% 823,000$
9,055,000$
Engineering and Design % 10% 906,000$
Surveying & Staking & Geotechnical % 5% 453,000$
Construction Management/Staff % 10% 906,000$
2,265,000$
11,320,000$
20% 2,264,000$
13,584,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5B-A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 340 $527 179,000$
2 Manhole EA 1 $20,322 20,000$
3 Sawcut and Remove Existing AC Pavement SF 1,820 $2.66 5,000$ 4 Crushed Miscellaneous Base SF 1,820 $4 7,000$
5 Replace Asphalt Concrete Pavement SF 1,820 $2 4,000$
6 Traffic Control % 5% 11,000$
7 Erosion Control % 1% 2,000$
8 Moblilization/Demobilization % 10% 23,000$
251,000$
Engineering and Design % 10% 25,100$
Surveying & Staking & Geotechnical % 5% 13,000$
Construction Management/Staff % 10% 25,000$
63,100$
314,100$
20% 63,000$
377,100$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5B-B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 690 $527 364,000$
2 Install 42" RCP FT 1,350 $588 794,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 11,620 $2.66 31,000$ 5 Crushed Miscellaneous Base SF 11,620 $4 46,000$
6 Replace Asphalt Concrete Pavement SF 11,620 $2 23,000$ 7 Traffic Control % 5% 68,000$
8 Erosion Control % 1% 14,000$
9 Moblilization/Demobilization % 10% 144,000$
1,586,000$
Engineering and Design % 10% 159,000$
Surveying & Staking & Geotechnical % 5% 79,000$
Construction Management/Staff % 10% 159,000$
397,000$
1,983,000$
20% 397,000$
2,380,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5B-C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 670 $527 353,000$
2 Install 42" RCP FT 1,350 $588 794,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 11,510 $2.66 31,000$ 5 Crushed Miscellaneous Base SF 11,510 $4 46,000$
6 Replace Asphalt Concrete Pavement SF 11,510 $2 23,000$ 7 Traffic Control % 5% 67,000$
8 Erosion Control % 1% 14,000$
9 Moblilization/Demobilization % 10% 143,000$
1,573,000$
Engineering and Design % 10% 157,000$
Surveying & Staking & Geotechnical % 5% 79,000$
Construction Management/Staff % 10% 157,000$
393,000$
1,966,000$
20% 393,000$
2,359,000$
* All unit prices reflect 2024 costs.

Item No. Item Description Project Total

CONTINGENCY

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5B-D 100
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 730 $527 385,000$
2 Install 42" RCP FT 1,330 $588 782,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 11,710 $2.66 31,000$ 5 Crushed Miscellaneous Base SF 11,710 $4 47,000$
6 Replace Asphalt Concrete Pavement SF 11,710 $2 23,000$ 7 Traffic Control % 5% 69,000$
8 Erosion Control % 1% 14,000$
9 Moblilization/Demobilization % 10% 145,000$
1,598,000$
Engineering and Design % 10% 160,000$
Surveying & Staking & Geotechnical % 5% 80,000$
Construction Management/Staff % 10% 160,000$
400,000$
1,998,000$
20% 400,000$
2,398,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5B-E
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 790 $527 416,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Install 48" RCP FT 1,330 $656 872,000$
4 Manhole EA 9 $20,322 183,000$
5 Sawcut and Remove Existing AC Pavement SF 20,510 $2.66 55,000$ 6 Crushed Miscellaneous Base SF 20,510 $4 82,000$
7 Replace Asphalt Concrete Pavement SF 20,510 $2 41,000$ 8 Traffic Control % 5% 121,000$
9 Erosion Control % 1% 25,000$
10 Moblilization/Demobilization % 10% 257,000$
2,828,000$
Engineering and Design % 10% 283,000$
Surveying & Staking & Geotechnical % 5% 141,000$
Construction Management/Staff % 10% 283,000$
707,000$
3,535,000$
25% 884,000$
4,419,000$
+ Contingency increased to 25% due to major highway and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 350 $527 184,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Install 48" RCP FT 1,340 $656 879,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 18,220 $2.66 48,000$ 6 Crushed Miscellaneous Base SF 18,220 $4 73,000$
7 Replace Asphalt Concrete Pavement SF 18,220 $2 36,000$ 8 Traffic Control % 5% 108,000$
9 Erosion Control % 1% 23,000$
10 Moblilization/Demobilization % 10% 229,000$
2,519,000$
Engineering and Design % 10% 252,000$
Surveying & Staking & Geotechnical % 5% 126,000$
Construction Management/Staff % 10% 252,000$
630,000$
3,149,000$
25% 787,000$
3,936,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 810 $527 427,000$
2 Manhole EA 2 $20,322 41,000$
3 Sawcut and Remove Existing AC Pavement SF 4,320 $2.66 11,000$ 4 Crushed Miscellaneous Base SF 4,320 $4 17,000$
5 Replace Asphalt Concrete Pavement SF 4,320 $2 9,000$
6 Traffic Control % 5% 25,000$
7 Erosion Control % 1% 5,000$
8 Moblilization/Demobilization % 10% 54,000$
589,000$
Engineering and Design % 10% 58,900$
Surveying & Staking & Geotechnical % 5% 29,000$
Construction Management/Staff % 10% 59,000$
146,900$
735,900$
20% 147,000$
882,900$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5E
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,320 $816 1,077,000$
2 Install 66" RCP FT 1,330 $911 1,212,000$
3 Install 72" RCP FT 5,480 $1,016 5,568,000$
4 Install 78" RCP FT 5,480 $1,133 6,209,000$
5 Manhole EA 34 $20,322 691,000$
6 Sawcut and Remove Existing AC Pavement SF 110,270 $2.66 293,000$ 7 Crushed Miscellaneous Base SF 110,270 $4 441,000$
8 Replace Asphalt Concrete Pavement SF 110,270 $2 221,000$ 9 Traffic Control % 5% 786,000$
10 Erosion Control % 1% 165,000$
11 Moblilization/Demobilization % 10% 1,666,000$
18,329,000$
Engineering and Design % 10% 1,833,000$
Surveying & Staking & Geotechnical % 5% 916,000$
Construction Management/Staff % 10% 1,833,000$
4,582,000$
22,911,000$
20% 4,582,000$
27,493,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5E-A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 274,000$
2 Install 42" RCP FT 820 $588 482,000$
3 Manhole EA 3 $20,322 61,000$
4 Sawcut and Remove Existing AC Pavement SF 7,600 $2.66 20,000$ 5 Crushed Miscellaneous Base SF 7,600 $4 30,000$
6 Replace Asphalt Concrete Pavement SF 7,600 $2 15,000$ 7 Traffic Control % 5% 44,000$
8 Erosion Control % 1% 9,000$
9 Moblilization/Demobilization % 10% 94,000$
1,029,000$
Engineering and Design % 10% 103,000$
Surveying & Staking & Geotechnical % 5% 51,000$
Construction Management/Staff % 10% 103,000$
257,000$
1,286,000$
20% 257,000$
1,543,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5E-B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 500 $527 264,000$
2 Install 42" RCP FT 1,200 $588 706,000$
3 Manhole EA 4 $20,322 81,000$
4 Sawcut and Remove Existing AC Pavement SF 9,720 $2.66 26,000$ 5 Crushed Miscellaneous Base SF 9,720 $4 39,000$
6 Replace Asphalt Concrete Pavement SF 9,720 $2 19,000$ 7 Traffic Control % 5% 57,000$
8 Erosion Control % 1% 12,000$
9 Moblilization/Demobilization % 10% 120,000$
1,324,000$
Engineering and Design % 10% 132,000$
Surveying & Staking & Geotechnical % 5% 66,000$
Construction Management/Staff % 10% 132,000$
330,000$
1,654,000$
20% 331,000$
1,985,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5E-C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 490 $527 258,000$
2 Install 42" RCP FT 1,180 $588 694,000$
3 Manhole EA 4 $20,322 81,000$
4 Remove 36" RCP FT 70 $53 4,000$
5 Sawcut and Remove Existing AC Pavement SF 9,550 $2.66 25,000$ 6 Crushed Miscellaneous Base SF 9,550 $4 38,000$
7 Replace Asphalt Concrete Pavement SF 9,550 $2 19,000$ 8 Traffic Control % 5% 56,000$
9 Erosion Control % 1% 12,000$
10 Moblilization/Demobilization % 10% 119,000$
1,306,000$
Engineering and Design % 10% 131,000$
Surveying & Staking & Geotechnical % 5% 65,000$
Construction Management/Staff % 10% 131,000$
327,000$
1,633,000$
20% 327,000$
1,960,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5E-D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 590 $527 311,000$
2 Install 42" RCP FT 1,070 $588 629,000$
3 Manhole EA 4 $20,322 81,000$
4 Sawcut and Remove Existing AC Pavement SF 9,440 $2.66 25,000$ 5 Crushed Miscellaneous Base SF 9,440 $4 38,000$
6 Replace Asphalt Concrete Pavement SF 9,440 $2 19,000$ 7 Traffic Control % 5% 55,000$
8 Erosion Control % 1% 12,000$
9 Moblilization/Demobilization % 10% 117,000$
1,287,000$
Engineering and Design % 10% 129,000$
Surveying & Staking & Geotechnical % 5% 64,000$
Construction Management/Staff % 10% 129,000$
322,000$
1,609,000$
20% 322,000$
1,931,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5E-E
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 640 $527 337,000$
2 Install 42" RCP FT 1,030 $588 606,000$
3 Manhole EA 4 $20,322 81,000$
4 Sawcut and Remove Existing AC Pavement SF 9,470 $2.66 25,000$ 5 Crushed Miscellaneous Base SF 9,470 $4 38,000$
6 Replace Asphalt Concrete Pavement SF 9,470 $2 19,000$ 7 Traffic Control % 5% 55,000$
8 Erosion Control % 1% 12,000$
9 Moblilization/Demobilization % 10% 117,000$
1,290,000$
Engineering and Design % 10% 129,000$
Surveying & Staking & Geotechnical % 5% 65,000$
Construction Management/Staff % 10% 129,000$
323,000$
1,613,000$
20% 323,000$
1,936,000$
* All unit prices reflect 2024 costs.

Item No. Item Description Project Total

CONTINGENCY

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5E-F
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 650 $527 343,000$
2 Install 42" RCP FT 1,000 $588 588,000$
3 Manhole EA 4 $20,322 81,000$
4 Sawcut and Remove Existing AC Pavement SF 9,350 $2.66 25,000$ 5 Crushed Miscellaneous Base SF 9,350 $4 37,000$
6 Replace Asphalt Concrete Pavement SF 9,350 $2 19,000$ 7 Traffic Control % 5% 55,000$
8 Erosion Control % 1% 11,000$
9 Moblilization/Demobilization % 10% 116,000$
1,275,000$
Engineering and Design % 10% 128,000$
Surveying & Staking & Geotechnical % 5% 64,000$
Construction Management/Staff % 10% 128,000$
320,000$
1,595,000$
20% 319,000$
1,914,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5F
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 350 $527 184,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Install 48" RCP FT 1,350 $656 886,000$
4 Install 60" RCP FT 1,140 $816 930,000$
5 Install 66" RCP FT 1,520 $911 1,385,000$
6 Manhole EA 14 $20,322 285,000$
7 Sawcut and Remove Existing AC Pavement SF 39,320 $2.66 105,000$ 8 Crushed Miscellaneous Base SF 39,320 $4 157,000$
9 Replace Asphalt Concrete Pavement SF 39,320 $2 79,000$ 10 Traffic Control % 5% 239,000$
11 Erosion Control % 1% 50,000$
12 Moblilization/Demobilization % 10% 508,000$
5,584,000$
Engineering and Design % 10% 558,000$
Surveying & Staking & Geotechnical % 5% 279,000$
Construction Management/Staff % 10% 558,000$
1,395,000$
6,979,000$
25% 1,745,000$
8,724,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5F-A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 360 $527 190,000$
2 Install 42" RCP FT 1,330 $588 782,000$
3 Install 48" RCP FT 1,320 $656 866,000$
4 Install 54" RCP FT 1,330 $732 974,000$
5 Manhole EA 11 $20,322 224,000$
6 Sawcut and Remove Existing AC Pavement SF 27,460 $2.66 73,000$ 7 Crushed Miscellaneous Base SF 27,460 $4 110,000$
8 Replace Asphalt Concrete Pavement SF 27,460 $2 55,000$ 9 Traffic Control % 5% 164,000$
10 Erosion Control % 1% 34,000$
11 Moblilization/Demobilization % 10% 347,000$
3,819,000$
Engineering and Design % 10% 382,000$
Surveying & Staking & Geotechnical % 5% 191,000$
Construction Management/Staff % 10% 382,000$
955,000$
4,774,000$
25% 1,194,000$
5,968,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5G
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,340 $732 981,000$
2 Install 66" RCP FT 2,650 $911 2,414,000$
3 Manhole EA 10 $20,322 203,000$
4 Sawcut and Remove Existing AC Pavement SF 30,530 $2.66 81,000$ 5 Crushed Miscellaneous Base SF 30,530 $4 122,000$
6 Replace Asphalt Concrete Pavement SF 30,530 $2 61,000$ 7 Traffic Control % 5% 193,000$
8 Erosion Control % 1% 41,000$
9 Moblilization/Demobilization % 10% 410,000$
4,506,000$
Engineering and Design % 10% 451,000$
Surveying & Staking & Geotechnical % 5% 225,000$
Construction Management/Staff % 10% 451,000$
1,127,000$
5,633,000$
25% 1,408,000$
7,041,000$
+ Contingency increased to 25% due to major highway and 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5G-A
Units Quantities Unit Price * Item Total
1 Install 42" RCP FT 1,150 $588 676,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 6,760 $2.66 18,000$ 4 Crushed Miscellaneous Base SF 6,760 $4 27,000$
5 Replace Asphalt Concrete Pavement SF 6,760 $2 14,000$ 6 Traffic Control % 5% 40,000$
7 Erosion Control % 1% 8,000$
8 Moblilization/Demobilization % 10% 84,000$
928,000$
Engineering and Design % 10% 93,000$
Surveying & Staking & Geotechnical % 5% 46,000$
Construction Management/Staff % 10% 93,000$
232,000$
1,160,000$
25% 290,000$
1,450,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5G-B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,310 $527 690,000$
2 Install 42" RCP FT 750 $588 441,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 11,400 $2.66 30,000$ 5 Crushed Miscellaneous Base SF 11,400 $4 46,000$
6 Replace Asphalt Concrete Pavement SF 11,400 $2 23,000$ 7 Traffic Control % 5% 67,000$
8 Erosion Control % 1% 14,000$
9 Moblilization/Demobilization % 10% 141,000$
1,554,000$
Engineering and Design % 10% 155,000$
Surveying & Staking & Geotechnical % 5% 78,000$
Construction Management/Staff % 10% 155,000$
388,000$
1,942,000$
25% 486,000$
2,428,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5G-C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 730 $527 385,000$
2 Install 42" RCP FT 1,310 $588 770,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 11,590 $2.66 31,000$ 5 Crushed Miscellaneous Base SF 11,590 $4 46,000$
6 Replace Asphalt Concrete Pavement SF 11,590 $2 23,000$ 7 Traffic Control % 5% 68,000$
8 Erosion Control % 1% 14,000$
9 Moblilization/Demobilization % 10% 144,000$
1,583,000$
Engineering and Design % 10% 158,000$
Surveying & Staking & Geotechnical % 5% 79,000$
Construction Management/Staff % 10% 158,000$
395,000$
1,978,000$
25% 495,000$
2,473,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-5H
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 350 $527 184,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Install 48" RCP FT 1,340 $656 879,000$
4 Install 54" RCP FT 1,150 $732 842,000$
5 Install 72" RCP FT 2,830 $1,016 2,875,000$
6 Manhole EA 17 $20,322 345,000$
7 Sawcut and Remove Existing AC Pavement SF 50,520 $2.66 134,000$ 8 Crushed Miscellaneous Base SF 50,520 $4 202,000$
9 Replace Asphalt Concrete Pavement SF 50,520 $2 101,000$ 10 Traffic Control % 5% 317,000$
11 Erosion Control % 1% 67,000$
12 Moblilization/Demobilization % 10% 672,000$
7,394,000$
Engineering and Design % 10% 739,000$
Surveying & Staking & Geotechnical % 5% 370,000$
Construction Management/Staff % 10% 739,000$
1,848,000$
9,242,000$
25% 2,311,000$
11,553,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-6A
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 2,630 $1,016 2,672,000$
2 Install 78" RCP FT 1,380 $1,133 1,564,000$
3 Manhole EA 10 $20,322 203,000$
4 Sawcut and Remove Existing AC Pavement SF 35,170 $2.66 94,000$ 5 Crushed Miscellaneous Base SF 35,170 $4 141,000$
6 Replace Asphalt Concrete Pavement SF 35,170 $2 70,000$ 7 Traffic Control % 5% 237,000$
8 Erosion Control % 1% 50,000$
9 Moblilization/Demobilization % 10% 503,000$
5,534,000$
Engineering and Design % 10% 553,000$
Surveying & Staking & Geotechnical % 5% 277,000$
Construction Management/Staff % 10% 553,000$
1,383,000$
6,917,000$
20% 1,383,000$
8,300,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-6B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 340 $527 179,000$
2 Install 42" RCP FT 1,370 $588 806,000$
3 Install 48" RCP FT 1,290 $656 846,000$
4 Install 66" RCP FT 2,650 $911 2,414,000$
5 Manhole EA 14 $20,322 285,000$
6 Sawcut and Remove Existing AC Pavement SF 40,890 $2.66 109,000$ 7 Crushed Miscellaneous Base SF 40,890 $4 164,000$
8 Replace Asphalt Concrete Pavement SF 40,890 $2 82,000$ 9 Traffic Control % 5% 244,000$
10 Erosion Control % 1% 51,000$
11 Moblilization/Demobilization % 10% 518,000$
5,698,000$
Engineering and Design % 10% 570,000$
Surveying & Staking & Geotechnical % 5% 285,000$
Construction Management/Staff % 10% 570,000$
1,425,000$
7,123,000$
25% 1,781,000$
8,904,000$
+ Contingency increased to 25% due to 12' water main and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-6C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 320 $527 169,000$
2 Install 42" RCP FT 1,650 $588 970,000$
3 Install 48" RCP FT 1,310 $656 859,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 19,810 $2.66 53,000$ 6 Crushed Miscellaneous Base SF 19,810 $4 79,000$
7 Replace Asphalt Concrete Pavement SF 19,810 $2 40,000$ 8 Traffic Control % 5% 117,000$
9 Erosion Control % 1% 25,000$
10 Moblilization/Demobilization % 10% 248,000$
2,723,000$
Engineering and Design % 10% 272,000$
Surveying & Staking & Geotechnical % 5% 136,000$
Construction Management/Staff % 10% 272,000$
680,000$
3,403,000$
25% 851,000$
4,254,000$
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-6D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 340 $527 179,000$
2 Install 42" RCP FT 1,380 $588 811,000$
3 Install 48" RCP FT 1,280 $656 840,000$
4 Install 54" RCP FT 1,380 $732 1,010,000$
5 Manhole EA 11 $20,322 224,000$
6 Sawcut and Remove Existing AC Pavement SF 27,740 $2.66 74,000$ 7 Crushed Miscellaneous Base SF 27,740 $4 111,000$
8 Replace Asphalt Concrete Pavement SF 27,740 $2 55,000$ 9 Traffic Control % 5% 165,000$
10 Erosion Control % 1% 35,000$
11 Moblilization/Demobilization % 10% 350,000$
3,854,000$
Engineering and Design % 10% 385,000$
Surveying & Staking & Geotechnical % 5% 193,000$
Construction Management/Staff % 10% 385,000$
963,000$
4,817,000$
25% 1,204,000$
6,021,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-7A
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 2,680 $1,264 3,388,000$
2 Install 96" RCP FT 1,250 $1,572 1,965,000$
3 Manhole EA 10 $20,322 203,000$
4 Sawcut and Remove Existing AC Pavement SF 39,350 $2.66 105,000$ 5 Crushed Miscellaneous Base SF 39,350 $4 157,000$
6 Replace Asphalt Concrete Pavement SF 39,350 $2 79,000$ 7 Traffic Control % 5% 295,000$
8 Erosion Control % 1% 62,000$
9 Moblilization/Demobilization % 10% 625,000$
6,879,000$
Engineering and Design % 10% 688,000$
Surveying & Staking & Geotechnical % 5% 344,000$
Construction Management/Staff % 10% 688,000$
1,720,000$
8,599,000$
25% 2,150,000$
10,749,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-7B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 400 $527 211,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Install 48" RCP FT 1,340 $656 879,000$
4 Install 72" RCP FT 2,660 $1,016 2,703,000$
5 Manhole EA 14 $20,322 285,000$
6 Sawcut and Remove Existing AC Pavement SF 41,320 $2.66 110,000$ 7 Crushed Miscellaneous Base SF 41,320 $4 165,000$
8 Replace Asphalt Concrete Pavement SF 41,320 $2 83,000$ 9 Traffic Control % 5% 261,000$
10 Erosion Control % 1% 55,000$
11 Moblilization/Demobilization % 10% 553,000$
6,081,000$
Engineering and Design % 10% 608,000$
Surveying & Staking & Geotechnical % 5% 304,000$
Construction Management/Staff % 10% 608,000$
1,520,000$
7,601,000$
25% 1,900,000$
9,501,000$
+ Contingency increased to 25% due to major highway, 12' water main conflict, and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-7C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 640 $527 337,000$
2 Install 42" RCP FT 1,380 $588 811,000$
3 Install 54" RCP FT 1,370 $732 1,003,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 21,060 $2.66 56,000$ 6 Crushed Miscellaneous Base SF 21,060 $4 84,000$
7 Replace Asphalt Concrete Pavement SF 21,060 $2 42,000$ 8 Traffic Control % 5% 125,000$
9 Erosion Control % 1% 26,000$
10 Moblilization/Demobilization % 10% 265,000$
2,912,000$
Engineering and Design % 10% 291,000$
Surveying & Staking & Geotechnical % 5% 146,000$
Construction Management/Staff % 10% 291,000$
728,000$
3,640,000$
25% 910,000$
4,550,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-7D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 348,000$
2 Install 42" RCP FT 1,450 $588 853,000$
3 Install 54" RCP FT 1,400 $732 1,025,000$
4 Manhole EA 9 $20,322 183,000$
5 Sawcut and Remove Existing AC Pavement SF 21,790 $2.66 58,000$ 6 Crushed Miscellaneous Base SF 21,790 $4 87,000$
7 Replace Asphalt Concrete Pavement SF 21,790 $2 44,000$ 8 Traffic Control % 5% 130,000$
9 Erosion Control % 1% 27,000$
10 Moblilization/Demobilization % 10% 276,000$
3,031,000$
Engineering and Design % 10% 303,000$
Surveying & Staking & Geotechnical % 5% 152,000$
Construction Management/Staff % 10% 303,000$
758,000$
3,789,000$
25% 947,000$
4,736,000$
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name M-7E
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 340 $527 179,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Install 48" RCP FT 1,350 $656 886,000$
4 Install 54" RCP FT 1,400 $732 1,025,000$
5 Manhole EA 11 $20,322 224,000$
6 Sawcut and Remove Existing AC Pavement SF 27,980 $2.66 74,000$ 7 Crushed Miscellaneous Base SF 27,980 $4 112,000$
8 Replace Asphalt Concrete Pavement SF 27,980 $2 56,000$ 9 Traffic Control % 5% 167,000$
10 Erosion Control % 1% 35,000$
11 Moblilization/Demobilization % 10% 353,000$
3,887,000$
Engineering and Design % 10% 389,000$
Surveying & Staking & Geotechnical % 5% 194,000$
Construction Management/Staff % 10% 389,000$
972,000$
4,859,000$
25% 1,215,000$
6,074,000$
+ Contingency increased to 25% due to 12' water main conflict and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-0
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,090 $732 798,000$
2 Install 60" RCP FT 200 $816 163,000$
3 Manhole EA 3 $20,322 61,000$
4 Sawcut and Remove Existing AC Pavement SF 9,090 $2.66 24,000$ 5 Crushed Miscellaneous Base SF 9,090 $4 36,000$
6 Replace Asphalt Concrete Pavement SF 9,090 $2 18,000$ 7 Traffic Control % 5% 55,000$
8 Erosion Control % 1% 12,000$
9 Moblilization/Demobilization % 10% 117,000$
1,284,000$
Engineering and Design % 10% 128,000$
Surveying & Staking & Geotechnical % 5% 64,000$
Construction Management/Staff % 10% 128,000$
320,000$
3,208,000$
20% 642,000$
3,850,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-0A
Units Quantities Unit Price * Item Total
1 Install 42" RCP FT 1,180 $588 694,000$
2 Install 48" RCP FT 1,670 $656 1,096,000$
3 Manhole EA 7 $20,322 142,000$
4 Sawcut and Remove Existing AC Pavement SF 17,650 $2.66 47,000$ 5 Crushed Miscellaneous Base SF 17,650 $4 71,000$
6 Replace Asphalt Concrete Pavement SF 17,650 $2 35,000$ 7 Traffic Control % 5% 104,000$
8 Erosion Control % 1% 22,000$
9 Moblilization/Demobilization % 10% 221,000$
2,432,000$
Engineering and Design % 10% 243,000$
Surveying & Staking & Geotechnical % 5% 122,000$
Construction Management/Staff % 10% 243,000$
608,000$
3,040,000$
25% 760,000$
3,800,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-0B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 500 $527 264,000$
2 Install 42" RCP FT 1,200 $588 706,000$
3 Install 48" RCP FT 1,660 $656 1,089,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 20,370 $2.66 54,000$ 6 Crushed Miscellaneous Base SF 20,370 $4 81,000$
7 Replace Asphalt Concrete Pavement SF 20,370 $2 41,000$ 8 Traffic Control % 5% 120,000$
9 Erosion Control % 1% 25,000$
10 Moblilization/Demobilization % 10% 254,000$
2,797,000$
Engineering and Design % 10% 280,000$
Surveying & Staking & Geotechnical % 5% 140,000$
Construction Management/Staff % 10% 280,000$
700,000$
3,497,000$
25% 874,000$
4,371,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,020 $527 538,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 5,440 $2.66 14,000$ 4 Crushed Miscellaneous Base SF 5,440 $4 22,000$
5 Replace Asphalt Concrete Pavement SF 5,440 $2 11,000$ 6 Traffic Control % 5% 32,000$
7 Erosion Control % 1% 7,000$
8 Moblilization/Demobilization % 10% 69,000$
754,000$
Engineering and Design % 10% 75,000$
Surveying & Staking & Geotechnical % 5% 38,000$
Construction Management/Staff % 10% 75,000$
188,000$
942,000$
20% 188,000$
1,130,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-2A-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,820 $527 959,000$
2 Install 42" RCP FT 1,220 $588 717,000$
3 Install 48" RCP FT 1,040 $656 682,000$
4 Install 54" RCP FT 1,380 $732 1,010,000$
5 Manhole EA 14 $20,322 285,000$
6 Sawcut and Remove Existing AC Pavement SF 33,150 $2.66 88,000$ 7 Crushed Miscellaneous Base SF 33,150 $4 133,000$
8 Replace Asphalt Concrete Pavement SF 33,150 $2 66,000$ 9 Traffic Control % 5% 197,000$
10 Erosion Control % 1% 41,000$
11 Moblilization/Demobilization % 10% 418,000$
4,596,000$
Engineering and Design % 10% 460,000$
Surveying & Staking & Geotechnical % 5% 230,000$
Construction Management/Staff % 10% 460,000$
1,150,000$
5,746,000$
25% 1,437,000$
7,183,000$
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-2A
Units Quantities Unit Price * Item Total
1 Install 42" RCP FT 690 $588 406,000$
2 Install 72" RCP FT 4,810 $1,016 4,887,000$
3 Install 10' x 10' RCB FT 1,670 $6,012 10,040,000$
4 Manhole EA 18 $20,322 366,000$
5 Sawcut and Remove Existing AC Pavement SF 66,780 $2.66 178,000$ 6 Crushed Miscellaneous Base SF 66,780 $4 267,000$
7 Replace Asphalt Concrete Pavement SF 66,780 $2 134,000$ 8 Traffic Control % 5% 814,000$
9 Erosion Control % 1% 171,000$
10 Moblilization/Demobilization % 10% 1,726,000$
18,989,000$
Engineering and Design % 10% 1,899,000$
Surveying & Staking & Geotechnical % 5% 949,000$
Construction Management/Staff % 10% 1,899,000$
4,747,000$
23,736,000$
20% 4,747,000$
28,483,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-2A-2
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 3,250 $656 2,132,000$
2 Manhole EA 8 $20,322 163,000$
3 Sawcut and Remove Existing AC Pavement SF 20,860 $2.66 55,000$ 4 Crushed Miscellaneous Base SF 20,860 $4 83,000$
5 Replace Asphalt Concrete Pavement SF 20,860 $2 42,000$ 6 Traffic Control % 5% 124,000$
7 Erosion Control % 1% 26,000$
8 Moblilization/Demobilization % 10% 263,000$
2,888,000$
Engineering and Design % 10% 289,000$
Surveying & Staking & Geotechnical % 5% 144,000$
Construction Management/Staff % 10% 289,000$
722,000$
3,610,000$
25% 903,000$
4,513,000$
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-2A-3
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 2,730 $527 1,439,000$
2 Install 72" RCP FT 1,710 $1,016 1,737,000$
3 Manhole EA 11 $20,322 224,000$
4 Sawcut and Remove Existing AC Pavement SF 29,240 $2.66 78,000$ 5 Crushed Miscellaneous Base SF 29,240 $4 117,000$
6 Replace Asphalt Concrete Pavement SF 29,240 $2 58,000$ 7 Traffic Control % 5% 183,000$
8 Erosion Control % 1% 38,000$
9 Moblilization/Demobilization % 10% 387,000$
4,261,000$
Engineering and Design % 10% 426,000$
Surveying & Staking & Geotechnical % 5% 213,000$
Construction Management/Staff % 10% 426,000$
1,065,000$
5,326,000$
25% 1,332,000$
6,658,000$
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-2B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 490 $527 258,000$
2 Install 42" RCP FT 1,430 $588 841,000$
3 Install 54" RCP FT 1,330 $732 974,000$
4 Install 60" RCP FT 1,340 $816 1,093,000$
5 Install 66" RCP FT 1,370 $911 1,248,000$
6 Install 78" RCP FT 2,550 $1,133 2,889,000$
7 Manhole EA 20 $20,322 406,000$
8 Sawcut and Remove Existing AC Pavement SF 64,610 $2.66 172,000$ 9 Crushed Miscellaneous Base SF 64,610 $4 258,000$
10 Replace Asphalt Concrete Pavement SF 64,610 $2 129,000$ 11 Traffic Control % 5% 413,000$
12 Erosion Control % 1% 87,000$
13 Moblilization/Demobilization % 10% 877,000$
9,645,000$
Engineering and Design % 10% 965,000$
Surveying & Staking & Geotechnical % 5% 482,000$
Construction Management/Staff % 10% 965,000$
2,412,000$
12,057,000$
25% 3,014,000$
15,071,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-2C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 620 $527 327,000$
2 Install 42" RCP FT 1,290 $588 759,000$
3 Install 60" RCP FT 1,320 $816 1,077,000$
4 Install 66" RCP FT 1,340 $911 1,221,000$
5 Install 72" RCP FT 1,570 $1,016 1,595,000$
6 Install 78" RCP FT 2,520 $1,133 2,855,000$
7 Manhole EA 20 $20,322 406,000$
8 Sawcut and Remove Existing AC Pavement SF 68,040 $2.66 181,000$ 9 Crushed Miscellaneous Base SF 68,040 $4 272,000$
10 Replace Asphalt Concrete Pavement SF 68,040 $2 136,000$ 11 Traffic Control % 5% 441,000$
12 Erosion Control % 1% 93,000$
13 Moblilization/Demobilization % 10% 936,000$
10,299,000$
Engineering and Design % 10% 1,030,000$
Surveying & Staking & Geotechnical % 5% 515,000$
Construction Management/Staff % 10% 1,030,000$
2,575,000$
12,874,000$
25% 3,219,000$
16,093,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-2D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 830 $527 437,000$
2 Install 42" RCP FT 2,940 $588 1,729,000$
3 Manhole EA 9 $20,322 183,000$
4 Sawcut and Remove Existing AC Pavement SF 21,700 $2.66 58,000$ 5 Crushed Miscellaneous Base SF 21,700 $4 87,000$
6 Replace Asphalt Concrete Pavement SF 21,700 $2 43,000$ 7 Traffic Control % 5% 127,000$
8 Erosion Control % 1% 27,000$
9 Moblilization/Demobilization % 10% 269,000$
2,960,000$
Engineering and Design % 10% 296,000$
Surveying & Staking & Geotechnical % 5% 148,000$
Construction Management/Staff % 10% 296,000$
740,000$
3,700,000$
25% 925,000$
4,625,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-0
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 730 $527 385,000$
2 Install 42" RCP FT 1,280 $588 753,000$
3 Install 54" RCP FT 2,870 $732 2,101,000$
4 Manhole EA 12 $20,322 244,000$
5 Sawcut and Remove Existing AC Pavement SF 31,390 $2.66 83,000$ 6 Crushed Miscellaneous Base SF 31,390 $4 126,000$
7 Replace Asphalt Concrete Pavement SF 31,390 $2 63,000$ 8 Traffic Control % 5% 188,000$
9 Erosion Control % 1% 39,000$
10 Moblilization/Demobilization % 10% 398,000$
4,380,000$
Engineering and Design % 10% 438,000$
Surveying & Staking & Geotechnical % 5% 219,000$
Construction Management/Staff % 10% 438,000$
1,095,000$
5,475,000$
20% 1,095,000$
6,570,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-10
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 500 $527 264,000$
2 Install 42" RCP FT 1,750 $588 1,029,000$
3 Install 48" RCP FT 1,190 $656 781,000$
4 Manhole EA 9 $20,322 183,000$
5 Sawcut and Remove Existing AC Pavement SF 20,590 $2.66 55,000$ 6 Crushed Miscellaneous Base SF 20,590 $4 82,000$
7 Replace Asphalt Concrete Pavement SF 20,590 $2 41,000$ 8 Traffic Control % 5% 122,000$
9 Erosion Control % 1% 26,000$
10 Moblilization/Demobilization % 10% 258,000$
2,841,000$
Engineering and Design % 10% 284,000$
Surveying & Staking & Geotechnical % 5% 142,000$
Construction Management/Staff % 10% 284,000$
710,000$
3,551,000$
25% 888,000$
4,439,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-11
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 480 $527 253,000$
2 Install 42" RCP FT 1,780 $588 1,047,000$
3 Install 48" RCP FT 1,220 $656 800,000$
4 Manhole EA 9 $20,322 183,000$
5 Sawcut and Remove Existing AC Pavement SF 20,850 $2.66 55,000$ 6 Crushed Miscellaneous Base SF 20,850 $4 83,000$
7 Replace Asphalt Concrete Pavement SF 20,850 $2 42,000$ 8 Traffic Control % 5% 123,000$
9 Erosion Control % 1% 26,000$
10 Moblilization/Demobilization % 10% 261,000$
2,873,000$
Engineering and Design % 10% 287,000$
Surveying & Staking & Geotechnical % 5% 144,000$
Construction Management/Staff % 10% 287,000$
718,000$
3,591,000$
25% 898,000$
4,489,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-1A
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,220 $816 996,000$
2 Install 72" RCP FT 960 $1,016 975,000$
3 Manhole EA 5 $20,322 102,000$
4 Remove 54" RCP FT 250 $80 20,000$
5 Sawcut and Remove Existing AC Pavement SF 17,530 $2.66 47,000$ 6 Crushed Miscellaneous Base SF 17,530 $4 70,000$
7 Replace Asphalt Concrete Pavement SF 17,530 $2 35,000$ 8 Traffic Control % 5% 112,000$
9 Erosion Control % 1% 24,000$
10 Moblilization/Demobilization % 10% 238,000$
2,619,000$
Engineering and Design % 10% 262,000$
Surveying & Staking & Geotechnical % 5% 131,000$
Construction Management/Staff % 10% 262,000$
655,000$
3,274,000$
20% 655,000$
3,929,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-1B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 720 $527 379,000$
2 Install 42" RCP FT 1,290 $588 759,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 11,420 $2.66 30,000$ 5 Crushed Miscellaneous Base SF 11,420 $4 46,000$
6 Replace Asphalt Concrete Pavement SF 11,420 $2 23,000$ 7 Traffic Control % 5% 67,000$
8 Erosion Control % 1% 14,000$
9 Moblilization/Demobilization % 10% 142,000$
1,562,000$
Engineering and Design % 10% 156,000$
Surveying & Staking & Geotechnical % 5% 78,000$
Construction Management/Staff % 10% 156,000$
390,000$
1,952,000$
20% 390,000$
2,342,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-2
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 290 $816 237,000$
2 Install 66" RCP FT 600 $911 547,000$
3 Install 78" RCP FT 460 $1,133 521,000$
4 Install 96" RCP FT 5,490 $1,572 8,630,000$
5 Manhole EA 17 $20,322 345,000$
6 Remove 54" RCP FT 1,300 $80 104,000$
7 Sawcut and Remove Existing AC Pavement SF 70,220 $2.66 187,000$ 8 Crushed Miscellaneous Base SF 70,220 $4 281,000$
9 Replace Asphalt Concrete Pavement SF 70,220 $2 140,000$ 10 Traffic Control % 5% 550,000$
11 Erosion Control % 1% 115,000$
12 Moblilization/Demobilization % 10% 1,166,000$
12,823,000$
Engineering and Design % 10% 1,282,000$
Surveying & Staking & Geotechnical % 5% 641,000$
Construction Management/Staff % 10% 1,282,000$
3,205,000$
16,028,000$
25% 4,007,000$
20,035,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-2A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 320 $527 169,000$
2 Install 42" RCP FT 1,830 $588 1,076,000$
3 Install 48" RCP FT 1,860 $656 1,220,000$
4 Install 60" RCP FT 790 $816 645,000$
5 Manhole EA 12 $20,322 244,000$
6 Sawcut and Remove Existing AC Pavement SF 30,320 $2.66 81,000$ 7 Crushed Miscellaneous Base SF 30,320 $4 121,000$
8 Replace Asphalt Concrete Pavement SF 30,320 $2 61,000$ 9 Traffic Control % 5% 181,000$
10 Erosion Control % 1% 38,000$
11 Moblilization/Demobilization % 10% 384,000$
4,220,000$
Engineering and Design % 10% 422,000$
Surveying & Staking & Geotechnical % 5% 211,000$
Construction Management/Staff % 10% 422,000$
1,055,000$
5,275,000$
25% 1,319,000$
7,649,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-2B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 640 $527 337,000$
2 Install 42" RCP FT 1,360 $588 800,000$
3 Install 54" RCP FT 2,580 $732 1,889,000$
4 Manhole EA 11 $20,322 224,000$
5 Remove 36" RCP FT 90 $53 5,000$
6 Sawcut and Remove Existing AC Pavement SF 27,960 $2.66 74,000$ 7 Crushed Miscellaneous Base SF 27,960 $4 112,000$
8 Replace Asphalt Concrete Pavement SF 27,960 $2 56,000$ 9 Traffic Control % 5% 175,000$
10 Erosion Control % 1% 37,000$
11 Moblilization/Demobilization % 10% 371,000$
4,080,000$
Engineering and Design % 10% 408,000$
Surveying & Staking & Geotechnical % 5% 204,000$
Construction Management/Staff % 10% 408,000$
1,020,000$
5,100,000$
25% 1,275,000$
6,375,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-2C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 690 $527 364,000$
2 Install 42" RCP FT 1,340 $588 788,000$
3 Install 54" RCP FT 2,560 $732 1,874,000$
4 Manhole EA 11 $20,322 224,000$
5 Sawcut and Remove Existing AC Pavement SF 29,370 $2.66 78,000$ 6 Crushed Miscellaneous Base SF 29,370 $4 117,000$
7 Replace Asphalt Concrete Pavement SF 29,370 $2 59,000$ 8 Traffic Control % 5% 175,000$
9 Erosion Control % 1% 37,000$
10 Moblilization/Demobilization % 10% 372,000$
4,088,000$
Engineering and Design % 10% 409,000$
Surveying & Staking & Geotechnical % 5% 204,000$
Construction Management/Staff % 10% 409,000$
1,022,000$
5,110,000$
25% 1,278,000$
6,388,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-3
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 3,990 $816 3,256,000$
2 Install 66" RCP FT 1,520 $911 1,385,000$
3 Manhole EA 14 $20,322 285,000$
4 Sawcut and Remove Existing AC Pavement SF 42,150 $2.66 112,000$ 5 Crushed Miscellaneous Base SF 42,150 $4 169,000$
6 Replace Asphalt Concrete Pavement SF 42,150 $2 84,000$ 7 Traffic Control % 5% 265,000$
8 Erosion Control % 1% 56,000$
9 Moblilization/Demobilization % 10% 561,000$
6,173,000$
Engineering and Design % 10% 617,000$
Surveying & Staking & Geotechnical % 5% 309,000$
Construction Management/Staff % 10% 617,000$
1,543,000$
7,716,000$
20% 1,543,000$
9,259,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-3A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 330 $527 174,000$
2 Install 42" RCP FT 1,830 $588 1,076,000$
3 Install 48" RCP FT 1,380 $656 905,000$
4 Install 60" RCP FT 3,990 $816 3,256,000$
5 Manhole EA 19 $20,322 386,000$
6 Sawcut and Remove Existing AC Pavement SF 51,300 $2.66 136,000$ 7 Crushed Miscellaneous Base SF 51,300 $4 205,000$
8 Replace Asphalt Concrete Pavement SF 51,300 $2 103,000$ 9 Traffic Control % 5% 312,000$
10 Erosion Control % 1% 66,000$
11 Moblilization/Demobilization % 10% 662,000$
7,281,000$
Engineering and Design % 10% 728,000$
Surveying & Staking & Geotechnical % 5% 364,000$
Construction Management/Staff % 10% 728,000$
1,820,000$
9,101,000$
25% 2,275,000$
11,376,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-4
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 274,000$
2 Install 42" RCP FT 1,140 $588 670,000$
3 Install 48" RCP FT 1,310 $656 859,000$
4 Install 54" RCP FT 1,310 $732 959,000$
5 Manhole EA 11 $20,322 224,000$
6 Remove 54" RCP FT 60 $80 5,000$
7 Remove 60" RCP FT 20 $89 2,000$
8 Sawcut and Remove Existing AC Pavement SF 27,000 $2.66 72,000$ 9 Crushed Miscellaneous Base SF 27,000 $4 108,000$
10 Replace Asphalt Concrete Pavement SF 27,000 $2 54,000$ 11 Traffic Control % 5% 161,000$
12 Erosion Control % 1% 34,000$
13 Moblilization/Demobilization % 10% 342,000$
3,764,000$
Engineering and Design % 10% 376,000$
Surveying & Staking & Geotechnical % 5% 188,000$
Construction Management/Staff % 10% 376,000$
940,000$
4,704,000$
25% 1,176,000$
5,880,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-5
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,650 $732 1,208,000$
2 Install 84" RCP FT 2,540 $1,264 3,211,000$
3 Manhole EA 10 $20,322 203,000$
4 Sawcut and Remove Existing AC Pavement SF 36,040 $2.66 96,000$ 5 Crushed Miscellaneous Base SF 36,040 $4 144,000$
6 Replace Asphalt Concrete Pavement SF 36,040 $2 72,000$ 7 Traffic Control % 5% 247,000$
8 Erosion Control % 1% 52,000$
9 Moblilization/Demobilization % 10% 523,000$
5,756,000$
Engineering and Design % 10% 576,000$
Surveying & Staking & Geotechnical % 5% 288,000$
Construction Management/Staff % 10% 576,000$
1,440,000$
7,196,000$
25% 1,799,000$
8,995,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-5A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,850 $527 975,000$
2 Install 42" RCP FT 1,380 $588 811,000$
3 Install 48" RCP FT 1,390 $656 912,000$
4 Manhole EA 12 $20,322 244,000$
5 Sawcut and Remove Existing AC Pavement SF 26,900 $2.66 72,000$ 6 Crushed Miscellaneous Base SF 26,900 $4 108,000$
7 Replace Asphalt Concrete Pavement SF 26,900 $2 54,000$ 8 Traffic Control % 5% 159,000$
9 Erosion Control % 1% 33,000$
10 Moblilization/Demobilization % 10% 337,000$
3,705,000$
Engineering and Design % 10% 371,000$
Surveying & Staking & Geotechnical % 5% 185,000$
Construction Management/Staff % 10% 371,000$
927,000$
4,632,000$
25% 1,158,000$
5,790,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-5B
Units Quantities Unit Price * Item Total
1 Install 78" RCP FT 2,420 $1,133 2,742,000$
2 Manhole EA 6 $20,322 122,000$
3 Remove 24" RCP FT 720 $35 25,000$
4 Sawcut and Remove Existing AC Pavement SF 22,090 $2.66 59,000$ 5 Crushed Miscellaneous Base SF 22,090 $4 88,000$
6 Replace Asphalt Concrete Pavement SF 22,090 $2 44,000$ 7 Traffic Control % 5% 154,000$
8 Erosion Control % 1% 32,000$
9 Moblilization/Demobilization % 10% 327,000$
3,593,000$
Engineering and Design % 10% 359,000$
Surveying & Staking & Geotechnical % 5% 180,000$
Construction Management/Staff % 10% 359,000$
898,000$
4,491,000$
25% 1,123,000$
5,614,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-5C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 300 $527 158,000$
2 Install 42" RCP FT 1,070 $588 629,000$
3 Install 48" RCP FT 800 $656 525,000$
4 Install 54" RCP FT 1,500 $732 1,098,000$
5 Install 72" RCP FT 1,230 $1,016 1,250,000$
6 Manhole EA 12 $20,322 244,000$
7 Sawcut and Remove Existing AC Pavement SF 34,020 $2.66 90,000$ 8 Crushed Miscellaneous Base SF 34,020 $4 136,000$
9 Replace Asphalt Concrete Pavement SF 34,020 $2 68,000$ 10 Traffic Control % 5% 210,000$
11 Erosion Control % 1% 44,000$
12 Moblilization/Demobilization % 10% 445,000$
4,897,000$
Engineering and Design % 10% 490,000$
Surveying & Staking & Geotechnical % 5% 245,000$
Construction Management/Staff % 10% 490,000$
1,225,000$
6,122,000$
20% 1,224,000$
7,346,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-6
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 1,990 $911 1,813,000$
2 Install 72" RCP FT 1,690 $1,016 1,717,000$
3 Manhole EA 9 $20,322 183,000$
4 Sawcut and Remove Existing AC Pavement SF 30,510 $2.66 81,000$ 5 Crushed Miscellaneous Base SF 30,510 $4 122,000$
6 Replace Asphalt Concrete Pavement SF 30,510 $2 61,000$ 7 Traffic Control % 5% 199,000$
8 Erosion Control % 1% 42,000$
9 Moblilization/Demobilization % 10% 422,000$
4,640,000$
Engineering and Design % 10% 464,000$
Surveying & Staking & Geotechnical % 5% 232,000$
Construction Management/Staff % 10% 464,000$
1,160,000$
5,800,000$
25% 1,450,000$
7,250,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-6A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 880 $527 464,000$
2 Install 42" RCP FT 1,330 $588 782,000$
3 Manhole EA 6 $20,322 122,000$
4 Sawcut and Remove Existing AC Pavement SF 12,510 $2.66 33,000$ 5 Crushed Miscellaneous Base SF 12,510 $4 50,000$
6 Replace Asphalt Concrete Pavement SF 12,510 $2 25,000$ 7 Traffic Control % 5% 74,000$
8 Erosion Control % 1% 16,000$
9 Moblilization/Demobilization % 10% 157,000$
1,723,000$
Engineering and Design % 10% 172,000$
Surveying & Staking & Geotechnical % 5% 86,000$
Construction Management/Staff % 10% 172,000$
430,000$
2,153,000$
20% 431,000$
2,584,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-6B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 430 $527 227,000$
2 Install 42" RCP FT 420 $588 247,000$
3 Install 60" RCP FT 1,450 $816 1,183,000$
4 Manhole EA 6 $20,322 122,000$
5 Sawcut and Remove Existing AC Pavement SF 15,640 $2.66 42,000$ 6 Crushed Miscellaneous Base SF 15,640 $4 63,000$
7 Replace Asphalt Concrete Pavement SF 15,640 $2 31,000$ 8 Traffic Control % 5% 96,000$
9 Erosion Control % 1% 20,000$
10 Moblilization/Demobilization % 10% 203,000$
2,234,000$
Engineering and Design % 10% 223,000$
Surveying & Staking & Geotechnical % 5% 112,000$
Construction Management/Staff % 10% 223,000$
558,000$
2,792,000$
20% 558,000$
3,350,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-7
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 2,620 $527 1,381,000$
2 Install 42" RCP FT 2,620 $588 1,541,000$
3 Install Double 66" RCP FT 1,720 $1,822 3,134,000$
4 Manhole EA 17 $20,322 345,000$
5 Sawcut and Remove Existing AC Pavement SF 57,030 $2.66 152,000$ 6 Crushed Miscellaneous Base SF 57,030 $4 228,000$
7 Replace Asphalt Concrete Pavement SF 57,030 $2 114,000$ 8 Traffic Control % 5% 345,000$
9 Erosion Control % 1% 72,000$
10 Moblilization/Demobilization % 10% 731,000$
8,043,000$
Engineering and Design % 10% 804,000$
Surveying & Staking & Geotechnical % 5% 402,000$
Construction Management/Staff % 10% 804,000$
2,010,000$
10,053,000$
20% 2,011,000$
12,064,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-7A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,320 $527 696,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 7,040 $2.66 19,000$ 4 Crushed Miscellaneous Base SF 7,040 $4 28,000$
5 Replace Asphalt Concrete Pavement SF 7,040 $2 14,000$ 6 Traffic Control % 5% 41,000$
7 Erosion Control % 1% 9,000$
8 Moblilization/Demobilization % 10% 87,000$
955,000$
Engineering and Design % 10% 96,000$
Surveying & Staking & Geotechnical % 5% 48,000$
Construction Management/Staff % 10% 96,000$
240,000$
1,195,000$
20% 239,000$
1,434,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-7B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 320 $527 169,000$
2 Install 42" RCP FT 690 $588 406,000$
3 Install 48" RCP FT 670 $656 440,000$
4 Manhole EA 4 $20,322 81,000$
5 Sawcut and Remove Existing AC Pavement SF 10,060 $2.66 27,000$ 6 Crushed Miscellaneous Base SF 10,060 $4 40,000$
7 Replace Asphalt Concrete Pavement SF 10,060 $2 20,000$ 8 Traffic Control % 5% 59,000$
9 Erosion Control % 1% 12,000$
10 Moblilization/Demobilization % 10% 125,000$
1,379,000$
Engineering and Design % 10% 138,000$
Surveying & Staking & Geotechnical % 5% 69,000$
Construction Management/Staff % 10% 138,000$
345,000$
1,724,000$
20% 345,000$
2,069,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-8
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 2,630 $732 1,925,000$
2 Install 66" RCP FT 1,310 $911 1,193,000$
3 Install 72" RCP FT 1,340 $1,016 1,361,000$
4 Install 78" RCP FT 570 $1,133 646,000$
5 Manhole EA 15 $20,322 305,000$
6 Sawcut and Remove Existing AC Pavement SF 45,540 $2.66 121,000$ 7 Crushed Miscellaneous Base SF 45,540 $4 182,000$
8 Replace Asphalt Concrete Pavement SF 45,540 $2 91,000$ 9 Traffic Control % 5% 291,000$
10 Erosion Control % 1% 61,000$
11 Moblilization/Demobilization % 10% 618,000$
6,794,000$
Engineering and Design % 10% 679,000$
Surveying & Staking & Geotechnical % 5% 340,000$
Construction Management/Staff % 10% 679,000$
1,698,000$
8,492,000$
20% 1,698,000$
10,190,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
127 of 136
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CIP Cost Estimates
AOS 1
Name T-8A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 540 $527 285,000$
2 Install 42" RCP FT 1,140 $588 670,000$
3 Install 48" RCP FT 1,300 $656 853,000$
4 Manhole EA 7 $20,322 142,000$
5 Sawcut and Remove Existing AC Pavement SF 17,920 $2.66 48,000$ 6 Crushed Miscellaneous Base SF 17,920 $4 72,000$
7 Replace Asphalt Concrete Pavement SF 17,920 $2 36,000$ 8 Traffic Control % 5% 105,000$
9 Erosion Control % 1% 22,000$
10 Moblilization/Demobilization % 10% 223,000$
2,456,000$
Engineering and Design % 10% 246,000$
Surveying & Staking & Geotechnical % 5% 123,000$
Construction Management/Staff % 10% 246,000$
615,000$
3,071,000$
20% 614,000$
3,685,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
128 of 136
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CIP Cost Estimates
AOS 1
Name T-8B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 360 $527 190,000$
2 Install 42" RCP FT 1,470 $588 864,000$
3 Install 48" RCP FT 1,310 $656 859,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 18,970 $2.66 50,000$ 6 Crushed Miscellaneous Base SF 18,970 $4 76,000$
7 Replace Asphalt Concrete Pavement SF 18,970 $2 38,000$ 8 Traffic Control % 5% 112,000$
9 Erosion Control % 1% 24,000$
10 Moblilization/Demobilization % 10% 238,000$
2,614,000$
Engineering and Design % 10% 261,000$
Surveying & Staking & Geotechnical % 5% 131,000$
Construction Management/Staff % 10% 261,000$
653,000$
3,267,000$
20% 653,000$
3,920,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
129 of 136
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CIP Cost Estimates
AOS 1
Name T-8C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 390 $527 206,000$
2 Install 42" RCP FT 1,640 $588 964,000$
3 Install 48" RCP FT 1,300 $656 853,000$
4 Manhole EA 8 $20,322 163,000$
4 Sawcut and Remove Existing AC Pavement SF 20,060 $2.66 53,000$ 5 Crushed Miscellaneous Base SF 20,060 $4 80,000$
6 Replace Asphalt Concrete Pavement SF 20,060 $2 40,000$ 7 Traffic Control % 5% 108,000$
8 Erosion Control % 1% 23,000$
9 Moblilization/Demobilization % 10% 228,000$
2,512,000$
Engineering and Design % 10% 251,000$
Surveying & Staking & Geotechnical % 5% 126,000$
Construction Management/Staff % 10% 251,000$
628,000$
3,140,000$
20% 628,000$
3,768,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
130 of 136
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CIP Cost Estimates
AOS 1
Name T-8D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,330 $527 701,000$
2 Install 42" RCP FT 790 $588 465,000$
3 Install 48" RCP FT 2,630 $656 1,725,000$
4 Manhole EA 12 $20,322 244,000$
5 Sawcut and Remove Existing AC Pavement SF 28,620 $2.66 76,000$ 6 Crushed Miscellaneous Base SF 28,620 $4 114,000$
7 Replace Asphalt Concrete Pavement SF 28,620 $2 57,000$ 8 Traffic Control % 5% 169,000$
9 Erosion Control % 1% 36,000$
10 Moblilization/Demobilization % 10% 359,000$
3,946,000$
Engineering and Design % 10% 395,000$
Surveying & Staking & Geotechnical % 5% 197,000$
Construction Management/Staff % 10% 395,000$
987,000$
4,933,000$
20% 987,000$
5,920,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
131 of 136
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CIP Cost Estimates
AOS 1
Name T-9
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 274,000$
2 Install 42" RCP FT 1,160 $588 682,000$
3 Install 48" RCP FT 1,330 $656 872,000$
4 Install 66" RCP FT 380 $911 346,000$
5 Manhole EA 8 $20,322 163,000$
6 Sawcut and Remove Existing AC Pavement SF 21,180 $2.66 56,000$ 7 Crushed Miscellaneous Base SF 21,180 $4 85,000$
8 Replace Asphalt Concrete Pavement SF 21,180 $2 42,000$ 9 Traffic Control % 5% 126,000$
10 Erosion Control % 1% 26,000$
11 Moblilization/Demobilization % 10% 267,000$
2,939,000$
Engineering and Design % 10% 294,000$
Surveying & Staking & Geotechnical % 5% 147,000$
Construction Management/Staff % 10% 294,000$
735,000$
3,674,000$
25% 919,000$
4,593,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
132 of 136
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CIP Cost Estimates
AOS 1
Name T-9A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 274,000$
2 Install 42" RCP FT 1,140 $588 670,000$
3 Install 48" RCP FT 1,310 $656 859,000$
4 Install 54" RCP FT 1,310 $732 959,000$
5 Manhole EA 11 $20,322 224,000$
6 Sawcut and Remove Existing AC Pavement SF 27,000 $2.66 72,000$ 7 Crushed Miscellaneous Base SF 27,000 $4 108,000$
8 Replace Asphalt Concrete Pavement SF 27,000 $2 54,000$ 9 Traffic Control % 5% 161,000$
10 Erosion Control % 1% 34,000$
11 Moblilization/Demobilization % 10% 342,000$
3,757,000$
Engineering and Design % 10% 376,000$
Surveying & Staking & Geotechnical % 5% 188,000$
Construction Management/Staff % 10% 376,000$
940,000$
4,697,000$
25% 1,174,000$
5,871,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
133 of 136
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CIP Cost Estimates
AOS 1
Name WG-1
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 1,220 $656 800,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 7,830 $2.66 21,000$ 4 Crushed Miscellaneous Base SF 7,830 $4 31,000$
5 Replace Asphalt Concrete Pavement SF 7,830 $2 16,000$ 6 Traffic Control % 5% 46,000$
7 Erosion Control % 1% 10,000$
8 Moblilization/Demobilization % 10% 99,000$
1,084,000$
Engineering and Design % 10% 108,000$
Surveying & Staking & Geotechnical % 5% 54,000$
Construction Management/Staff % 10% 108,000$
270,000$
1,354,000$
20% 271,000$
1,625,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name WG-2
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,330 $527 701,000$
2 Install 42" RCP FT 990 $588 582,000$
3 Install 48" RCP FT 650 $656 426,000$
4 Manhole EA 7 $20,322 142,000$
5 Sawcut and Remove Existing AC Pavement SF 17,090 $2.66 45,000$ 6 Crushed Miscellaneous Base SF 17,090 $4 68,000$
7 Replace Asphalt Concrete Pavement SF 17,090 $2 34,000$ 8 Traffic Control % 5% 100,000$
9 Erosion Control % 1% 21,000$
10 Moblilization/Demobilization % 10% 212,000$
2,331,000$
Engineering and Design % 10% 233,000$
Surveying & Staking & Geotechnical % 5% 117,000$
Construction Management/Staff % 10% 233,000$
583,000$
2,914,000$
25% 729,000$
3,643,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name WG-3
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 610 $656 400,000$
2 Manhole EA 2 $20,322 41,000$
3 Sawcut and Remove Existing AC Pavement SF 3,660 $2.66 10,000$ 4 Crushed Miscellaneous Base SF 3,660 $4 15,000$
5 Replace Asphalt Concrete Pavement SF 3,660 $2 7,000$
6 Traffic Control % 5% 24,000$
7 Erosion Control % 1% 5,000$
8 Moblilization/Demobilization % 10% 50,000$
552,000$
Engineering and Design % 10% 55,200$
Surveying & Staking & Geotechnical % 5% 28,000$
Construction Management/Staff % 10% 55,000$
138,200$
690,200$
20% 138,000$
828,200$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
136 of 136
AOS 2 Capital Project Cost Estimates

City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Project Cost
DZ-10 $6,060,000.00
DZ-11 $4,500,000.00
DZ-11A $3,978,000.00
DZ-11B $3,065,000.00
DZ-12 $4,272,000.00
DZ-12A $3,806,000.00
DZ-13 $6,870,000.00
DZ-14 $4,683,000.00
DZ-14A $2,651,000.00
DZ-15A $3,030,000.00
DZ-16 $9,314,000.00
DZ-16A $2,599,000.00
DZ-4 $7,155,000.00
DZ-7 $3,398,000.00
DZ-8 $745,000.00
DZ-9 $2,810,000.00
JH-1 $3,281,000.00
JH-2 $3,823,000.00
SR-1 $5,008,000.00
SR-2 $15,527,000.00
SR-3 $7,451,000.00
SR-4 $5,772,000.00
SS-10 $1,415,000.00
SS-11 $3,556,000.00
SS-5 $3,380,000.00
SS-6 $1,950,000.00
SS-7 $3,065,000.00
SS-8 $3,105,000.00
SS-9 $2,447,000.00
SS-9A $2,986,000.00
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name DZ-4
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 1,650 $1,264 2,086,000$
2 Install 108" RCP FT 640 $2,000 1,280,000$
3 Install 6' x 7' RCB FT 110 $2,052 226,000$
4 Manhole EA 6 $20,322 122,000$
5 Sawcut and Remove Existing AC Pavement SF 24,490 $2.66 65,000$ 6 Crushed Miscellaneous Base SF 24,490 $4 98,000$
7 Replace Asphalt Concrete Pavement SF 24,490 $2 49,000$ 8 Traffic Control % 5% 196,000$
9 Erosion Control % 1% 41,000$
10 Mobilization/Demobilization % 10% 416,000$
4,579,000$
Engineering and Design % 10% 458,000$
Surveying & Staking & Geotechnical % 5% 229,000$
Construction Management/Staff % 10% 458,000$
1,145,000$
5,724,000$
25% 1,431,000$
7,155,000$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name DZ-7
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 420 $527 221,000$
2 Install 42" RCP FT 970 $588 570,000$
3 Install 48" RCP FT 1,320 $656 866,000$
4 Manhole EA 7 $20,322 142,000$
5 Sawcut and Remove Existing AC Pavement SF 16,410 $2.66 44,000$ 6 Crushed Miscellaneous Base SF 16,410 $4 66,000$
7 Replace Asphalt Concrete Pavement SF 16,410 $2 33,000$ 8 Traffic Control % 5% 97,000$
9 Erosion Control % 1% 20,000$
10 Mobilization/Demobilization % 10% 206,000$
2,265,000$
Engineering and Design % 10% 227,000$
Surveying & Staking & Geotechnical % 5% 113,000$
Construction Management/Staff % 10% 227,000$
567,000$
2,832,000$
20% 566,000$
3,398,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name DZ-8
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 340 $1,016 345,000$
2 Manhole EA 1 $20,322 20,000$
3 Remove 66" RCP FT 590 $99 58,000$
4 Sawcut and Remove Existing AC Pavement SF 2,920 $2.66 8,000$ 5 Crushed Miscellaneous Base SF 2,920 $4 12,000$
6 Replace Asphalt Concrete Pavement SF 2,920 $2 6,000$
7 Traffic Control % 5% 22,000$
8 Erosion Control % 1% 5,000$
9 Mobilization/Demobilization % 10% 48,000$
476,000$
Engineering and Design % 10% 47,600$
Surveying & Staking & Geotechnical % 5% 24,000$
Construction Management/Staff % 10% 48,000$
119,600$
595,600$
25% 149,000$
744,600$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 2
Name DZ-9
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 550 $527 290,000$
2 Install 42" RCP FT 1,470 $588 864,000$
3 Install 48" RCP FT 550 $656 361,000$
4 Manhole EA 6 $20,322 122,000$
6 Sawcut and Remove Existing AC Pavement SF 15,100 $2.66 40,000$ 7 Crushed Miscellaneous Base SF 15,100 $4 60,000$
8 Replace Asphalt Concrete Pavement SF 15,100 $2 30,000$ 9 Traffic Control % 5% 88,000$
10 Erosion Control % 1% 19,000$
11 Mobilization/Demobilization % 10% 187,000$
1,874,000$
Engineering and Design % 10% 187,000$
Surveying & Staking & Geotechnical % 5% 94,000$
Construction Management/Staff % 10% 187,000$
468,000$
2,342,000$
20% 468,000$
2,810,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 2
Name DZ-10
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 340 $527 179,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Install 48" RCP FT 1,350 $656 886,000$
4 Install 54" RCP FT 1,390 $732 1,017,000$
5 Manhole EA 11 $20,322 224,000$
6 Sawcut and Remove Existing AC Pavement SF 27,900 $2.66 74,000$ 7 Crushed Miscellaneous Base SF 27,900 $4 112,000$
8 Replace Asphalt Concrete Pavement SF 27,900 $2 56,000$ 9 Traffic Control % 5% 166,000$
10 Erosion Control % 1% 35,000$
11 Mobilization/Demobilization % 10% 353,000$
3,878,000$
Engineering and Design % 10% 388,000$
Surveying & Staking & Geotechnical % 5% 194,000$
Construction Management/Staff % 10% 388,000$
970,000$
4,848,000$
25% 1,212,000$
6,060,000$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to 12' water main conflict CONTINGENCY +

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name DZ-11
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,370 $732 1,003,000$
2 Install 60" RCP FT 1,410 $816 1,151,000$
3 Manhole EA 7 $20,322 142,000$
4 Sawcut and Remove Existing AC Pavement SF 20,110 $2.66 53,000$ 5 Crushed Miscellaneous Base SF 20,110 $4 80,000$
6 Replace Asphalt Concrete Pavement SF 20,110 $2 40,000$ 7 Traffic Control % 5% 123,000$
8 Erosion Control % 1% 26,000$
9 Mobilization/Demobilization % 10% 262,000$
2,880,000$
Engineering and Design % 10% 288,000$
Surveying & Staking & Geotechnical % 5% 144,000$
Construction Management/Staff % 10% 288,000$
720,000$
3,600,000$
25% 900,000$
4,500,000$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 2
Name DZ-11A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 274,000$
2 Install 42" RCP FT 1,000 $588 588,000$
3 Install 48" RCP FT 1,650 $656 1,082,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 19,240 $2.66 51,000$ 6 Crushed Miscellaneous Base SF 19,240 $4 77,000$
7 Replace Asphalt Concrete Pavement SF 19,240 $2 38,000$ 8 Traffic Control % 5% 114,000$
9 Erosion Control % 1% 24,000$
10 Mobilization/Demobilization % 10% 241,000$
2,652,000$
Engineering and Design % 10% 265,000$
Surveying & Staking & Geotechnical % 5% 133,000$
Construction Management/Staff % 10% 265,000$
663,000$
3,315,000$
20% 663,000$
3,978,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 2
Name DZ-11B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 560 $527 295,000$
2 Install 42" RCP FT 990 $588 582,000$
3 Install 48" RCP FT 1,060 $656 695,000$
4 Manhole EA 7 $20,322 142,000$
5 Remove 24" RCP FT 1,340 $35 47,000$
6 Remove 30" RCP FT 750 $44 33,000$
7 Sawcut and Remove Existing AC Pavement SF 15,600 $2.66 41,000$ 8 Crushed Miscellaneous Base SF 15,600 $4 62,000$
9 Replace Asphalt Concrete Pavement SF 15,600 $2 31,000$ 10 Traffic Control % 5% 96,000$
11 Erosion Control % 1% 20,000$
12 Mobilization/Demobilization % 10% 204,000$
2,044,000$
Engineering and Design % 10% 204,000$
Surveying & Staking & Geotechnical % 5% 102,000$
Construction Management/Staff % 10% 204,000$
510,000$
2,554,000$
20% 511,000$
3,065,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 2
Name DZ-12
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 2,610 $816 2,130,000$
2 Manhole EA 7 $20,322 142,000$
3 Sawcut and Remove Existing AC Pavement SF 19,580 $2.66 52,000$ 4 Crushed Miscellaneous Base SF 19,580 $4 78,000$
5 Replace Asphalt Concrete Pavement SF 19,580 $2 39,000$ 6 Traffic Control % 5% 122,000$
7 Erosion Control % 1% 26,000$
8 Mobilization/Demobilization % 10% 259,000$
2,848,000$
Engineering and Design % 10% 285,000$
Surveying & Staking & Geotechnical % 5% 142,000$
Construction Management/Staff % 10% 285,000$
712,000$
3,560,000$
20% 712,000$
4,272,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name DZ-12A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 450 $527 237,000$
2 Install 42" RCP FT 2,020 $588 1,188,000$
3 Install 48" RCP FT 650 $656 426,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 18,440 $2.66 49,000$ 6 Crushed Miscellaneous Base SF 18,440 $4 74,000$
7 Replace Asphalt Concrete Pavement SF 18,440 $2 37,000$ 8 Traffic Control % 5% 109,000$
9 Erosion Control % 1% 23,000$
10 Mobilization/Demobilization % 10% 231,000$
2,537,000$
Engineering and Design % 10% 254,000$
Surveying & Staking & Geotechnical % 5% 127,000$
Construction Management/Staff % 10% 254,000$
635,000$
3,172,000$
20% 634,000$
3,806,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 2
Name DZ-13
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 850 $816 694,000$
2 Install 66" RCP FT 1,550 $911 1,412,000$
3 Install 84" RCP FT 1,080 $1,264 1,365,000$
4 Manhole EA 9 $20,322 183,000$
5 Remove 48" RCP FT 1,600 $71 114,000$
6 Remove 78" RCP FT 1,050 $117 123,000$
7 Sawcut and Remove Existing AC Pavement SF 29,280 $2.66 78,000$ 8 Crushed Miscellaneous Base SF 29,280 $4 117,000$
9 Replace Asphalt Concrete Pavement SF 29,280 $2 59,000$ 10 Traffic Control % 5% 207,000$
11 Erosion Control % 1% 44,000$
12 Mobilization/Demobilization % 10% 440,000$
4,396,000$
Engineering and Design % 10% 440,000$
Surveying & Staking & Geotechnical % 5% 220,000$
Construction Management/Staff % 10% 440,000$
1,100,000$
5,496,000$
25% 1,374,000$
6,870,000$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 2
Name DZ-14
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,310 $732 959,000$
2 Install 66" RCP FT 350 $911 319,000$
3 Install 72" RCP FT 1,100 $1,016 1,118,000$
4 Manhole EA 7 $20,322 142,000$
5 Remove 48" RCP FT 1,320 $71 94,000$
6 Remove 64" RCP FT 80 $96 8,000$
7 Sawcut and Remove Existing AC Pavement SF 21,370 $2.66 57,000$ 8 Crushed Miscellaneous Base SF 21,370 $4 85,000$
9 Replace Asphalt Concrete Pavement SF 21,370 $2 43,000$ 10 Traffic Control % 5% 141,000$
11 Erosion Control % 1% 30,000$
12 Mobilization/Demobilization % 10% 300,000$
2,996,000$
Engineering and Design % 10% 300,000$
Surveying & Staking & Geotechnical % 5% 150,000$
Construction Management/Staff % 10% 300,000$
750,000$
3,746,000$
25% 937,000$
4,683,000$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
13 of 31
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name DZ-14A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 530 $527 279,000$
2 Install 42" RCP FT 1,000 $588 588,000$
3 Install 48" RCP FT 660 $656 433,000$
4 Manhole EA 5 $20,322 102,000$
5 Sawcut and Remove Existing AC Pavement SF 12,940 $2.66 34,000$ 6 Crushed Miscellaneous Base SF 12,940 $4 52,000$
7 Replace Asphalt Concrete Pavement SF 12,940 $2 26,000$ 8 Traffic Control % 5% 76,000$
9 Erosion Control % 1% 16,000$
10 Mobilization/Demobilization % 10% 161,000$
1,767,000$
Engineering and Design % 10% 177,000$
Surveying & Staking & Geotechnical % 5% 88,000$
Construction Management/Staff % 10% 177,000$
442,000$
2,209,000$
20% 442,000$
2,651,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 2
Name DZ-15A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 490 $527 258,000$
2 Install 42" RCP FT 1,000 $588 588,000$
3 Install 48" RCP FT 970 $656 636,000$
4 Manhole EA 6 $20,322 122,000$
5 Sawcut and Remove Existing AC Pavement SF 14,710 $2.66 39,000$ 6 Crushed Miscellaneous Base SF 14,710 $4 59,000$
7 Replace Asphalt Concrete Pavement SF 14,710 $2 29,000$ 8 Traffic Control % 5% 87,000$
9 Erosion Control % 1% 18,000$
10 Mobilization/Demobilization % 10% 184,000$
2,020,000$
Engineering and Design % 10% 202,000$
Surveying & Staking & Geotechnical % 5% 101,000$
Construction Management/Staff % 10% 202,000$
505,000$
2,525,000$
20% 505,000$
3,030,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 2
Name DZ-16
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 2,640 $911 2,405,000$
2 Install Double 66" RCP FT 1,380 $1,822 2,514,000$
3 Manhole EA 10 $20,322 203,000$
4 Remove 42" RCP FT 180 $62 11,000$
5 Remove 60" RCP FT 1,250 $89 111,000$
6 Sawcut and Remove Existing AC Pavement SF 43,430 $2.66 116,000$ 7 Crushed Miscellaneous Base SF 43,430 $4 174,000$
8 Replace Asphalt Concrete Pavement SF 43,430 $2 87,000$ 9 Traffic Control % 5% 281,000$
10 Erosion Control % 1% 59,000$
11 Mobilization/Demobilization % 10% 596,000$
5,961,000$
Engineering and Design % 10% 596,000$
Surveying & Staking & Geotechnical % 5% 298,000$
Construction Management/Staff % 10% 596,000$
1,490,000$
7,451,000$
25% 1,863,000$
9,314,000$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
16 of 31
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name DZ-16A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 420 $527 221,000$
2 Install 42" RCP FT 840 $588 494,000$
3 Install 48" RCP FT 850 $656 558,000$
4 Manhole EA 5 $20,322 102,000$
5 Sawcut and Remove Existing AC Pavement SF 12,630 $2.66 34,000$ 6 Crushed Miscellaneous Base SF 12,630 $4 51,000$
7 Replace Asphalt Concrete Pavement SF 12,630 $2 25,000$ 8 Traffic Control % 5% 74,000$
9 Erosion Control % 1% 16,000$
10 Mobilization/Demobilization % 10% 158,000$
1,733,000$
Engineering and Design % 10% 173,000$
Surveying & Staking & Geotechnical % 5% 87,000$
Construction Management/Staff % 10% 173,000$
433,000$
2,166,000$
20% 433,000$
2,599,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 2
Name JH-1
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 1,380 $1,264 1,744,000$
2 Manhole EA 3 $20,322 61,000$
3 Remove 66" RCP FT 1,090 $99 108,000$
4 Remove 78" RCP FT 290 $117 34,000$
5 Sawcut and Remove Existing AC Pavement SF 13,340 $2.66 35,000$ 6 Crushed Miscellaneous Base SF 13,340 $4 53,000$
7 Replace Asphalt Concrete Pavement SF 13,340 $2 27,000$ 8 Traffic Control % 5% 103,000$
9 Erosion Control % 1% 22,000$
10 Mobilization/Demobilization % 10% 219,000$
2,187,000$
Engineering and Design % 10% 219,000$
Surveying & Staking & Geotechnical % 5% 109,000$
Construction Management/Staff % 10% 219,000$
547,000$
2,734,000$
20% 547,000$
3,281,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 2
Name JH-2
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 1,930 $1,016 1,961,000$
2 Manhole EA 5 $20,322 102,000$
3 Remove 69" RCP FT 1,920 $103 198,000$
4 Sawcut and Remove Existing AC Pavement SF 16,570 $2.66 44,000$ 5 Crushed Miscellaneous Base SF 16,570 $4 66,000$
6 Replace Asphalt Concrete Pavement SF 16,570 $2 33,000$ 7 Traffic Control % 5% 120,000$
8 Erosion Control % 1% 25,000$
9 Mobilization/Demobilization % 10% 255,000$
2,549,000$
Engineering and Design % 10% 255,000$
Surveying & Staking & Geotechnical % 5% 127,000$
Construction Management/Staff % 10% 255,000$
637,000$
3,186,000$
20% 637,000$
3,823,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
19 of 31
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CIP Cost Estimates
AOS 2
Name SR-1
Units Quantities Unit Price * Item Total
1 Install Double 66" RCP FT 1,560 $1,822 2,842,000$
2 Manhole EA 4 $20,322 81,000$
3 Remove 54" RCP FT 1,460 $80 117,000$
4 Sawcut and Remove Existing AC Pavement SF 12,550 $2.66 33,000$ 5 Crushed Miscellaneous Base SF 12,550 $4 50,000$
6 Replace Asphalt Concrete Pavement SF 12,550 $2 25,000$ 7 Traffic Control % 5% 157,000$
8 Erosion Control % 1% 33,000$
9 Mobilization/Demobilization % 10% 334,000$
3,338,000$
Engineering and Design % 10% 334,000$
Surveying & Staking & Geotechnical % 5% 167,000$
Construction Management/Staff % 10% 334,000$
835,000$
4,173,000$
20% 835,000$
5,008,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
20 of 31
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CIP Cost Estimates
AOS 2
Name SR-2
Units Quantities Unit Price * Item Total
1 Install 78" RCP FT 2,570 $1,133 2,912,000$
2 Install 84" RCP FT 1,170 $1,264 1,479,000$
3 Install 14' x 6' RCB FT 620 $7,627 4,729,000$
4 Manhole EA 11 $20,322 224,000$
5 Remove 84" RCP FT 580 $126 73,000$
6 Sawcut and Remove Existing AC Pavement SF 39,720 $2.66 106,000$ 7 Crushed Miscellaneous Base SF 39,720 $4 159,000$
8 Replace Asphalt Concrete Pavement SF 39,720 $2 79,000$ 9 Traffic Control % 5% 488,000$
10 Erosion Control % 1% 102,000$
11 Mobilization/Demobilization % 10% 1,035,000$
10,351,000$
Engineering and Design % 10% 1,035,000$
Surveying & Staking & Geotechnical % 5% 518,000$
Construction Management/Staff % 10% 1,035,000$
2,588,000$
12,939,000$
20% 2,588,000$
15,527,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
21 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SR-3
Item No. Item Description Project Total
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 460 $1,264 581,000$
2 Install 96" RCP FT 2,260 $1,572 3,553,000$
3 Manhole EA 7 $20,322 142,000$
4 Remove 72" RCP FT 510 $108 55,000$
5 Remove 78" RCP FT 290 $117 34,000$
6 Remove 84" RCP FT 560 $126 71,000$
7 Sawcut and Remove Existing AC Pavement SF 28,740 $2.66 76,000$ 8 Crushed Miscellaneous Base SF 28,740 $4 115,000$
9 Replace Asphalt Concrete Pavement SF 28,740 $2 57,000$ 10 Traffic Control % 5% 234,000$
11 Erosion Control % 1% 49,000$
12 Mobilization/Demobilization % 10% 497,000$
4,967,000$
Engineering and Design % 10% 497,000$
Surveying & Staking & Geotechnical % 5% 248,000$
Construction Management/Staff % 10% 497,000$
1,242,000$
6,209,000$
20% 1,242,000$
7,451,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
22 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SR-4
Units Quantities Unit Price * Item Total
1 Install 8' x 5' RCB FT 1,540 $2,150 3,311,000$
2 Manhole EA 4 $20,322 81,000$
3 Remove 66" RCP FT 1,440 $99 143,000$
4 Sawcut and Remove Existing AC Pavement SF 10,780 $2.66 29,000$ 5 Crushed Miscellaneous Base SF 10,780 $4 43,000$
6 Replace Asphalt Concrete Pavement SF 10,780 $2 22,000$ 7 Traffic Control % 5% 181,000$
8 Erosion Control % 1% 38,000$
9 Mobilization/Demobilization % 10% 385,000$
3,848,000$
Engineering and Design % 10% 385,000$
Surveying & Staking & Geotechnical % 5% 192,000$
Construction Management/Staff % 10% 385,000$
962,000$
4,810,000$
20% 962,000$
5,772,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
23 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-5
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 2,150 $816 1,754,000$
2 Manhole EA 5 $20,322 102,000$
3 Remove 42" RCP FT 2,090 $62 130,000$
4 Sawcut and Remove Existing AC Pavement SF 16,130 $2.66 43,000$ 5 Crushed Miscellaneous Base SF 16,130 $4 65,000$
6 Replace Asphalt Concrete Pavement SF 16,130 $2 32,000$ 7 Traffic Control % 5% 106,000$
8 Erosion Control % 1% 22,000$
9 Mobilization/Demobilization % 10% 225,000$
2,254,000$
Engineering and Design % 10% 225,000$
Surveying & Staking & Geotechnical % 5% 113,000$
Construction Management/Staff % 10% 225,000$
563,000$
2,817,000$
20% 563,000$
3,380,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
24 of 31
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name SS-6
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,240 $816 1,012,000$
2 Manhole EA 3 $20,322 61,000$
3 Remove 42" RCP FT 920 $62 57,000$
4 Remove 48" RCP FT 210 $71 15,000$
5 Sawcut and Remove Existing AC Pavement SF 9,300 $2.66 25,000$ 6 Crushed Miscellaneous Base SF 9,300 $4 37,000$
7 Replace Asphalt Concrete Pavement SF 9,300 $2 19,000$ 8 Traffic Control % 5% 61,000$
9 Erosion Control % 1% 13,000$
10 Mobilization/Demobilization % 10% 130,000$
1,300,000$
Engineering and Design % 10% 130,000$
Surveying & Staking & Geotechnical % 5% 65,000$
Construction Management/Staff % 10% 130,000$
325,000$
1,625,000$
20% 325,000$
1,950,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
25 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-7
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 1,720 $911 1,567,000$
2 Manhole EA 4 $20,322 81,000$
3 Remove 54" RCP FT 1,210 $80 97,000$
4 Remove 60" RCP FT 710 $89 63,000$
5 Sawcut and Remove Existing AC Pavement SF 13,830 $2.66 37,000$ 6 Crushed Miscellaneous Base SF 13,830 $4 55,000$
7 Replace Asphalt Concrete Pavement SF 13,830 $2 28,000$ 8 Traffic Control % 5% 96,000$
9 Erosion Control % 1% 20,000$
10 Mobilization/Demobilization % 10% 204,000$
2,044,000$
Engineering and Design % 10% 204,000$
Surveying & Staking & Geotechnical % 5% 102,000$
Construction Management/Staff % 10% 204,000$
510,000$
2,554,000$
20% 511,000$
3,065,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
26 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-8
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 590 $527 311,000$
2 Install 42" RCP FT 1,300 $588 764,000$
3 Install 48" RCP FT 580 $656 380,000$
4 Manhole EA 6 $20,322 122,000$
5 Sawcut and Remove Existing AC Pavement SF 14,510 $2.66 39,000$ 6 Crushed Miscellaneous Base SF 14,510 $4 58,000$
7 Replace Asphalt Concrete Pavement SF 14,510 $2 29,000$ 8 Traffic Control % 5% 85,000$
9 Erosion Control % 1% 18,000$
10 Mobilization/Demobilization % 10% 181,000$
1,987,000$
Engineering and Design % 10% 199,000$
Surveying & Staking & Geotechnical % 5% 99,000$
Construction Management/Staff % 10% 199,000$
497,000$
2,484,000$
25% 621,000$
3,105,000$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
27 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-9
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,550 $816 1,265,000$
2 Manhole EA 4 $20,322 81,000$
3 Remove 42" RCP FT 1,470 $62 91,000$
4 Sawcut and Remove Existing AC Pavement SF 11,630 $2.66 31,000$ 5 Crushed Miscellaneous Base SF 11,630 $4 47,000$
6 Replace Asphalt Concrete Pavement SF 11,630 $2 23,000$ 7 Traffic Control % 5% 77,000$
8 Erosion Control % 1% 16,000$
9 Mobilization/Demobilization % 10% 163,000$
1,631,000$
Engineering and Design % 10% 163,000$
Surveying & Staking & Geotechnical % 5% 82,000$
Construction Management/Staff % 10% 163,000$
408,000$
2,039,000$
20% 408,000$
2,447,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
28 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-9A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 930 $527 490,000$
2 Install 42" RCP FT 480 $588 282,000$
3 Install 60" RCP FT 1,220 $816 996,000$
4 Manhole EA 7 $20,322 142,000$
5 Remove 42" RCP FT 1,290 $62 80,000$
6 Sawcut and Remove Existing AC Pavement SF 16,930 $2.66 45,000$ 7 Crushed Miscellaneous Base SF 16,930 $4 68,000$
8 Replace Asphalt Concrete Pavement SF 16,930 $2 34,000$ 9 Traffic Control % 5% 107,000$
10 Erosion Control % 1% 22,000$
11 Mobilization/Demobilization % 10% 227,000$
1,990,000$
Engineering and Design % 10% 199,000$
Surveying & Staking & Geotechnical % 5% 100,000$
Construction Management/Staff % 10% 199,000$
498,000$
2,488,000$
20% 498,000$
2,986,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
29 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-10
Item No. Item Description Project Total
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 820 $911 747,000$
2 Manhole EA 2 $20,322 41,000$
3 Remove 39" RCP FT 770 $58 45,000$
4 Sawcut and Remove Existing AC Pavement SF 6,590 $2.66 18,000$ 5 Crushed Miscellaneous Base SF 6,590 $4 26,000$
6 Replace Asphalt Concrete Pavement SF 6,590 $2 13,000$ 7 Traffic Control % 5% 45,000$
8 Erosion Control % 1% 9,000$
9 Mobilization/Demobilization % 10% 94,000$
944,000$
Engineering and Design % 10% 94,000$
Surveying & Staking & Geotechnical % 5% 47,000$
Construction Management/Staff % 10% 94,000$
235,000$
1,179,000$
20% 236,000$
1,415,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
30 of 31
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name SS-11
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 460 $656 302,000$
2 Install 60" RCP FT 1,200 $816 979,000$
3 Install 66" RCP FT 620 $911 565,000$
4 Manhole EA 6 $20,322 122,000$
5 Remove 36" RCP FT 2,270 $53 120,000$
8 Sawcut and Remove Existing AC Pavement SF 16,940 $2.66 45,000$ 9 Crushed Miscellaneous Base SF 16,940 $4 68,000$
10 Replace Asphalt Concrete Pavement SF 16,940 $2 34,000$ 11 Traffic Control % 5% 112,000$
12 Erosion Control % 1% 23,000$
13 Mobilization/Demobilization % 10% 237,000$
2,370,000$
Engineering and Design % 10% 237,000$
Surveying & Staking & Geotechnical % 5% 119,000$
Construction Management/Staff % 10% 237,000$
593,000$
2,963,000$
20% 593,000$
3,556,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
31 of 31
AOS 3 Capital Project Cost Estimates

City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Project Cost
A-0 $16,438,000.00
A-0A $7,220,000.00
A-0B $6,091,000.00
A-0C $1,391,000.00
A-0D $1,259,000.00
A-1 $2,042,000.00
A-1A $1,799,000.00
A-2 $2,621,000.00
A-2A $2,250,000.00
A-3 $16,535,000.00
A-3A $2,359,000.00
A-3B $1,996,000.00
A-3C $6,606,000.00
A-4 $1,495,000.00
B-1 $2,709,000.00
B-2 $1,648,000.00
B-3 $911,000.00
B-5 $2,800,000.00
B-5A $4,051,000.00
B-6 $235,000.00
B-7 $1,324,000.00
B-8 $1,886,000.00
C-0 $7,920,000.00
C-2 $1,951,000.00
C-4 $4,225,000.00
C-5 $2,776,000.00
C-6 $589,000.00
C-7 $4,623,000.00
C-8 $4,228,000.00
C-8A $2,633,000.00
C-8B $5,795,000.00
C-9 $12,900,000.00
HR-1 $4,127,000.00
1 of 34
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 3
Name A-0
Units Quantities Unit Price * Item Total
1 Install 10' x9' RCB FT 1,510 $5,252 7,931,000$
2 Manhole EA 4 $20,322 81,000$
3 Remove 12' x 10' RCB FT 1,510 $811 1,225,000$
4 Sawcut and Remove Existing AC Pavement SF 18,120 $2.66 48,000$ 5 Crushed Miscellaneous Base SF 18,120 $4 72,000$
6 Replace Asphalt Concrete Pavement SF 18,120 $2 36,000$ 7 Traffic Control % 5% 470,000$
8 Erosion Control % 1% 99,000$
9 Mobilization/Demobilization % 10% 996,000$
10,958,000$
Engineering and Design % 10% 1,096,000$
Surveying & Staking & Geotechnical % 5% 548,000$
Construction Management/Staff % 10% 1,096,000$
2,740,000$
13,698,000$
20% 2,740,000$
16,438,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
2 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-0A
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 2,190 $1,264 2,768,000$
2 Install 90" RCP FT 580 $1,409 817,000$
3 Manhole EA 7 $20,322 142,000$
4 Sawcut and Remove Existing AC Pavement SF 27,090 $2.66 72,000$ 5 Crushed Miscellaneous Base SF 27,090 $4 108,000$
6 Replace Asphalt Concrete Pavement SF 27,090 $2 54,000$ 7 Traffic Control % 5% 198,000$
8 Erosion Control % 1% 42,000$
9 Mobilization/Demobilization % 10% 420,000$
4,621,000$
Engineering and Design % 10% 462,000$
Surveying & Staking & Geotechnical % 5% 231,000$
Construction Management/Staff % 10% 462,000$
1,155,000$
5,776,000$
25% 1,444,000$
7,220,000$
Item No. Item Description Project Total
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
3 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-0B 100
Units Quantities Unit Price * Item Total
1 Install 78" RCP FT 780 $1,133 884,000$
2 Install 84" RCP FT 1,790 $1,264 2,263,000$
3 Manhole EA 6 $20,322 122,000$
4 Sawcut and Remove Existing AC Pavement SF 24,420 $2.66 65,000$ 5 Crushed Miscellaneous Base SF 24,420 $4 98,000$
6 Replace Asphalt Concrete Pavement SF 24,420 $2 49,000$ 7 Traffic Control % 5% 174,000$
8 Erosion Control % 1% 37,000$
9 Mobilization/Demobilization % 10% 369,000$
4,061,000$
Engineering and Design % 10% 406,000$
Surveying & Staking & Geotechnical % 5% 203,000$
Construction Management/Staff % 10% 406,000$
1,015,000$
5,076,000$
20% 1,015,000$
6,091,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
4 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-0C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,280 $527 675,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 6,830 $2.66 18,000$ 4 Crushed Miscellaneous Base SF 6,830 $4 27,000$
5 Replace Asphalt Concrete Pavement SF 6,830 $2 14,000$ 6 Traffic Control % 5% 40,000$
7 Erosion Control % 1% 8,000$
8 Mobilization/Demobilization % 10% 84,000$
927,000$
Engineering and Design % 10% 93,000$
Surveying & Staking & Geotechnical % 5% 46,000$
Construction Management/Staff % 10% 93,000$
232,000$
1,159,000$
20% 232,000$
1,391,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
5 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-0D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 480 $527 253,000$
2 Install 48" RCP FT 550 $656 361,000$
3 Manhole EA 3 $20,322 61,000$
4 Sawcut and Remove Existing AC Pavement SF 5,790 $2.66 15,000$ 5 Crushed Miscellaneous Base SF 5,790 $4 23,000$
6 Replace Asphalt Concrete Pavement SF 5,790 $2 12,000$ 7 Traffic Control % 5% 36,000$
8 Erosion Control % 1% 38,000$
9 Mobilization/Demobilization % 10% 40,000$
839,000$
Engineering and Design % 10% 84,000$
Surveying & Staking & Geotechnical % 5% 42,000$
Construction Management/Staff % 10% 84,000$
210,000$
1,049,000$
20% 210,000$
1,259,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
6 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 670 $527 353,000$
2 Install 42" RCP FT 1,100 $588 647,000$
3 Manhole EA 4 $20,322 81,000$
4 Sawcut and Remove Existing AC Pavement SF 10,040 $2.66 27,000$ 5 Crushed Miscellaneous Base SF 10,040 $4 40,000$
6 Replace Asphalt Concrete Pavement SF 10,040 $2 20,000$ 7 Traffic Control % 5% 58,000$
8 Erosion Control % 1% 12,000$
9 Mobilization/Demobilization % 10% 124,000$
1,362,000$
Engineering and Design % 10% 136,000$
Surveying & Staking & Geotechnical % 5% 68,000$
Construction Management/Staff % 10% 136,000$
340,000$
1,702,000$
20% 340,000$
2,042,000$
* All unit prices reflect 2024 costs.

Fontana City CouncilJuly 14, 2026

Fontana City Council
July 14, 2026