2026 Draft Development Impact Fee Update — Goleta City Council, February 17, 2026 (part 1 of 2)

Agenda Item C.3

CPMS DISCUSSION/ACTION ITEM
Meeting Date: February 17, 2026
____________________________________________________________

TO: Mayor and Councilmembers

SUBMITTED BY: Luz “Nina” Buelna, Public Works Director

SUBJECT: 2026 Draft Development Impact Fee Update

RECOMMENDATIONS:

Receive a presentation and provide feedback on the Draft 2026 Development Impact Fee Program Update.

BACKGROUND

Development impact fees (“DIF”) are fees imposed on development projects to offset in whole or in part, the cost of new or additional public facilities caused by the development.

Cities have the authority to charge DIFs by way of the Mitigation Fee Act (Government Code sections 66000-66025). Under the Mitigation Fee Act, cities must ensure that there is a nexus between the development project’s impacts and the imposed fee amounts . In addition to establishing a DIF program, cities must have an ordinance that defines the types of fees and a nexus study that analyzes the impacts of development types (e.g., residential, commercial, industrial) and their proportional impacts on public facilities.

Goleta has operated a DIF program since incorporation , relying initially on ordinances and nexus studies conducted by the County of Santa Barbara prior to incorporation. The city adopted the County’s impact fee amounts for the Goleta Planning Area when the city incorporated in 2002. In 2019 , the City prepared its own Nexus Study Development Impact Fee Study, which provided supporting analysis for a new ordinance. The ordinance, referred to as the “DIF Ordinance” (Ordinance 19-04), consolidated previous existing DIF regulations into one regulation in the Zoning Ordinance. The Development Impact Fees listed in Ordinance 19-04 are:

1. Public Administration Facilities Fee

2. Fire Facilities Fee

3. Library Facilities Fee

4. Parks and Recreation Facilities Fee

5. Storm Drain Facilities Fee

6. Transportation Facilities Fee

7. Bicycle and Pedestrian Facilities Fee

8. Affordable Housing Fee
1 Meeting Date: February 17, 2026

Page 2 of 7 ends

DISCUSSION

Under the Mitigation Fee Act, Local Agencies are required to conduct and make public specific findings to ensure that the DIF’s purposes remain valid, the funds remain needed, and the fee s still meet the reasonable relationship standards. As discussed above, in 2019, the City completed a Nexus Study Development Impact Fee Study . To comply with the Mitigation Fee Act requirements , a 2026 DIF update study is required, which analyzes the proportionate relationship between development and all of the DIF.

On August 20, 2024, the City Council approved the Public Works agreements with Urban Economics, DKS Associates (DKS), and MNS Engineers (MNS) to prepare and support the 2026 DIF Update. DKS updated the City of Goleta Travel Model and prepared an analysis identifying traffic impacts from projected growth, and MNS prepared project cost estimates to address those impacts.

All proposed DIF fees except the transportation fee reflect existing levels of service (facility standards) and the cost of maintaining those standards as growth occurs. All fees except the transportation fee are based on an existing capital asset facility standard that equals the ratio of the City’s existing ( 2025) capital assets to the existing population served by those facilities. This approach is based solely on available data (existing capital asset inventory and service population estimates). The facility standard is not based on adopted policies, such as those in the City’s General Plan or state statutes.

The existing capital asset facility standard provides a reasonable relationship between new development and the need for additional public facilities. The resulting DIF fee funds the expansion of public facilities at a rate sufficient to maintain the existing facilities-to- service-population ratio as growth occurs.

The transportation fee was updated using the same approach used to establish the existing fee. Planning for transportation improvements typically uses a travel demand model. The Goleta Travel Model developed for the Goleta General Plan was updated in 2025 for this Nexus analysis. The model analyzes the impacts of the City’s buildout growth scenario and surrounding regional growth on the City’s transportation system and identifies where transportation deficiencies exist or are projected to occur based on adopted level-of-service standards and operational pe rformance. The model is used to assess the extent to which new development contributes to those deficiencies and to determine whether development projects should be approved, final project designs, or project costs. The results update the list of improvements described in the Transportation Element of 2006 Goleta General Plan.

Transportation impact fees differ from other DIF categories in that they are based on a systemwide travel-demand model rather than on an existing asset -to-population ratio.

This approach reflects standard transportation planning practice and is consistent with the City’s General Plan Transportation Element.

The travel model used facility standards to determine where transportation improvements are needed within the City to (1) corre ct existing deficiencies, and (2) address future deficiencies caused by new development. Facility standards for transportation analysis 2 Meeting Date: February 17, 2026

Page 3 of 7 ends

are based on policies in the Transportation Element of the City’s General Plan. The City’s primary policy for roadways a nd intersections is to maintain a level of service (LOS) of “C” or better, which means restricted traffic flow that remains stable without causing significant delay. In this context, LOS is a commonly used measure of congestion and delay, commonly expressed as the ratio of traffic volume to roadway capacity (vehicle-to- capacity ratio). The LOS policy for intersections is similar, though the type of analysis varies. The results of the travel model and related transportation impact analysis identified 35 transportation capital improvement projects, including new projects and refinements to previously identified projects. Projects completed under the prior DIF program were removed from the list and are not included in this update.

The City of Goleta i s a Vision Zero city and prioritizes transportation improvements that reduce the risk of severe and fatal crashes. Consistent with this policy, staff proposes “Roundabouts First” as the preferred treatment for new intersections and intersections undergoing major upgrades. Roundabouts are safer due to fewer conflict points and lower operating speeds and are an effective way to increase intersection capacity without adding travel lanes. Signalized and other intersection treatments remain available where roundabouts are not appropriate. The proposed “Roundabouts First” approach provides policy guidance on the preferred intersection improvement type to consider when implementing transportation projects identified through the Nexus Study.

The fair share analysis was conducted to ensure that the DIF funds cover only the portion of those improvements attributable to growth within the City. The analysis uses model output to quantify the number of trips using each improvement and the origin and destination of those trips. Cost estimates for each improvement were developed.

Combining the fair share analysis with the improvement cost estimates resulted in a total cost to accommodate the impacts of new development on the City’s transportation system.

Fire Facilities Fee Update
The Fire Facilities impact fee is not included in this draft update. The supporting information required to complete the Fire Facilities Nexus analysis was not available when this draft was prepared. Staff will bring the Fire Facilities fee update forward for City Council consideration at the public hearing on the final Development Impact Fee for this Nexus Study.

Affordable Housing Impact Fee
The Affordable Housing Impact Fe e is not included in this update to the Development Impact Fee Nexus Study. The City’s Affordable Housing Impact Fee was adopted in 2021 and is governed by a separate ordinance and independent nexus analysis. This report is limited to transportation, public facilities, and infrastructure impact fees, and no changes to the Affordable Housing Impact Fee are proposed or recommended as part of this update.

Based on the Nexus Study, the updated fees compared to the existing fees are summarized below:
3 Meeting Date: February 17, 2026

Page 4 of 7 ends

Table 1: Existing and Maximum Justified Fee Schedule

Adopted
Fee
(2019 Nexus
Study)
Existing
Fee
(FY 2025-
26)
Maximum
Justified
Fee
Difference
(Justified vs.

Existing)
Land Use Category Units Amount Percent
Public Administration
Single Family Detached per DU $3,086 $4,132 $10,540 $6,408 155% All Other Residential1 per DU 2,238 2,999 7,396 4,397 147% Retail & Commercial per KSF 487 656 1,665 1,009 154% Office & Medical per KSF 655 880 2,237 1,357 154% Industrial per KSF 243 329 829 500 152%
Library
Single Family Detached per DU $959 $1,287 $1,316 $29 2% All Other Residential1 per DU 696 934 923 (11) (1%) Retail & Commercial per KSF 151 206 208 2 1%
Office & Medical per KSF 203 275 279 4 1%
Industrial per KSF 75 105 103 (2) (1%)
Parks & Recreation
Residential Subdivisions (Quimby Act)
Single Family Detached per DU $14,998 $20,084 $36,913 $16,829 84% All Other Residential1 per DU 10,880 14,572 25,902 11,330 78% All Other Development (Mitigation Fee Act)
Single Family Detached per DU $11,900 $15,928 $32,895 $16,967 107% All Other Residential1 per DU 7,947 13,175 23,083 9,908 75% Retail & Commercial per KSF 1,880 2,519 5,196 2,677 106% Office & Medical per KSF 2,525 3,382 6,981 3,599 106% Industrial per KSF 936 1,257 2,587 1,330 106%
Storm Drain
Single Family Detached per DU $3,596 $4,817 $10,845 $6,028 125% All Other Residential1 per DU 2,609 3,494 3,904 410 12% Retail & Commercial per KSF 1,988 2,665 6,290 3,625 136% Office & Medical per KSF 2,671 3,578 4,338 760 21% Industrial per KSF 990 1,329 5,097 3,768 284%
Transportation
All Land Uses
per PM
Peak Hour
Trip
$12,450 $16,665 $35,081 $18,416 111%
Sample of Land Uses
Single Family Detached per DU $12,077 $15,165 $31,647 $16,482 109% Apartment per DU 7,487 8,166 17,695 9,529 117%
Hotel per room 7,171 9,499 15,829 6,330 67%
Supermarket per KSF 70,816 89,491 185,017 95,526 107% General Office per KSF 17,808 22,998 39,740 16,742 73% General Light Industrial per KSF 11,835 10,666 16,846 6,180 58% 4 Meeting Date: February 17, 2026

Page 5 of 7 ends

Table 1: Existing and Proposed Fee Schedule (continued)

Adopted
Fee
(2019 Nexus
Study)
Existing
Fee
(FY 2025-
26)
Maximum
Justified
Fee
Difference
(Justified vs. Existing)
Land Use Category Units Amount Percent
Bicycle & Pedestrian
Single Family Detached per DU $3,092 $4,142 $24,311 $20,169 487% All Other Residential1 per DU 2,243 3,006 17,059 14,053 467% Retail & Commercial per KSF 488 657 3,840 3,183 484% Office & Medical per KSF 656 881 5,159 4,278 486% Industrial per KSF 243 329 1,912 1,583 481%
All Updated Fees
Single Family
Detached per DU $34,710 $45,471 $111,554 $66,083 145%
All Other Residential1,2 per DU $23,220 $31,774 $70,060 $28,378 120% Retail & Commercial3 per KSF $75,810 $96,194 $202,216 $106,022 110% Office & Medical4 per KSF $24,518 $31,994 $58,734 $26,740 84% Industrial5 per KSF $14,322 $14,015 $27,374 $13,359 95% Notes: "DU" = dwelling unit; "KSF" = thousand building square feet. Residential fees are calculated per square foot of living space in this nexus study update, though residential fees are shown per average sized DU in this table for the purpose of comparison to current fee schedule.

The City also charges impact fees for fire and affordable housing that are not included in this update. 1 Includes detached and attached accessory dwelling units. 2 Parks and transportation fees based on "Apartment" category. 3 For transportation fee, based on supermarket category. 4 For transportation fee, based on general office category. 5 For transportation fee, based on general light industrial category.

Sources: City of Goleta Fee Schedule, FY 2025-26; Tables 3.3, 4.3, 5.4, 6.1, 6.2, 6.4, 7.3, and 8.2.

5 Meeting Date: February 17, 2026

Page 6 of 7 ends

Changes in total revenue and fee amounts by land use category under the proposed fee schedule are explained as follows:

 Public Administration fee: Nexus analysis updated based on the current City facility standard. Total fee revenue for the buildout is projected at $ 34.7 million. Change in fee amounts driven by increased cost of land and buildings.

 Library fee: Fees remain roughly similar to existing fees. Projected fee revenue for the buildout is roughly $4.3 million below both the existing and the maximum - justified fee schedules.

 Parks and Recreation fees: Impact updated based on current City park standards.

Total fee revenue for the buildout increased to approximately $108.5 million.

Changes in fee amounts driven by increased costs for land acquisition and p ark improvements.

 Storm drain fee: Nexus analysis updated based on the current City facility standard. Total fee revenue to buildout increases to about $82.2 million. Change in fee amounts driven by more comprehensive identification of the City’s existing facility standards, and increased replacement cost of facilities.

 Transportation fee: The fee will fund $296 million of costs identified as needed to serve new development in the City through the traffic modeling analysis.

 Bicycle and Pedestrian fee: Ne xus analysis updated based on the current City facility standard. Total fee revenue for the buildout increases to about $80.2 million.

Change in fee amounts driven by more comprehensive identification of City’s existing facility standards, and increased replacement cost of facilities.

ENVIRONMENTAL REVIEW:

The adoption of a new development impact fees, and related nexus study is exempt from the California Environmental Quality Act (CEQA) and the regulations promulgated thereunder (14 Cal. Code of Regulations, §§ 15000, et seq., “CEQA Guidelines”) because this action does not constitute a “project” pursuant to the CEQA Guidelines, § 15378(b)(4). In addition, obtaining funds (fees) for capital projects for services in existing service areas are statutorily exempt under CEQA Guidelines, § 15273(a)(4).

FISCAL IMPACTS:

This is a preliminary study session to present the draft DIF Nexus Study and receive feedback from the City Council and the public. There are no immediate fiscal impacts from the discuss ion. No formal action is required at today’s study session. Staff seeks Council direction and feedback to incorporate into the final DIF Nexus Study and ordinance that will be presented for adoption at a future public hearing in April 2026.

6 Meeting Date: February 17, 2026

Page 7 of 7 ends

DIF adjustmen ts will be effective 60 days after adoption. City staff will be able to implement and collect the proposed fees as part of the current development process. The actual fee revenues generated by the adjusted DIFs will depend on the number of development projects subject to DIF payment during the period where the fees are in effect, as development activity occurs. All DIF revenues are restricted to payment of identified projects and expenditures and are not discretionary with the City. The amount of the DIFs w ill be automatically adjusted on July 1 st of each fiscal year, by the construction cost index (CCI) specific to California or nearest region, as published by the Engineering News Record, or its successor publication, as reported for the preceding twelve-month period for when the CCI is available.

The DIF revenue estimates will be revised with each annual budget process, along with the related project costs funded by these fees.

ALTERNATIVES:

The City Council may receive the presentation without providing feedback, which would require staff to proceed with finalizing the Development Impact Fee Nexus Study based on existing analysis and return at a later date if additional direction is needed.

LEGAL REVIEW BY: Isaac Rosen, City Attorney

APPROVED BY: Robert Nisbet, City Manager

ATTACHMENTS:

1. 2026 Development Impact Fee Program Update – Draft Report

2. 2026 Development Impact Fee Program PowerPoint Presentation 7 ATTACHMENT 1
2025 Development Impact Fee Program Update – Draft Report 8 202 6 DEVELOPMENT IMPACT

FEE PROGRAM UPDATE

PRELIMINARY DRAFT

Prepared For:

City of Goleta
Preparation Date: January 2026

Prepared By:

Robert D. Spencer, Urban Economics
With Assistance From:

Jim Damkowitch, DKS & Gerald Comati, COM3 Consulting

9 10
Public Facilities Impact Fee Program Update City of Goleta i January 2026

TABLE OF CONTENTS
Executive Summary ......................................................................................................... iv

1. Introduction ....................................................................................................................1 Background ..............................................................................................................1 Study Objectives ......................................................................................................2 Assumptions and Limitations ..................................................................................2 Fee Waivers .............................................................................................................3 Nexus Analysis Approach........................................................................................3 Existing Fund Balances............................................................................................4 Factors Driving Changes to Maximum Justified Fees .............................................5

2. Growth Forecast.............................................................................................................7 Growth Forecast .......................................................................................................7 New Development and Facilities Demand ............................................................11 Service Population .................................................................................................12

3. Public Administration Facilities .................................................................................14 Facility Standards...................................................................................................14 Fee Schedule ..........................................................................................................15 Use of Fee Revenue ...............................................................................................16

4. Library Facilities ..........................................................................................................20 Facility Standards...................................................................................................20 Fee Schedule ..........................................................................................................21 Use of Fee Revenue ...............................................................................................22

5. Park & Recreation Facilities .......................................................................................24 Facility Standards...................................................................................................24 Fee Schedule ..........................................................................................................29 Use of Fee Revenue ...............................................................................................30

6. Transportation Facilities .............................................................................................32 Transportation Demand Modeling .........................................................................32 Facility Standards...................................................................................................32 Capital Improvements and Fair Share Analysis.....................................................33 11 City of Goleta Public Facilities Impact Fee Program Update January 2026 ii

Fee Schedule ..........................................................................................................37 Use of Fee Revenue ...............................................................................................44

7. Bicycle & Pedestrian Facilities ...................................................................................45 Facility Standards...................................................................................................45 Fee Schedule ..........................................................................................................46 Use of Fee Revenue ...............................................................................................47

8. Storm Drain Facilities Fee...........................................................................................49 Storm Drain Demand .............................................................................................49 Facility Standards...................................................................................................50 Fee Schedule ..........................................................................................................52 Use of Fee Revenue ...............................................................................................52

Appendix A: Transportation Improvement Cost Opinions ................. [separate cover]

LIST OF TABLES
Table E.1: Goleta Growth Forecast, 2025-Buildout ......................................................... vi Table E.2: Existing Facility Standard Costs ..................................................................... vi Table E.3: Existing and Maximum Justified Fee Schedule ............................................. vii Table 1.1 Impact Fee Fund Balances ............................................................................... 5 Table 1.2: Factors Driving Changes to Maximum Justified Fee Schedule....................... 6 Table 2.1: Growth Forecast (dwelling units & building space) ........................................ 9 Table 2.2: Occupant Density ........................................................................................... 10 Table 2.3: Growth Forecast (residents & workers) ......................................................... 11 Table 2.4: Service Population ......................................................................................... 13 Table 3.1: Existing Public Administration Facilities ...................................................... 17 Table 3.2: Public Administration Facility Standard and Costs ....................................... 18 Table 3.3: Public Administration Facilities Impact Fee ................................................. 18 Table 3.4: Public Administration Facilities Impact Fee Revenue .................................. 19 Table 4.1: Existing Library Facilities ............................................................................. 20 Table 4.2: Library Facility Standards and Costs ............................................................. 21 12 Public Facilities Impact Fee Program Update City of Goleta iii January 2026
Table 4.3: Library Facilities Impact Fee Schedule ......................................................... 21 Table 4.4: Library Facilities Impact Fee Revenue .......................................................... 22 Table 5.1: Park Inventory (acres) .................................................................................... 25 Table 5.2: Park Facility Standards .................................................................................. 27 Table 5.3: Existing Capital Asset Park Facility Standards ............................................. 28 Table 5.4: Park & Recreation Facilities Impact and Park Dedication In-lieu Fees ........ 30 Table 5.5: Park & Recreation Facilities Impact Fee Revenue ........................................ 31 Table 6.1: Transportation Improvements and Costs ....................................................... 34 Table 6.2: Vehicle Trip Rates ......................................................................................... 39 Table 6.3: New Development Vehicle Trip Generation ................................................. 41 Table 6.4: Transportation Fee Cost per Trip ................................................................... 42 Table 6.5: Transportation Impact Fee Schedule (sample) .............................................. 44 Table 7.1: Bicycle & Pedestrian Facilities Standard ...................................................... 45 Table 7.2: Bicycle & Pedestrian Facilities Costs ............................................................ 46 Table 7.3: Bicycle and Pedestrian Facilities Impact Fee ................................................ 47 Table 7.4: Bicycle & Pedestrian Facilities Impact Fee Revenue .................................... 47 Table 8.1: Equivalent Dwelling Units ............................................................................ 49 Table 8.2: Land Use Scenario and EDUs ....................................................................... 50 Table 8.3: Existing Storm Drain Facilities & Standards................................................. 51 Table 8.4: Storm Drain Facilities Cost Standard ............................................................ 51 Table 8.5: Storm Drain Facilities Impact Fee Schedule ................................................. 52 Table 8.6: Storm Drain Facilities Impact Fee Revenue .................................................. 53

13 City of Goleta Public Facilities Impact Fee Program Update January 2026 iv

EXECUTIVE SUMMARY
Development impact fees provide a mechanism for new development projects to contribute financially to the one -time cost of improving and expanding the infrastructure and facilities needed to accommodate those projects. The City of Goleta (City) adopted the County of Santa Barbara’s impact fees for the Goleta Planning Area when the City incorporated in 2002. The City completed a major update to the program and associated ordinance (Ordinance 19-04) in 2019. The ordinance identified seven fees.

This report pr ovides a second major update to the program based on the most current data available at the time the report was prepared. Since 2019 the City has adjusted fees annually for inflation.

This report provides the supporting analysis for the City to update six existing impact fees:
 Public administration facilities impact fee (update existing fee)  Library facilities impact fee (update existing fee)
 Parks and recreation facilities impact fee and park dedication in -lieu (Quimby) fee (update existing fees)
 Transportation facilities impact fee (update existing fee)  Bicycle and pedestrian facilities impact fee (update existing fee)  Storm drain facilities impact fee (update existing fee) Purpose
The City is updating the aforementioned impact fees and the analysis documented in 2019 so that the fees will accurately reflect new development’s fair share of capital facility costs through buildout. Per statute, the City must update it nexus study at le ast every eight years, but can choose to update the fees more frequently if desired. To this end, the City is updating its development impact fee nexus analysis for several reasons:
• To reflect current capital facilities costs, which have increased significantly since the prior update.
• To reflect changes existing facility inventories, and resulting facility standards and level of service.
• To reflect design changes for transportation facilities.

14 Public Facilities Impact Fee Program Update City of Goleta v January 2026
Fees Not Included in this Analysis
This report does not include the fire facilities fee because, although the City collects the fee, the fee is the responsibility of the County of Santa Barbara that provides facilities and services through the County’s Fire Department.

This report also does not include the affordable housing fee because this fee was recently adopted in 2021 and first imposed on development in 2022.

Changes to Fee Structure
The only structural change to the fee program, is to charge residential fees per square foot, as opposed to a flat rate per type of dwelling unit. This change has been made to c omply with the provisions of AB 602, which went into effect in 2022. For the purpose of comparing the maximum justified fees to the current fees, the maximum justified fees are expressed per average sized dwelling unit. Fees will vary based on the square footage size of each residential development project. Note that the change to charging residential fees per square foot is not the driving factor to the increases in the fee schedules, rather the changes are driven by the facility standards, planned facilities and cost estimates.

Facility Standards and Growth Assumptions
Impact fees reflect existing levels of service (facility standards) and the cost of maintaining those standards as growth occurs. Levels of existing development and forecast growth used in this study are summarized Table E.1, and described in detail in Chapter 2.

The cost per resident and per worker to maintain existing facility standards as growth occurs are shown in Table E.2. Parks represent the highest per capita cost for residential development and transportation is the highest cost for non-residential development.

15 City of Goleta Public Facilities Impact Fee Program Update January 2026 vi

Table E.1: Goleta Growth Forecast, 2025-Buildout
Land Use
Existing
(2025)1 Buildout
Growth
(% Buildout)
Residential (residents & dwelling units)
Residents 32,417 40,169 7,752 19%

Single Family Detached 5,533 6,511 978 15% All Other Residential 7,622 9,973 2,351 24% Total Dwelling Units 13,155 16,484 3,329 20% Non-residential (workers & 1,000 bldg. sq. ft.)
Workers 25,540 35,380 9,840 28%

Retail / Commercial 3,353 4,621 1,268 27% Office & Medical 3,187 5,058 1,871 37% Industrial 6,684 7,572 888 12% Total Bldg. Sq. Ft. (1,000s) 38,764 52,631 13,867 26% Sources: Tables 2.1 and 2.3.

Table E.2: Existing Facility Standard Costs

Cost to Maintain
Existing Facility
Standard
Facility
Per
Resident
Per
Worker
Public Administration $ 3,573 $ 715
Library $ 446 $ 89
Parks $11,151 $ 2,230
Transportation $ 7,965 $ 12,696
Bicycle & Pedestrian $ 8,241 $ 1,648
Storm Drain n/a n/a
Notes: Transportation costs based on "all other residential" (all but detached single family) and "general office" land use categories. Storm drain fees calculated based on impervious surface, not per capita. Cost per equivalent dwelling unit of impervious surface to maintain standard is $22,061.

Sources: Tables 2.2, 2.4, 3.2, 4.2, 5.3, 6.1, 6.2, 6.4, and 7.2.

Maximum Justified Fee Schedules
The updated fee schedules based on the per capita costs from Table E.2 are shown below in Table E.3. The table also includes a comparison with the City’s existing fee schedule. Fees for residential development calculated in this nexus study will be charged per square foot of living space. However, to provide a comparison to the fees currently charged by the City, Table E.3 displays the maximum justified fees for the average size d single family detached unit, and for the average sized all other residential units. Fees for a given unit will be different that the maximum justified fees shown here to the extent that the square footage of the unit varies from an average sized unit.
16 Public Facilities Impact Fee Program Update City of Goleta vii January 2026
Table E.3: Existing and Maximum Justified Fee Schedule

Adopted
Fee
(2019
Nexus
Study)
Existing
Fee
(FY
2025-26)

Maximum
Justified
Fee
Difference
(Justified vs.

Existing)
Land Use Category Units Amount Percent
Public Administration
Single Family Detached per DU $3,086 $4,132 $10,540 $6,408 155% All Other Residential1 per DU 2,238 2,999 7,396 4,397 147% Retail & Commercial per KSF 487 656 1,665 1,009 154% Office & Medical per KSF 655 880 2,237 1,357 154% Industrial per KSF 243 329 829 500 152%
Library
Single Family Detached per DU $959 $1,287 $1,316 $29 2% All Other Residential1 per DU 696 934 923 (11) (1%) Retail & Commercial per KSF 151 206 208 2 1%
Office & Medical per KSF 203 275 279 4 1%
Industrial per KSF 75 105 103 (2) (1%)
Parks & Recreation
Residential Subdivisions (Quimby Act)
Single Family Detached per DU $14,998 $20,084 $36,913 $16,829 84% All Other Residential1 per DU 10,880 14,572 25,902 11,330 78% All Other Development (Mitigation Fee Act)
Single Family Detached per DU $11,900 $15,928 $32,895 $16,967 107% All Other Residential1 per DU 7,947 13,175 23,083 9,908 75% Retail & Commercial per KSF 1,880 2,519 5,196 2,677 106% Office & Medical per KSF 2,525 3,382 6,981 3,599 106% Industrial per KSF 936 1,257 2,587 1,330 106%
Storm Drain
Single Family Detached per DU $ 3,596 $ 4,817 $10,845 $ 6,028 125% All Other Residential1 per DU 2,609 3,494 3,904 410 12% Retail & Commercial per KSF 1,988 2,665 6,290 3,625 136% Office & Medical per KSF 2,671 3,578 4,338 760 21% Industrial per KSF 990 1,329 5,097 3,768 284%

17 City of Goleta Public Facilities Impact Fee Program Update January 2026 viii

Table E.3: Existing and Maximum Justified Fee Schedule (continued)

Adopted
Fee
(2019
Nexus
Study)
Existing
Fee
(FY 2025-
26)

Maximum
Justified
Fee
Difference
(Justified vs.

Existing)
Land Use Category Units Amount Percent
Transportation
All Land Uses
per PM
Peak
Hour Trip
$ 12,450 $ 16,665 $ 35,081 $18,416 111%
Sample of Land Uses
Single Family Detached per DU $ 12,077 $ 14,999 $ 31,647 $16,648 111% Apartment per DU 7,487 8,333 17,695 9,362 112% Hotel per room 7,171 7,499 15,829 8,330 111% Supermarket per KSF 70,816 87,825 185,017 97,192 111% General Office per KSF 17,808 18,831 39,740 20,909 111% General Light Industrial per KSF 11,835 7,999 16,846 8,847 111% Bicycle & Pedestrian
Single Family Detached per DU $3,092 $4,142 $24,311 $20,169 487% All Other Residential1 per DU 2,243 3,006 17,059 14,053 467% Retail & Commercial per KSF 488 657 3,840 3,183 484% Office & Medical per KSF 656 881 5,159 4,278 486% Industrial per KSF 243 329 1,912 1,583 481%
All Updated Fees
Single Family Detached per DU $34,710 $45,471 $111,554 $66,083 145% All Other Residential1,2 per DU 23,220 31,774 70,060 28,378 120% Retail & Commercial3 per KSF 75,810 96,194 202,216 106,022 110% Office & Medical4 per KSF 24,518 31,994 58,734 26,740 84% Industrial5 per KSF 14,322 14,015 27,374 13,359 95% Notes: "DU" = dwelling unit; "KSF" = thousand building square feet. Residential fees are calculated per square foot of living space in this nexus study update, though residential fees are shown per average sized DU in this table for the purpose of comparison to current fee schedule.

Sources: City of Goleta Fee Schedule, FY 2025-26; Tables 3.3, 4.3, 5.4, 6.1, 6.2, 6.4, 7.3, and 8.2.

18 Public Facilities Impact Fee Program Update City of Goleta 1 January 2026

1. INTRODUCTION
Background
Development impact fees provide a mechanism for new development projects to contribute financially to the one -time cost of improving and expanding the infrastructure and facilities needed to accommodate that development. Impact fees are commonly used by local agencies throughout California and in many other states as one of many funding sources for capital improvement programs. Fees are a one-time, non-recurring revenue source paid at the time of development impact, typically at issuance. certificate of occupancy.1
The City adopted the County of Santa Barbara’s impact fees for the Goleta Planning Area when the City incorporated in 2002. The City completed a major update to the program in 201 9. This report provides a second major update to the program based on the most current data available at the time the report was prepared. The City adjusts fees annually for inflation between major program updates.

This report also does not include the affordable housing fee because this fee was recently adopted in 2021 and first imposed on development in 2022.

Per AB 602, a nexus study must be updated at least every eight years, from

1 If there is no certificate of occupancy, such a change of use that does not require a building permit, the fee would be paid prior to the land use permit. Quimby fees are due at the time of map recordation according to the Quimby Act.
19 City of Goleta Public Facilities Impact Fee Program Update January 2026 2

the period beginning January 2, 2022. Further, to comply with AB 602, fees for residential development are calculated per square foot of living space.

Study Objectives
California local agencies may adopt impact fees under authority granted by the Mitigation Fee Act (the Act), contained in Sections 66000 et seq. of the California Government Code . The primary purpose of this report is to substantiate the findings required by the Act for adopting or increasing an impact fee.

The Act requires the following key findings to be made before a local agency adopts or increases a fee imposed on a development project:

1. Impact: Reasonable relationship between new development and need for public facilities. 2 This finding demonstrates the impacts of new development on the demand for public facilities.

2. Benefit: Reasonable relationship between new development and the use of fee revenue for public facilities to accommodate that development. 3 This finding demonstrates how the use of fee revenues for public facilities benefits new development.

3. Proportionality: Reasonable relationship between the amount of the fee and the proportionate cost of public facilities attributable to new development.4 This finding demonstrates how the fee on a development project is proportionate to the development project’s impacts that create demand for the public facility.

Together these three key findings define the nexus among the impact of development, the amount of the fee, and the use of fee revenues.

Assumptions and Limitations
This nexus study relies on data from a variety of sources, including publicly available, third-party sources (California Department of Finance; US Census Bureau), the City’s own data (General Plan, facility inventories, certain replacement cost data), and data developed by consultants specifically for this effort (Goleta Travel Demand model, transportati on cost estimates). Care has been taken to use reasonable and justifiable

2 Government Code, section 66001(a)(3).
3 Government Code, section 66001(a)(4).
4 Government Code, section 66001(b).
20 Public Facilities Impact Fee Program Update City of Goleta 3 January 2026
assumptions throughout this report, and to conservatively estimate the allocation of future facility costs to new development where appropriate.

The City should consider updating this analysis periodically to ensure the assumptions are reasonable. Per state law, a nexus study must be updated at least every eight years.

Fee Waivers
The nexus analysis is based on the estimated cost of the facilities needed to serve all new development, and does not exclude any development that may be exempted from paying impact fees, such as affordable housing units. If the analysis excluded development that is exempted from paying fees, then the burden would be shifted to other land uses, which is not permittable under the Mitigation Fee Act. As such, any fee reductions, waivers or exemptions for development projects are effectively subsidized by the City’s General Fund.

Nexus Analysis Approach
The approach taken by this nexus analysis for all impact fees except the transportation impact fee includes the following steps:

1. Determine the population served by the facilities (service population).

2. Identify the existing facility standard to document the impact of new development on the need for additional facilities (finding #1, above).

3. Calculate the fee schedule necessary to maintain the facility standard (finding #3, above).

4. Describe the types of facilities eligible for funding with fee revenue (finding #2, above).

The basis for the service population are estimates of existing and buildout population and employment in the city and are provided in Chapter 2. The following six chapters (Chapters 3 through 8) provide for each impact fee and analysis necessary to substantiate the findings described above.

For the transportation fee, a slightly different approach was employed with the use of travel demand modeling:

1. Use the same citywide growth forecast as the other five fees put in the context of a region-wide forecast.

2. Use the regional growth forecast in a regional travel demand model to identify the capital improvements necessary to maintain level of service 21 City of Goleta Public Facilities Impact Fee Program Update January 2026 4

on the city’s roadways based on measures of vehicle congestion (finding #1, above).

3. Estimate the cost of needed capital improvements, and the share associated with growth within the city versus growth elsewhere in the region (finding #2, above).

4. Calculate the fee schedule necessary to fund th at city’s cost share (finding #3, above).

Each fee chapter includes a schedule of maximum justified fees by land use category. The City may adopt any fee up to the amount shown in each fee schedule for each land use category. Any fee below the maximum justified amount need not be consistent in absolute or percentage terms across land use categories for any given fee.

Finally, the Act also requires findings regarding (1) the purpose of the fee, and (2) a description of the public facilities to be funded by the fee. 5 The purpose of each impact fee is to accommodate the impacts of new development by funding the expansion of the City’s existing facilities. The types of facilities funded by each fee are described in the respective chapter of this report and more detail i s provided in the City’s current five-year Capital Improvement Program (CIP). The transportation fee is based on a comprehensive long-range list of specific improvements that is included in Chapter 6.

Existing Fund Balances
Table 1.1 displays the City’s current impact fee fund balances for all impact fee funds, including those not being updated in this nexus study. The fund balances are not used in the fee analysis for those fees calculated using the existing facility standard (public administration, library, parks and recreation, storm drain and bicycle and pedestrian facilities). The fund balance is used in the calculation of the transport ation facilities fee, since that fee is calculated based on a defined project list and allocation to new development. In that case the fund balance is subtracted from the costs allocated to new development prior to calculating the cost per PM peak hour trip.

5 Ibid., sections 66001(a)(1) and 66001(a)(2).
22 Public Facilities Impact Fee Program Update City of Goleta 5 January 2026
Table 1.1 Impact Fee Fund Balances
Fee
FY24/25 Fund
Balance
($1,000s)
Public Administration 683
Library 283
Parks and Recreation - Quimby 6,400
Parks and Recreation - Non-Quimby 2,320 Affordable Housing Development 7 Storm Drain 565
Transportation 1,296
Bicycle and Pedestrian 291
Fire 4,100
Source: City of Goleta.

Factors Driving Changes to Maximum Justified Fees
The maximum justified fees in this report are in some cases considerabl y higher than the fees justified by the City’s 2019 Nexus Study. There are many factors that drive changes to the maximum justified fee schedule. The following discussion summarizes the predominant factors driving changes to fee levels in this nexus study updated compared to the 2019 study:
• Increased unit costs (replacement costs for buildings, bike, pedestrian, storm drainage infrastructure and land acquisition ). Unit costs have been updated based on cost experience provided by the City, and Urban Economics’ experience in other jurisdictions in Southern California.

Construction costs have escalated significantly since COVID, and this analysis seeks to capture changes in the cost of future facilities needed to serve new development.
• Updated inventories of existing facilities (public administration facilities, parks and open space, bike and ped estrian infrastructure, storm drain infrastructure) that more accurately reflect the City’s existing level of service and investment in facilities and infrastructure compared to the information that was available in 2019. More detailed inventories demonstrate that the City provides a higher level of service than was previously assumed, which means that the corresponding fees to maintain the existing level of service are higher than in the prior nexus study. • Revised traffic model analysis and cost estimates. DKS updated the travel demand model to reflect current conditions, and recalculated the existing deficiencies and allocation of responsibility to new development.

Projects that had been completed, or no longer deficient since the prior update have been r emoved from the analysis , and new projects have been added.
23 City of Goleta Public Facilities Impact Fee Program Update January 2026 6

Table 1.2 summarizes the factors driving the changes to the maximum justified amounts, by fee category.

Table 1.2: Factors Driving Changes to Maximum Justified Fee Schedule Fee Category
Factors Driving Changes to
Fee Schedule
Primary Cost
Drivers Key Assumptions
Public
Administration
Increased cost of facilities;
Increased cost of land
acquisition; increased level of
service indicated by existing
facility inventories
Land
Acquisition;
Construction
Costs
Existing Service
Population; Existing
LOS; Unit Cost
Assumptions
Libraries
Level of service decreased
slightly due to increased
population served by roughly
the same amount facilities.

Costs increased slightly. Fees
remain similar to prior update.

Land
Acquisition;
Construction
Costs
Existing Service
Population; Existing
LOS; Unit Cost
Assumptions
Parks
Existing inventory of parkland
indicates an increased level of
service; Increased costs to
acquire land and improve parks
Land
Acquisition; Park
improvement
costs
Existing Service
Population; Existing
LOS; Unit Cost
Assumptions
Transportation
Facilities
Revised traffic model and
increased cost estimates
Construction
Costs
Travel Demand
Model allocation;
Growth Projections;
Project Costs
Bicycle and
Pedestrian
Facilities
Updated inventories of existing
facilities providing service
resulting in higher level of
service. Increased unit costs.

Construction
Costs
Existing Service
Population; Existing
LOS; Unit Cost
Assumptions
Storm Drains
Updated inventories of existing
facilities providing service
resulting in higher level of
service. Increased unit costs.

Construction
Costs
Existing Impervious
Surface; Existing
LOS; Unit Cost
Assumptions

24 Public Facilities Impact Fee Program Update City of Goleta 7 January 2026

2. GROWTH FORECAST
This chapter describes the growth forecast and related assumptions used as a basis for measuring the impact of development on the need for public facilities, including:
 Estimates of existing land use in 2025 and for buildout of the city under the current General Plan in terms of dwelling units and nonresidential building square feet. Buildout is not assigned to occur in any particular year, rather, the nexus analysis considers the total growth increment, regardless of when it may occur.
 Estimates of population and employment from growth based on occupant density assumptions (residents per dwelling unit and workers per thousand square feet) that translate dwelling units and building square feet to residents and workers.
 Estimates of the need for public facilities to accommodate growth based on growth in the population served (“service population”) by the various public facilities included in this impact fee program update.

The nexus analysis for each fee presented in subsequent chapters uses these estimates to determine facility standards and estimate facility needs and fee revenues.

Growth Forecast
Existing land use and buildout of the City’s current General Plan expressed in terms of housing units and build ing space are shown in in Table 2.1.

Existing dwelling units by type are based on January 1, 2025 estimates from the California Department of Finance (DOF). Buildout dwelling units and existing and buildout workers by land use type are based on estimates used in the Goleta travel demand model. As shown in Table 2.1 , t he travel demand model uses very detailed estimates of nonresidential building space by land use category, including 11 retail/commercial categories, three office/medical categories, and three industrial categories.

The following section describes the updates made to the travel demand model for use in this nexus study.
25 City of Goleta Public Facilities Impact Fee Program Update January 2026 8

Updates to Travel Demand Model Baseline Land Use
DKS updated the travel demand model baseline to accurately quantify the current development in the City and surrounding areas. The 2013 baseline data was updated using the sources cited below. All City of Goleta land uses were reviewed and approved by City staff – including land use of neighboring jurisdictions. The County of Santa Barbara , City of Santa Barbara, and University of California, Santa Barbara (UCSB) land use was informed and coordinated with the County and the City. The following summarizes the data sources for each jurisdiction that informed changes to the land use scenario:

City of Goleta:
• Residential and nonresidential land use permit data (2013-2024) • General Plan Update Resolutions
• 2024 school enrollment
• Built housing unit summaries 2013-2024
County of Santa Barbara:
• Residential and nonresidential land use permit data (2013-2024) • County General Plan rezones
City of Santa Barbara
• Residential and nonresidential land use permit data (2013-2024) • La Cumbre Plaza General Plan rezones
UCSB:
• Residential permit data (2013-2024)
• Student Enrollment (2024)

26 Public Facilities Impact Fee Program Update City of Goleta 9 January 2026
Table 2.1: Growth Forecast (dwelling units & building space) Land Use
Existing
(2025)1 Buildout
Growth
(% Buildout)
Residential (dwelling units)
Single Family Detached 5,533 6,511 978 15% All Other Residential 7,622 9,973 2,351 24% Total Residential 13,155 16,484 3,329 20%
Retail / Commercial (1,000 sq. ft.)
Auto Services 424 499 75 15%
Banks 23 28 5 18%
Fast Food Restaurants 35 35 - 0% Hotels2 410 664 254 38%
Indoor Recreation 254 368 114 31%
Shopping Mall - - - NA Neighborhood Commercial 1,225 1,861 636 34% Regional Commercial 491 528 37 7% Resort Hotel3 281 329 48 15%
Restaurants 210 244 34 14%
Theater - 65 65 NA
Subtotal 3,353 4,621 1,268 27%
Office & Medical (1,000 sq. ft.)
Hospitals 101 161 60 37%
Medical 150 225 75 33%
Office 2,936 4,672 1,736 37%
Subtotal 3,187 5,058 1,871 37%
Industrial (1,000 sq. ft.)
Heavy Industrial 274 418 144 34%
Light Industrial 6,410 7,088 678 10%
Research & Development - 66 66 NA Subtotal 6,684 7,572 888 12%
Total Non-residential 13,224 17,251 4,027 23%
1 Residential estimates for 2025 based on DOF data. Nonresidential estimates for 2025 based on travel demand model data for 2024. The amount of subsequent development would not materially affect the nexus analysis in this report.
2 Land use data for hotel rooms (630 existing, 1,022 buildout, and 392 growth) converted to building square feet at 650 square feet per room.
3 Land use data for resort hotel rooms (360 existing, 422 buildout, and 62 growth) converted to building square feet at 780 square feet per room.

Sources: State of California, Department of Finance, Table E-5 Population and Housing Estimates for Cities, Counties and the State — January 1, 2025; Goleta Traffic Model land use scenarios (2025 and General Plan buildout); Jan A. DeRoos, Planning and Programming a Hotel, Cornell University, 2011.

The nexus analysis uses occupant density assumptions (residents per dwelling unit and workers per thousand square feet of nonresidential building space) to establish the relationship between development projects and the demand for public facilities and ser vices. Occupant density assumptions vary by land use category to differentiate the impact of 27 City of Goleta Public Facilities Impact Fee Program Update January 2026 10

development on the need for public facilities. Differentiating fees by land use assists in supporting a r easonable relationship between the amount of the fee and the proportionate cost of public facilities attributable to new development.

The occupant density assumptions used in this nexus analysis are based on the latest citywide population and housing estimates prepared by the U.S.

Census Bureau, and surveys of nonresidential land uses in the Los Angeles metropolitan area. These assumptions are shown in Table 2.2.

Table 2.2: Occupant Density
Land Use
Residential
Single Family Detached 2.95 persons / DU
All Other Residential 2.07 persons / DU
Nonresidential
Retail & Commercial 430 sq. ft. / worker 2.33 worker / KSF Office & Medical 320 sq. ft. / worker 3.13 worker / KSF Industrial 861 sq. ft. / worker 1.16 worker / KSF Notes: “DU” is dwelling units and “KSF” is thousand square feet. All densities rounded to the nearest hundredth.
1 Includes detached and attached accessory dwelling units.

Sources: U.S. Census Bureau, 2019-2023 American Community Survey 5-Year Estimates, Tables B25033 and B25024; The Natelson Company, Employment Density Survey Summary Report, prepared for Southern California Association of Governments, October 31, 2001; Urban Economics

Existing land use and buildout of the City’s current General Plan expressed in terms of residents and workers is shown in in Table 2.3. Existing and buildout population by dwelling unit type, and existing and buildout workers by land use type, are based on the occupant density assumptions shown in Table 2.2. It is important to quantify the existing and land use scenario in terms of people, because it is people who generate demand for services and the facilities needed to provide those services from the City.

Total existing household population is consistent with January 1, 2025 estimates by the California Department of Finance . Existing residents in single family units are estimated using the existing count of dwelling units, and the calculated occupant density from Table 2.2. The difference between total household population and the calculated residents in single family detached units is the estimated number of existing residents in all other residential units.

The total increase of resident units, by type from Table 2.1 is multiplied by the assumptions of residents per unit, by type from Table 2.2 to estimate the increase in household population between 2025 and buildout. The increase in household population is added to the estimates of existing population to 28 Public Facilities Impact Fee Program Update City of Goleta 11 January 2026
calculate an estimate of total household population, by housing unit type at buildout.

Estimates of nonresidential square footage (in thousands) from Table 2.1 are multiplied by the occupant density assumptions of workers per 1,000 square feet of building space for three general land uses types to estimate workers in the base year, at the planning horizon and those associated with new nonresidential development in the City.

Table 2.3: Growth Forecast (residents & workers)
Land Use
Existing
(2025) Buildout
Growth
(% Buildout)
Residents1
Single Family Detached 16,322 19,207 2,885 15% All Other Residential 16,095 20,962 4,867 23% Total 32,417 40,169 7,752 19%
Workers
Retail & Commercial 7,812 10,766 2,954 27% Office & Medical 9,975 15,831 5,856 37% Industrial 7,753 8,783 1,030 12% Total 25,540 35,380 9,840 28%
1 Excludes group quarters population, e.g. assisted care facilities and dormitories.

Sources: State of California, Department of Finance, E-5 Population and Housing Estimates for Cities, Counties and the State — January 1, 2025, Sacramento, California, May 2025; Tables 2.1 and 2.2.

New Development and Facilities Demand
Service population is a measure of the number of users or beneficiaries of a public service and the related public facilities required to deliver that service. Vehicle trip generation is the common measure of demand for transportation facilities. Increases in impervious surface generating runoff drive demand for storm drain facilities. Service population, trip generation and impervious surface are commonly used and reasonable indicators of the impact of new development on the need for new or expanded facilities.

Service population is typically composed of residents plus workers. To equate residents and workers in a single measure of service population, workers are weighted by a factor to reflect the potential demand for public facilities from businesses and their workers relative to demand from residents.

This nexus analysis uses three separate approaches to measure the impacts of growth on public facilities:

1. The types of facilities covered by the public administration , library, parks, and bicycle & pedestrian impact fees have reasonably similar 29 City of Goleta Public Facilities Impact Fee Program Update January 2026 12

service populations. All of these facilities are generally associated with recreational and some business uses, tend to be used during certain parts of the day, and face similar levels of demand from workers relative to residents. Therefore, the same service population is used for all three of these impact fees.

2. Demand for storm drain facilities is based on impervious surface assumptions applied to residential and non-residential land uses.

3. Demand for transportation facilities is based on trip generation rates applied to residential and non-residential land uses.

The next section describes the approach used in this study to measure service population for the public administration, library, parks, and bicycle & pedestrian facilities. See Chapter 6 for further explanation of how transportation demand is measured for the nexus analysis. See Chapter 8 for a discussion of impervious surface related to demand for storm drain facilities.

Service Population
Household population is used to represent public facility demand for residential land uses. Household population excludes persons living in group quarters. Group quarters include, for example, dormitories, adult care facilities, and detention facilities. The population in g roup quarters is excluded from the calculation of service population because these uses tend to be non-residential. This nexus analysis uses the employment associated with these non-residential uses to reflect their relative level of public facility demand.

Workers are used to represent service demand from nonresidential land uses. Workers include employees, partners, and owners. The city’s existing and buildout resident and worker populations are shown in Table 2.3 , above.

Surveys by other local government agencies have indicated that service demand from one worker is typically less than demand from one resident.

This result is reasonable because nonresidential buildings are typically occupied less intensively (fewer hours of the day) than housing units. These surveys also indicate that the degree to which per worker service demand is less than per resident demand varies by type of public service. Taken as a whole these surveys indicate that, relative to residents: (1) employment should be weighted by a factor less than one, and (2) this weighting should vary depending on the type of public service, before adding employment to residents to calculate service population.
30 Public Facilities Impact Fee Program Update City of Goleta 13 January 2026
This nexus analysis assumes that a worker represents demand for public administration, library, park, and bicycle & pedestrian facilities at a ratio of

0.20 relative to a resident . This factor is consistent with the factor used in another study prepared by Urban Economics for the City of Oakland . For residents that both live and work in the city, the demand for public facilities is reflected at both the residential and non-residential location because both those locations generate facility demand.

The service population used in this impact fee update is shown in Table 2.4.

Table 2.4: Service Population
Land Use
Existing
(2025) Buildout
Growth
(% Buildout)
Public Administration, Library, Park & Bike/Ped. Facilities Residents (a) 32,417 40,169 7,752
Workers (b) 25,540 35,380 9,840
Relative Demand/Benefit (c) 1 0.20 0.20 0.20 Service Population (a + (b x c)) 37,525 47,245 9,720 21% 1 Factors based on available user survey data and estimates from similar impact fee nexus studies.

Sources: Oakland Transportation and Capital Improvements Impact Fee Nexus Analysis (2016), Urban Economics; Table 2.3.

31 City of Goleta Public Facilities Impact Fee Program Update January 2026 14

3. PUBLIC ADMINISTRATION FACILITIES
This chapter prov ides the updated nexus analysis, fee schedule , and estimated revenue for the public administration facilities impact fee. Public administration facilities include all facilities owned by the City and not otherwise associated with the nexus analysis for any of the City’s other impact fees. Public administration facilities include a range of facilities such as city hall, community centers, corporation yards, and recreation facilities not associated with typical park development costs (see Chapter 5, Park and Recreation Facilities).

Police facilities are not included because services are provided through a contract with the Santa Barbara County sheriff’s department , and the local substation is in a leased facility. Fire facilities are not included because services are provided by the Santa Barbara County Fire Department and facilities are owned by the County.

Facility Standards
Nexus analyses for impact fees often use an existing capital asset facility standard (“facility standard”) that is based on the ratio of a city’s existing capital assets to the existing population served by those facilities. This approach is based solely on available data (existing inventory of capital assets and existing service population estimates). The facility standard also commonly referred to as a “level of service” standard is not based on adopted policy such as standards contained in a city’s General Plan or state statute, nor is it based on recommendations from the professional literature.

The existing capital asset facility standard provides a reasonable relationship between new development and the need for additional public facilities. The resulting impact fee funds the expansion of public facilities at a rate sufficient to maintain the existing ratio of facilities to service population as growth occurs.

The advantage of using an existing capital asset facility standard is that by definition there is no existing deficiency. An existing deficiency exists when new development is funding, through an impact fee, a facility standard that is higher than the existing capital asset standard. Facility standards based on a dopted level of service policies, such as those contained in a general plan, are often higher than existing standards. If an impact is designed to fund new development’s share of that higher standard, then the local agency must use other funding sources for the share of improvements 32 Public Facilities Impact Fee Program Update City of Goleta 15 January 2026
needed to correct the deficiency. If not, the agency risks new development partially funding the deficiency and overpaying for a higher standard that is not achieved. The Mitigation Fee Act specifically prohibits the use of fees to correct existing deficiencies in public facilities.6 The use of existing capital assets to determine the facility standard is the approach used in all fees documented in this report except the transportation impact fee (see Chapter 6).

The City’s existing capital asset inventory of public administration facilities and associated land is shown in Table 3. 1. As mentioned above, this inventory includes all facilities not otherwise associated with the nexus analysis for any of the City’s other impact fees.

The public administration facility standard and associated costs are shown in Table 3.2. Service population is from Table 2.4. Replacement costs are based on the average of values used in seven recent (since 20 21) development impact fee nexus studies for jurisdictions in California. To be conservative, these values were not adjusted for cost inflation since the specific study was conducted. Land costs reflect a conservative estimate of $2,695,000 per acre for acquisition based on the City’s 2018 cost to acquire the Goleta Train Depot. This cost is significantly less than the average cost per acre incurred by the City to acquire right of way recently. Total costs include a five percent charge for fee program administration based on the City’s analysis of staff time spent to administer the fee program.

As shown in the table, the City has an existing capital asset facility standard composed of 2.94 and 0. 20 square feet per capita for civic and utility buildings, respectively, plus 20.59 square feet of land per capita. Also included in the table is the train deport facility standard. This standard is expressed separately from other types of buildings to reflect the City’s recent investment in the facility, and because the cost of the facility was significantly higher tha n other types of buildings. The total cost for new development to maintain this facility standard is $3,573 per capita including fee program administration costs.

Fee Schedule
The updated public administration facilities impact fee is in shown in Table 3.3. The fee is based on the cost per capita shown in Table 3.2 necessary to maintain the City’s existing capital asset facility standard.

Fees adopted at this level would allow the City to provide facilities to new development at the same ratio of facilities to service population that

6 Government Code, section 66001(g).
33 City of Goleta Public Facilities Impact Fee Program Update January 2026 16

currently exists in the City of Goleta today. As a policy decision, the City can adopt any fee lower than the maximum justified amounts.

Use of Fee Revenue
Estimated fee revenue through buildout based on the growth forecast presented in Chapter 2 is shown in Table 3.4. The City programs impact fee revenue through its Capital Improvement Plan, which serves as the adopted CIP for this nexus study, as required by AB 602.

If revenue is used to replace an existing facility without expanding capacity, the project provides a joint benefit to existing and new development. In this case then the fee can fund only 21 percent of project costs based on new development as a share of total development at buildout (see Table 2.4).

However, if the City raises other funds for facility expansion that would accommodate growth, then the impact fee revenue that would have been used for expansion projects could be re -programmed to joint benefi t projects without adhering to the funding share noted here.

The City must allocate five percent of fee revenue to program administration. Administration costs include costs to collect and account for fee revenue, and costs to comply with the Mitigation Fee Act such as annual and five -year reporting requirements. The City will monitor its actual program administration costs and adjust this charge accordingly when the impact fee is updated in the future.

34 Public Facilities Impact Fee Program Update City of Goleta 17 January 2026
Table 3.1: Existing Public Administration Facilities
Facility Address Use
Building
Type
Parcel
Area
(acres)
Building
Area
(sq. ft.)
Goleta Valley Community Center 9.84
Main Bldg. / Goleta Community Center 5679 Hollister Ave. Community center Civic 23,860 Boys and Girls Club 5701 Hollister Avenue Youth services Civic 14,974 Classroom Bldg - North (site-built) 5689 Hollister Ave. Youth services Civic 6,851 Classroom Bldg - South (pre-fabricated) 5717 Hollister Ave. Youth services Utility 2,970 Classroom Bldg - West (site-built) 5681 Hollister Ave. Youth services Civic 5,376 Subtotal 54,031
Parking Lot Orange Ave. Parking lot NA 0.15 - City Hall 130 Cremona Drive Offices Civic 2.46 40,049 Public Works Corporation Yard 6735 Hollister Ave. Utility 2.32 4,000 Land For Future Corporation Yard Hollister/Hwy 217 Future City Facility Utility 0.49 - Goleta Train Depot 27 S La Patera Lane Train Station/Transit Center Train Depot 2.48 9,000 Rancho La Patera & Stow House Note 1
Historic Train Depot 300 North Los Carneros Rd. Museum, offices Civic 5,000 Stow House 304 North Los Carneros Rd. Museum Civic 7,440 Caretaker's Residence 304 North Los Carneros Rd. Residence Civic 680 Garage 304 North Los Carneros Rd. Visitor center Civic 1,000 Bunk House 304 North Los Carneros Rd. Administrative office Civic 660 Packing Shed 304 North Los Carneros Rd. Museum Civic 3,180 Subtotal 17,960
Stow Grove Park Note 1
Caretaker's Residence & Garage 580 La Patera Lane Civic 1,200 Restroom Building 580 La Patera Lane Civic 200 Storage Shed 580 La Patera Lane Utility 600 Subtotal 2,000
All Facilities
Civic Buildings 110,470
Train Depot 9,000
Utility Buildings 7,570
Total 17.74 127,040
1 Land included in parkland inventory.

Sources: City of Goleta Master Facilities List (City of Goleta GS Facilities Master List 01-2025.xlsx); City of Goleta Owned Land Inventory (City_of_Goleta_Owned_Jan_2023.xlsx).
35 City of Goleta Public Facilities Impact Fee Program Update January 2026 18
Table 3.2: Public Administration Facility Standard and Costs Facility Type
Existing
Facilities
Inventory
(sq. ft.)
Existing
Service
Pop-
ulation
Existing
Facility
Standard
(sq. ft.
per capita)
Average
Replace-
ment
Cost
(per sq. ft.)1
Total Cost
(per capita)
Formula a b c = a / b d e = c x d
Civic Buildings 110,470 37,525 2.94 $ 500 $ 1,470 Train Depot 9,000 37,525 0.24 2,444 587 Utility Buildings 7,570 37,525 0.20 300 60 Land2 772,624 37,525 20.59 62 1,277 Subtotal $ 3,394

Program Administration (5% of total) 179 Total $ 3,573
Note: Total cost per capita rounded to the nearest dollar. 1 Building replacement costs based on values used in similar studies for jurisdictions in California. Land cost based on City's recent land acquisition costs.
2 Acres from Table 3.1 converted to square feet based on 43,560 square feet per acre.

Sources: Urban Economics; Tables 2.4 and 3.1.

Table 3.3: Public Administration Facilities Impact Fee
Land Use Category
Cost
per
Capita
Occupant
Density
(Residents/D
U or
Workers/KSF)
Relative
Demand
Maximum
Justified
Fee
Fee per
Square
Foot1
Formula a b c d = a * b * c
e = d /
average
Residential
Single Family Detached $ 3,573 2.95 1.00 $ 10,540 per DU $5.88 All Other Residential2 3,573 2.07 1.00 7,396 per DU 7.98 Nonresidential
Retail & Commercial $ 3,573 2.33 0.20 $ 1,665 per KSF $1.67 Office & Medical 3,573 3.13 0.20 2,237 per KSF 2.24 Industrial 3,573 1.16 0.20 829 per KSF 0.83 Notes: "DU" = dwelling unit; "KSF" = thousand building square feet. 1 Assumes 1,791 square feet per average sized single family unit and 927 for all other residential units in Goleta based on an analysis of American Housing Survey data from 2023.
2 Includes attached and detached accessory dwelling units.

Sources: Tables 2.2, 2.4, and 3.2.

36 Public Facilities Impact Fee Program Update City of Goleta 19 January 2026
Table 3.4: Public Administration Facilities Impact Fee
Revenue
Land Use Category
Growth
(2025-
Buildout)1
Maximum
Justified
Fee2
Revenue
(2025-Buildout)
Formula a b c = a * b
Residential
Single Family Detached 978 $ 10,540 $ 10,300,000 All Other Residential 2,351 7,396 17,400,000 Subtotal 3,329 $ 27,700,000
Nonresidential
Retail & Commercial 1,268 $ 1,665 $ 2,100,000 Office & Medical 1,871 2,237 4,200,000 Industrial 888 829 700,000 Subtotal 4,027 $ 7,000,000

Total $ 34,700,000
Note: Totals rounded to nearest $100,000.
1 Dwelling units for residential and thousand building square feet for nonresidential land uses. 2 Per average sized dwelling unit for residential and per thousand building square feet for nonresidential land uses.

Sources: Table 2.1 and 3.3.

The need for expanded public facilities to accommodate new development is based on all facilities and related services not otherwise associated with the nexus analysis for any of the City’s other impact fees. Thus, the City may use public administration fa cilities impact fee revenue to fund any capital project that (1) expands the ability of the City to deliver services and therefore accommodate new development, and (2) cannot otherwise be funded by any of the City’s other development impact fees . Refer to the City’s current Capital Improvement Program for the anticipated use of fee revenue to fund capital projects within the next five years.

If revenue is used to replace an existing facility without expanding capacity, the project provides a joint benefit to existing and new development. In this case then the fee can fund only 2 1 percent of project costs based on new development as a share of total development at buildout (see Table 2.4).

The City must allocate five percent of fee revenue to program administration. Administration costs include costs to collect and account for fee revenue, and costs to comply with the Mitigation Fee Act such as annual and five-year reporting requirements. The City should monitor its actual program administration costs and adjust this charge accordingly when the impact fee is updated in the future.
37 City of Goleta Public Facilities Impact Fee Program Update January 2026 20

4. LIBRARY FACILITIES
This chapter provides the updated nexus analysis, fee schedule, and estimated revenue for the library facilities impact fee. Library facilities include the City’s single library and its collection of materials.

Facility Standards
The library facilities impact fee uses the City’s existing capital asset s to determine the facility standard and provide a reasonable relationship between new development and the need for additional library facilities. The resulting impact fee would fund the expansion of library facilities at a rate sufficient to maintain the existing ratio of facilities to service population as growth occurs. See the Facility Standard section in Chapter 3 for more explanation of this approach.

The City’s existing capital asset inventory of library facilities is shown in Table 4.1. Note that the inventory only includes owned library facilities, and excludes the temporary GVL Express library at 6500 Hollister Avenue, Suite 105 because it is not owned by the City.

Table 4.1: Existing Library Facilities
Facility Address
Building
Type Amount
Building 500 North Fairview Ave. Civic 15,773 square feet Materials 500 North Fairview Ave. 67,135 volumes1
Land 500 North Fairview Ave. 2.07 acres
Vehicles 1.00 book van
1 Includes books, audiobooks, DVDs, CDs, and library of things, hotspots, passes, magazines and book club kits.

Sources: City of Goleta Master Facilities List (City of Goleta GS Facilities Master List 01- 2025.xlsx); City of Goleta Owned Land Inventory (City_of_Goleta_Owned_Jan_2023.xlsx).

The library facility standard and associated costs are shown in Table 4.2.

Service population is from Table 2.4. Building and materials replacement costs are based on values used in similar studies for jurisdict ions in California. Land cost reflect recent land sales in and around the City. Total costs include a five percent charge for fee program administration.

As shown in the table, the City has an existing capital asset facility standard composed of 0.42 square feet of library space and 1.79 volumes per 1,000 capita, plus 2.4 0 square feet of land per capita . The t otal cost for new development to maintain this facility standard is $446 per capita including fee program administration costs.
38 Public Facilities Impact Fee Program Update City of Goleta 21 January 2026
Table 4.2: Library Facility Standards and Costs
Facility Type
Existing
Facilities
Inventory
(units)
Existing
Service
Pop-
ulation
Existing
Facility
Standard
(units per
capita)
Average
Replace-
ment
Cost
(per unit)1
Total Cost
(per capita)
Formula a b c = a / b d e = c x d
Building 15,773 sq. ft. 37,525 0.42 $ 500 $ 210 Materials 67,135 volumes 37,525 1.79 32 57 Land2 90,169 sq. ft. 37,525 2.40 62 149 Vehicles 1 book van 37,525 0.000027 300,000 8 Subtotal $ 424
Program Administration (5% of total) 22 Total $ 446
Note: Total cost per capita rounded to the nearest dollar. 1 Building and materials replacement costs based on values used in similar studies for jurisdictions in California.

Land cost based on City's recent land acquisition costs. 2 Acres from Table 4.1 converted to square feet based on 43,560 square feet per acre.

Sources: Urban Economics; Tables 2.4 and 4.1.

Fee Schedule
The updated library facilities impact fee is shown in Table 4.3. The fee is based on the cost per capita shown in Table 4.2 necessary to maintain the City’s existing capital asset facility standard.

Fees adopted at this level would allow the City to provide facilities to new development at the same ratio of facilities to service population that currently exists in the City of Goleta today. As a policy decision, the City can adopt any fee lower than the maximum justified amounts.

Table 4.3: Library Facilities Impact Fee Schedule
Land Use Category
Cost
per
Capita
Occupant
Density
(Residents/DU
or
Workers/KSF)
Relative
Demand
Maximum
Justified
Fee
Fee per
Square
Foot1
Formula a b c d = a * b * c
e = d /
average
Residential
Single Family Detached $ 446 2.95 1.00 $1,316 per DU $0.73 All Other Residential2 446 2.07 1.00 923 per DU 1.00 Nonresidential
Retail & Commercial $ 446 2.33 0.20 $ 208 per KSF $0.21 Office & Medical 446 3.13 0.20 279 per KSF 0.28 Industrial 446 1.16 0.20 103 per KSF 0.10 1 Assumes 1,791 square feet per average sized single family unit and 927 for all other residential units in Goleta based on an analysis of American Housing Survey data from 2023. 2 Includes attached and detached accessory dwelling units.

Sources: Tables 2.2, 2.4, and 4.2.
39 City of Goleta Public Facilities Impact Fee Program Update January 2026 22
Use of Fee Revenue
Estimated fee revenue through buildout based on the growth forecast presented in Chapter 2 and the maximum justified fee schedule is shown in Table 4.4.

Table 4.4: Library Facilities Impact Fee Revenue
Land Use Category
Growth
(2025-
Buildout)1
Maximum
Justified
Fee2
Revenue
(2025-
Buildout)
Formula a b c = a * b
Residential
Single Family Detached 978 $1,316 $ 1,300,000 All Other Residential 2,351 923 2,200,000 Subtotal 3,329 $ 3,500,000
Nonresidential
Retail & Commercial 1,268 $208 $ 300,000 Office & Medical 1,871 279 500,000 Industrial 888 103 100,000
Subtotal 4,027 $ 900,000

Total $ 4,400,000
Note: Totals rounded to nearest $100,000.
1 Dwelling units for residential and thousand building square feet for nonresidential land uses. 2 Per average sized dwelling unit for residential and per thousand building square feet for nonresidential land uses.

Sources: Table 2.1 and 4.3.

The City may use library facilities impact fee revenue to fund any capital project, or to purchase equipment or volumes, that expands the capacity of the City’s library facilities. The Goleta Library currently is in need of additional space to accommodate its growing physical collection of materials.

The City’s five-year Capital Improvement Program (CIP) will be updated to indicate anticipated use of fee revenue. However, the current CIP does not have any library c apital projects because fee revenue is likely to be dedicated to the expansion of the library’s collection of materials such as books and DVDs, reflecting recent practice . These expenditures are programmed through the operating budget not the CIP.

Capital projects that address changing service demands , such as the reconfiguration of existing library space, as opposed to increasing service demands, benefit both existing and new development. Therefore, impact fee revenue for these types of projects must be combined with other funding sources so that new development only pays for a fair share of total capital costs. Service population from growth is forecast to be 2 1 percent of total 40 Public Facilities Impact Fee Program Update City of Goleta 23 January 2026
service population at buildout (see Table 2.4), so the share of costs for joint benefit projects funded with the impact fee should be limited to 21 percent.

The City must also allocate five percent of fee revenue to program administration. Administration costs include costs to collect and account for fee revenue, and costs to comply with the Mitigation Fee Act such as annual and five-year reporting requirements. The City should monitor its actual program administration costs and adjust this charge accordingly when the impact fee is updated in the future.

41 City of Goleta Public Facilities Impact Fee Program Update January 2026 24

5. PARK & RECREATION FACILITIES
This chapter provides the updated nexus analysis, fee schedule, and estimated revenue for the park and recreation facilities impact fee. Park and recreation facilities include the City’s developed and undeveloped parks plus the City’s open space. The City also has a parkland dedication in -lieu fee that is governed by Government Code section 66477, also known as the Quimby Act. This chapter also explains the relationship between the impact fee and the Quimby in-lieu fee.

Facility Standards
This section explains both the existing capital asset facility standard and the Quimby Act standard for park facilities. These standards are both based on the City’s existing inventory of improved parklands, unimproved parklands, and open space as shown in Table 5.1.

Existing Capital Asset Standard
The park and recreation facilities impact fee uses the City’s existing capital assets to determine the facility standard and provide a reasonable relationship between new development and the need for additional park facilities. The resulting impact fee would fund the expansion of park facilities at a rate sufficient to maintain the existing ratio of facilities to service population as growth occurs. See the Facility Standard section in Chapter 3 for more explanation of this approach.

This fee program update calculates three components that combined represent the City’s existing parkland standard:
 Improved parkland per capita
 Total parkland (improved and unimproved) per capita
 Open space per capita.

42 Public Facilities Impact Fee Program Update City of Goleta 25 January 2026
Table 5.1: Park Inventory (acres)
Park Unimproved Improved
Total
Parkland
Open
Space
Total
Acres

Andamar - 2.45 2.45 - 2.45 Armitos Park - 1.48 1.48 - 1.48 Armstrong - 0.46 0.46 - 0.46 Bella Vista I & II - 3.50 3.50 - 3.50 Bella Vista III 0.77 - 0.77 - 0.77 Berkeley Park - 4.20 4.20 - 4.20 Brandon 2.22 - 2.22 - 2.22 Campus Glen 6.31 - 6.31 - 6.31 Evergreen Acres - 28.72 28.72 - 28.72 Glen Annie at Del Norte 0.99 - 0.99 - 0.99 Jonny D. Wallis Neighborhood Park - 3.98 3.98 - 3.98 Koarts Apartments 6.60 - 6.60 - 6.60 La Goleta 6.13 - 6.13 - 6.13 Lake Los Carneros Natural and
Historical Preserve (Including Stow
House)
- 5.53 5.53 134.46 139.99
Mathilda - 0.20 0.20 - 0.20 Nectarine - 0.13 0.13 - 0.13 Oro Verde 7.35 - 7.35 - 7.35 San Jose Creek 4.87 - 4.87 - 4.87 San Miguel - 2.71 2.71 - 2.71 San Miguel Open Space 3.07 - 3.07 - 3.07 Santa Barbara Shores (Small) 4.83 - 4.83 - 4.83 Santa Barbara Shores Open Space
(Small) 1.24 - 1.24 - 1.24 Santa Barbara Shores Park - - - 98.62 98.62 Sperling Preserve - - - 137.65 137.65 Stonebridge 3.41 - 3.41 - 3.41 Stow Grove Park1 11.10 - 11.10 - 11.10 Stow Tennis Courts - 2.68 2.68 - 2.68 University Village - 3.16 3.16 - 3.16 Winchester I 2.22 1.14 3.36 - 3.36
Winchester II - 1.20 1.20 - 1.20 Total 61.11

61.54 122.65

370.73

493.38

1 Stow Grove park is currently improved, however the City is planning to completely rehabilitate the park. Park acres for this park are listed as unimproved to reflect need for rehabilitation.

Sources: Table 3-1, Draft Open Space Element Update; City of Goleta Owned Land Inventory (City_of_Goleta_Owned_Jan_2023.xlsx).
43 City of Goleta Public Facilities Impact Fee Program Update January 2026 26
Quimby Act Standard
The Quimby Act 7 allows local agencies to require certain residential projects to dedicate parkland or pay a fee in lieu of dedication. Compared to impact fees adopted pursuant to the Mitigation Fee Act, Quimby Act land dedication and in-lieu fees:
 Can only apply to residential projects that require a tentative or parcel map (typically any type of subdivision)
 Cannot be based on a service population that includes workers and therefore Quimby fees cannot apply to nonresidential development  Cannot include park development costs
 Cannot include open space.

The Quimby Act allows a local agency to require dedication of three to five acres of unimproved parkland per 1,000 residents based on the development project’s estimated residential population. A local agency may require a minimum of three acres of unimproved parkland per 1,000 residents regardless of the agency’s existing parkland standard. This standard is the ratio of existing improved and unimproved neighborhood and community parkland to existing residents as of the last Federal Census and excludes open space.

The agency may require dedication of up to five acres of unimproved parkland per 1,000 residents if the existing parkland standard supports that higher level. The agency may not require dedication at a standard greater than five acres per 1,000 residents regardless of the agency’s existing parkland standard.

The local agency may allow payment of a fee in lieu of parkland dedication based on the cost of land acquisition but not the cost of park development.

This in-lieu fee is exempt from the Mitigation Fee Act.8 The Act contains no language that prohibits an agency from adopting an impact fee to fund park development costs and open space acquisition, in addition to the Quimby dedication requirement or in-lieu fee. Thus, the agency may adopt both approaches to ensure that the combined requirements address all development impacts.

7 Government Code, section 66477.
8 Ibid., sections 66000(b)
44 Public Facilities Impact Fee Program Update City of Goleta 27 January 2026
Summary
The p arkland standards applicable to the Mitigation Fee Act and the Quimby Act are shown in Table 5.2. Service population is from Table 2.4.

Service population includes residents and workers for the Mitigation Fee Act standard but only residents for the Quimby Act standard.

As shown in the table, the City has an existing parkland standard under the Mitigation Fee Act composed of 1. 64 acres of improved parkland, 3. 27 acres of total parkland, and 9.88 acres of open space per 1,000 capita.

The Quimby Act standard based only on existing residents as of the last Federal Census and parkland is 3.75 acres per 1,000 residents. The Quimby Act standard is slightly higher than the comparable Mitigation Fee Act standard (3.75 versus 3.27 acres) for total parkland because the former is based on only residents and does not include workers. This approach results in a higher ratio of acres per capita. Because this standard is between the minimum and maximum Quimby Act standards (three to five acres per 1,000 residents), this standard is the maximum amount that the City can require in parkland dedication.

Table 5.2: Park Facility Standards
Facility Type
Existing
Facilities
Inventory
(units)
Existing
Service
Pop-
ulation1
Existing Facility Standard

Formula a b c = a / (b / 1,000)
Mitigation Fee Act Park Facilities Standard
Improved Parkland 61.54 acres 37,525 1.64 acres / 1,000 capita Total Parkland 122.65 acres 37,525 3.27 acres / 1,000 capita Open Space 370.73 acres 37,525 9.88 acres / 1,000 capita Quimby Act Parkland Dedication Standard
Total Parkland 122.65 acres 32,690 3.75 acres / 1,000 capita 1 Service population is based on residents and workers for the Mitigation Fee Act standard. Residents as of last Federal Census in 2020 used to calculated Quimby Act standard.

Sources: Tables 2.4 and 5.1.

Park facility costs based on the facility standards in Table 5.2 are shown in Table 5.3. Land costs reflect a conservative estimate of $2,695,000 per acre for acquisition based on the City’s 2018 cost to acquire the Goleta Train Depot. This cost is used to be conservative because it is significantly less than the average cost per acre incurred by the City to acquire right of way recently. Park development costs based on the City’s budgeted cost to rehabilitate Stow Park from the City’s most recent CIP. The table has two sections, depending on whether the project is subject to the Quimby Act:
45 City of Goleta Public Facilities Impact Fee Program Update January 2026 28
 The “All Development Except Residential Subdivisions” section shows costs for development projects that would not be subject to the Quimby Act. Costs components include: (1) improved parkland (park development costs only excluding land acquisition) , (2) total parkland (land acquisition costs only), and (3) open space (land acquisition costs only).
 The “Residential Subdivision” section shows costs for development projects that would be subject to the Quimby Act . Cost components include: (1) a Quimby park dedication in -lieu fee based on parkland acquisition, (2) an impact fee based on park improvements and open space acquisition.
 All fees include five percent for fee program administration.

Table 5.3: Existing Capital Asset Park Facility Standards Facility Type
Existing
Facility
Standard
(acres per
1,000 capita)
Average
Replace-
ment
Cost
(per unit)1
Total Cost
(per capita)
Formula a b
c = a x b /
1,000
All Development Except Residential Subdivisions
Park Facilities Impact Fee (Mitigation Fee Act)
Improved Parkland 1.64 $ 919,000 $ 1,507 Total Parkland 3.27 2,695,100 8,813 Open Space 9.88 27,600 273 Subtotal $ 10,593
Program Administration (5% of total) 558 Total $ 11,151
Residential Subdivisions
Parkland Dedication In-lieu Fee (Quimby Act)
Total Parkland 3.75 $ 2,695,100 $ 10,107 Program Administration (5% of total) 532 Subtotal $ 10,639
Park Facilities Impact Fee (Mitigation Fee Act)
Improved Parkland 1.64 919,000 1,507 Open Space 9.88 27,600 273 Subtotal $ 1,780
Program Administration (5% of total) 94 Subtotal $ 1,874
Total $ 12,513
Note: Total cost per capita rounded to the nearest dollar. 1 Land cost based on City's recent land acquisition costs. Park development costs based on cost per acre to renovate Stow Grove Park from the City's current CIP (Project No. 9074).

Sources: City of Goleta CIP; Urban Economics; Table 5.2. 46 Public Facilities Impact Fee Program Update City of Goleta 29 January 2026

The total cost for new development to maintain the existing parkland standard is $11,151 per capita if the project is not a residential subdivision subject to the Quimby Act. The total cost is $12,513 if the project is subject to the Quimby Act. The higher per capita cost for projects subject to the Quimby Act is due to the higher standard for parkland acquisition, as described above.

Fee Schedule
The updated park and recreation facilities impact fee and Quimby Act in - lieu fee are shown in Table 5.4. The fees are based on the costs per capita shown in Table 5.3 necessary to maintain the City’s existing park standards.

Fees adopted at this level would allow the City to provide parks to new development at the same ratio of facilities to service population that currently exists in the City of Goleta today. As a policy decision, the City can adopt any fee lower than the maximum justified amounts.

47 City of Goleta Public Facilities Impact Fee Program Update January 2026 30
Table 5.4: Park & Recreation Facilities Impact and Park Dedication In-lieu Fees Land Use Category
Cost
per
Capita
Occupant
Density
(Residents/DU
or
Workers/KSF)
Relative
Demand
Maximum
Justified
Fee
Fee per
Square
Foot1
Formula a b c d = a * b * c
e = d /
average
All Development Except Residential Subdivisions (Mitigation Fee Act) Residential
Single Family Detached $11,151 2.95 1.00 $ 32,895 per DU $ 18.37 All Other Residential2 11,151 2.07 1.00 23,083 per DU 24.90 Nonresidential
Retail & Commercial $11,151 2.33 0.20 5,196 per KSF $ 5.20 Office & Medical 11,151 3.13 0.20 6,981 per KSF 6.98 Industrial 11,151 1.16 0.20 2,587 per KSF 2.59 Residential Subdivisions
Parkland Dedication In-Lieu Fee (Quimby Act)
Single Family Detached $10,639 2.95 1.00 $ 31,385 per DU $17.52 All Other Residential2 10,639 2.07 1.00 22,023 per DU 23.76 Park Development & Open Space Fee (Mitigation Fee Act)
Single Family Detached $ 1,874 2.95 1.00 $ 5,528 per DU $ 3.09 All Other Residential2 1,874 2.07 1.00 3,879 per DU 4.18 Total Fee
Single Family Detached $12,513 2.95 1.00 $ 36,913 per DU $ 20.61 All Other Residential 12,513 2.07 1.00 25,902 per DU 27.94 Note: "DU" = dwelling unit; "KSF" = thousand building square feet. 1 Assumes 1,791 square feet per average sized single family unit and 927 for all other residential units in Goleta based on an analysis of American Housing Survey data from 2023.
2 Includes attached and detached accessory dwelling units.

Sources: Tables 2.2, 2.4, and 5.3.

Use of Fee Revenue
Estimated fee revenue through buildout based on the growth forecast presented in Chapter 2 is shown in Table 5.5. This estimate assumes that all projects are subject to the Mitigation Fee Act only and would not pay a Quimby in-lieu fee. The fee for apartments is used to estimate revenue for the “All Other Residential” category. Fee revenue would be slightly higher to the extent growth includes single family detached housing and/or is subject to the Quimby Act.
48 Public Facilities Impact Fee Program Update City of Goleta 31 January 2026
Table 5.5: Park & Recreation Facilities Impact Fee Revenue Land Use Category
Growth
(2025-
Buildout)1
Maximum
Justified
Fee2
Revenue
(2025-
Buildout)
Formula a b c = a * b
Residential
Single Family Detached 978 $ 32,895 $ 32,200,000 All Other Residential 2,351 23,083 54,300,000 Subtotal 3,329 $ 86,500,000
Nonresidential
Retail & Commercial 1,268 $ 5,196 $ 6,600,000 Office & Medical 1,871 6,981 13,100,000 Industrial 888 2,587 2,300,000 Subtotal 4,027 $ 22,000,000

Total $108,500,000
Notes: Revenue estimates assume all projects are subject only to the Mitigation Fee Act fees and not the Quimby Act in-lieu fee. Totals rounded to nearest $100,000. 1 Dwelling units for residential and thousand building square feet for nonresidential land uses. 2 Per average sized dwelling unit for residential and per thousand building square feet for nonresidential land uses.

Sources: Table 2.1 and 5.4.

The City may use park and recreation facilities impact fee revenue for any capital project that expands the capacity of the City’s park facilities. The City programs impact fee revenue through its Capital Improvement Plan, which serves as the adopted CIP for this nexus study, as required by AB 602.

If revenue is used to replace an existing facility without expanding capacity, the project provides a joint benefit to existing and new development. In this case then the fee can fund only 2 1 percent of project costs based on new development as a share of total development at buildout (see Table 2.4).

The City is largely built out and there are limited opportunities for to acquire additional parkland. Therefore, the City anticipates using fee revenue to further develop existing parks with expanded, improved, or enhanced recreational facilities and infrastructure. Refer to the City’s adopted Capital Improvement Program for the anticipated use of fee revenue to fund capital projects within the next five years.

The City must also allocate five percent of fee revenue to program administration. Administration costs include costs to collect and account for fee revenue, and costs to comply with the Mitigation Fee Act such as annual and five -year reporting requirements. The City will monitor its actual program administration costs and adjust this charge accordingly when the impact fee is updated in the future.
49 City of Goleta Public Facilities Impact Fee Program Update January 2026 32

6. TRANSPORTATION FACILITIES
This chapter prov ides the updated nexus analysis, fee schedule , and estimated revenue for the transportation impact fee. Transportation facilities include roadways, intersections, and transit infrastructure. Improvements specifically targeted to accommodate increased bicycle and pedestrian travel from new development are addressed in the following chapter.

Determining the impact of development on the need for expanded transportation facilities required a sophisticated technical analysis. That analysis is described in this chapter and supported by attachments to this report.

Transportation Demand Modeling
Planning for transportation improvements is typically addressed with the use of a travel demand model. Travel demand models estimate the effect of land use on the generation of vehicle trips and how those trips distribute across the transportation network. The Goleta Travel Model used in the City’s prior Public Facilities Impact Fee Program was updated in 2025 for use in this nexus analysis. The model encompasses 182 traffic analysis zones that aggregate the underlying land use based on 28 land use categories. The model covers an area that includes the city and surrounding portions of the Goleta Valley to analyze impacts on the City’s transportation system from growth both in and around the city. The model is a single-mode (auto trips only) model and analyzes both morning (a.m.) and evening (p.m.) peak-period travel.

The travel model was used to analyze the impacts of the city’s buildout growth scenario described in Chapter 2, along with surrounding regional growth, on the city’s transportation system. Th e results update the list of improvements described in the Transportation Element of 2006 Goleta General Plan.

Facility Standards
The travel model used facility standards to determine where transportation improvements are needed within the city (1) to correct existing deficiencies, and (2) address future deficiencies cause by new development. Facility standards for transportation analysis are based on policies in the 50 Public Facilities Impact Fee Program Update City of Goleta 33 January 2026
Transportation Element of the City’s General Plan .9 The City’s primary policy for roadways and intersections is to maintain a level of service (LOS) “C” or better , representing restricted traffic flow that remains stable but without causing significant delay. In this instance LOS is a commonly used measure of congestion and delay based on the ratio of the number of vehicles using a roadway to the capacity of the roadway (vehicle -to- capacity ratio). The LOS policy for intersections is similar though the type of analysis varies. Certain roadways and intersections require d more specialized analysis of their operation (operational analysis) to determine if a deficiency exists.

Capital Improvements and Fair Share Analysis
The results of the travel model and related transportation impact analysis generated a list of 35 capital improvement projects to address existing and future deficiencies on the City’s transportation system.

Next, a fair share analysis was conducted so that the impact fee will fund only the portion of those improvements that are associated with growth within the city. The analysis uses model output to quantify the number of trips using each improvement and the origin and destination of those trips.

The fair share analysis allocated the need for each improvement across three categories that summed to 100 percent:

1. Existing deficiency

2. New development outside Goleta

3. New development inside Goleta
Finally, cost estimates for each improvement were developed. The total cost for all 35 projects is $555.6, million.

Combining the fair share analysis with the improvement cost estimates resulted in a total cost to accommodate the impacts of new development within the city on the City’s transportation system. See Table 6.1 for a summary of these results for each improvement. As shown in the table, new development within the city is responsible for 53.29 percent of total project costs, or $296 million.

9 City of Goleta, Goleta General Plan/Coastal Land Use Plan, Transportation Element, September 2006, pp. 7-16 to 7-17.
51 City of Goleta Public Facilities Impact Fee Program Update January 2026 34

Table 6.1: Transportation Improvements and Costs
Existing
Deficiency Total Growth1 Goleta Growth
Map ID Project Location
Total
Cost
($1,000s) Share
Cost
($1,000s) Share
Cost
($1,000s) Share
Cost
($1,000s)
Existing Roadways
R-02
Hollister Avenue Complete Streets
Corridor Plan

10,750 70% 7,510 30% 3,240 47.52%
1,540
R-10
US 101 NB Aux Lane Between Los
Carneros Road and Storke Road

22,650 0% - 100% 22,650 25.11%
5,688
R-11
US 101 NB/SB Aux Lanes Between
Fairview Avenue and Los Carneros
Road

33,500 0% - 100% 33,500 61.01%
20,439
R-12
Storke Road Widening: Phelps Road to
City Limits

6,000 65% 3,883 35% 2,117 44.92% 951
R-13 Los Carneros Way Realignment

23,650 0% - 100% 23,650 73.25%
17,324
R-14 South Fairview Avenue Widening

6,200 0% - 100% 6,200 46.72%
2,897
Subtotal

92,000 4% 3,883 96% 88,117 51.41%
47,298
Existing Intersections
I-01
Fairview Avenue/Calle Real Intersection
Improvements

40,100 0% - 100% 40,100 68.19%
27,344
I-02
Fairview Avenue at US101 SB On-
Ramp Improvements

28,800 0% - 100% 28,800 53.88%
15,516
I-03
Fairview Avenue at US 101 NB On-
Ramp Improvements

13,300 0% - 100% 13,300 52.76%
7,018
I-07
Hollister Widening - West of Storke
Road

3,620 0% - 100% 3,620 62.47%
2,261
I-08
Patterson Avenue at US101 SB Ramp
Improvements

44,450 78% 34,671 22% 9,779 33.95%
3,320
52 Public Facilities Impact Fee Program Update City of Goleta 35 January 2026

Table 6.1: Transportation Improvements and Costs Continued Existing
Deficiency Total Growth1 Goleta Growth
Map ID Project Location
Total
Cost
($1,000s) Share
Cost
($1,000s) Share
Cost
($1,000s) Share
Cost
($1,000s)
I-12-02
New Intersection Control - Calle Real / Carlo
Drive

8,500 0% - 100%
8,500 67.89% 5,771
I-12-02 (I4)
New Intersection Control - Cathedral Oaks
Road / Hollister Avenue / US 101 NB Ramps

9,100 0% - 100%
9,100 84.10% 7,653
I-12-03 (R4)
New Intersection Control - Calle Real / N La
Patera Lane

8,500 0% - 100%
8,500 69.09% 5,873
I-12-05
New Intersection Control - Cathedral Oaks
Road / Los Carneros Road

11,650 0% - 100%
11,650 56.78% 6,614
I-12-06
New Intersection Control - Cathedral Oaks
Road / N La Patera Lane

12,550 0% - 100%
12,550 57.22% 7,181
I-12-07
New Intersection Control - Fairview Avenue /
Stow Canyon Road

11,850 0% - 100%
11,850 76.55% 9,071
I-12-10
New Intersection Control - Hollister Avenue /
Cannon Green Drive

2,350 79% 1,860 21% 490 87.80% 430
I-12-11
New Intersection Control - Hollister Avenue /
Pebble Beach Drive

13,850 0% - 100%
13,850 87.53% 12,123
I-12-12
New Intersection Control - Hollister Avenue /
St. Joseph's Street

11,150 36% 3,960 64%
7,190 25.79% 1,854
I-12-23
New Intersection Control - Carlo Drive /
Cathedral Oaks Road

8,050 0% - 100%
8,050 58.12% 4,678
I-12-27
New Intersection Control - Cathedral Oaks /
101 SB-Ramp

34,000 67% 22,842 33%
11,158 81.01% 9,039
I-12-30
New Intersection Control - Hollister Avenue /
Palo Alto Drive

10,200 0% - 100%
10,200 89.08% 9,086

53 City of Goleta Public Facilities Impact Fee Program Update January 2026 36

Table 6.1: Transportation Improvements and Costs Continued Existing
Deficiency Total Growth1 Goleta Growth
Map ID Project Location
Total
Cost
($1,000s) Share
Cost
($1,000s) Share
Cost
($1,000s) Share
Cost
($1,000s)
I-12-31
New Intersection Control - Hollister Avenue /
Santa Felicia Drive

2,180 78% 1,696 22% 484 84.31% 408 I-12-32
New Intersection Control - Storke Avenue /
Santa Felicia Drive

270 78% 211 22% 59 50.15% 30 I-12-33
New Intersection Control - Hollister Avenue /
Cathedral Oaks Avenue

9,250 0% - 100%
9,250 88.52%
8,189
I-12-34
New Intersection Control - Hollister Avenue /
Cortona Drive

1,700 66% 1,115 34% 585 73.87% 432 I-12-35
New Intersection Control - Cathedral Oaks
Avenue / Glen Annie Road

8,800 0% - 100%
8,800 27.23%
2,397
I-12-36
New Intersection Control - Cathedral Oaks
Avenue / Alameda Avenue

9,250 0% - 100%
9,250 30.16%
2,790
I-18 Storke Road at US101 SB Ramps

22,400 81% 18,140 19%
4,260 50.09%
2,134
I-22
Hollister Avenue / Fairview Avenue
Intersection Improvements

15,850 0% - 100%
15,850 52.91%
8,386
Subtotal

341,720 25% 84,494 75%
257,226 46.70%
159,598
New Roadways
R-05 Goleta US 101 Bike/Ped Overcrossing

92,300 0% - 100%
92,300 85.05%
78,504
R-09 Phelps Road Extension

18,800 0% - 100%
18,800 48.41%
9,100
Subtotal

111,100 0% - 100%
111,100 78.85%
87,604
Total

555,570 17% 95,887 83%

459,683 53.29%

296,040
1 Total growth share includes Goleta growth share and excludes existing deficiency share.

Sources: Attachment A.
54 Public Facilities Impact Fee Program Update City of Goleta 37 January 2026
See Appendix A: Traffic Needs Analysis provided under separate cover for more detail on the travel forecast, deficiency assessment, and fair share analysis. See Appendix B: Transportation Improvement Cost Opinions provided under separate cover for more detail on the cost estimation work conducted for each improvement.

Fee Schedule
The transportation impact fee schedule is based on (1) trip generation rates, (2) total trips from new development, and (3) the overall cost per new trip associated with the improvements in Table 6.1 . The methodology is explained in the sections that follow.

Trip Generation Rates
Demand for traffic facilities is based on vehicle trip generation rates. Trip rates measure the rate at which trips occur, either an origin or a destination (known as a “trip end”) , from a specific type of land use. Thus, trip generation rates distribute the impact of growth equally between both ends of a trip.

Vehicle trip rates are based on the evening peak hour because this period generates the greatest demand on the roadway system. The use of evening peak hour trip rates for the fee calculation is consistent with the approach taken by the travel modeling and described above.

The transportation impact fee schedule is based on a “cost per trip” that represents the total improvement cost allocated to new development divided by total trips estimated to be generated by new development. The formula is:

Cost per trip =
Total trips (across all land use categories)
Total improvement costs allocated to new development (see Table 6.1)

The formula for calculating trips from land use category(a) is shown below:

Trips for land use category(a) =
Land use category(a) growth (in units) x
Land use category(a) trip rate (per unit)
Total trips are calculated by summing up trips generated across all land use categories in the growth forecast.
55 City of Goleta Public Facilities Impact Fee Program Update January 2026 38
Growth by land use category is expressed in dwelling unit s or 1,000 building square feet. Trip rates are expressed per dwelling unit or per 1,000 building square feet.

To calculate the fee on a development project, the appropriate land use category and related trip generation rate are identified from the Trip Generation manual published by the Institute of Transportation Engineers (ITE). The manual includes estimated trip rates for over 100 land use categories. The cost per trip is multiplied by the trip rate applicable to the development project and by the size of the development project to calculate the fee for that project, or:

Development project with land use category(a) fee =
Cost per trip x Trip rate for land use category(a) (per unit) x Project size (in units)
Note that trip rates by land use category are used both in (1) calculation of total trips used to calculate the cost per trip, and (2) application of the fee to individual development projects. To ensure that the fee program generates total revenue equal to the cost of improvements allocated to new development, both calculations must use a consistent set of trip generation rates.

As shown in Chapter 2 (see Table 2.1) the growth forecast for this study and used in the travel model includes 28 land use categories. To maintain consistency between the calculation of total trips based on the growth forecast, and the ITE rates used to calculate individual project fees, growth in each of the forecast’s 28 categories is allocated to the more detailed categories used by ITE. This effort ensures that the calculation of total trips from growth, and therefore the cost per trip used in the fee s chedule, is as consistent as possible with the trip rates used to calculate the fee on each development project.

Table 6.2 shows how trip generation rates were developed for each of the growth forecast’s land use categories based on ITE rates. For each category, we estimated the amount of growth in land use sub -categories consistent with the ITE rates and calculated a weighted average trip rate for each category.

56 Public Facilities Impact Fee Program Update City of Goleta 39 January 2026
Table 6.2: Vehicle Trip Rates
Travel Demand Model
Land Use Category
ITE Trip Generation Manual P.M. Peak Hour Trip Rate
Code Land Use Unit ITE Weight1 Average
Single Family Detached 210 Single Family Detached DU 0.93 100% 0.93 All Other Residential 220 Multifamily Housing (Low
Rise)
DU

0.52 36%

215 Single Family Attached DU 0.51 53%
252 Senior Housing -
Multifamily
DU

0.25 5%

255 Continuing Care DU 0.19 5%
Weighted Average 100% 0.48
Auto Services 843 Automobile Parts Sales KSF 4.86 100% 4.86 Banks 911 Walk-In Bank KSF 12.13 100% 12.13
Fast Food Restaurants [No growth forecast]
Hotel 310 Hotel room 0.47 50%
320 Motel room 0.37 50%
Weighted Average 100% 0.42
Indoor Recreation 492 Health / Fitness Club KSF 3.77 50% 493 Athletic Club KSF 3.38 50%
Weighted Average 100% 3.58
Shopping Mall [No growth forecast]
Neighborhood
Commercial
814 Variety Store KSF 6.70 6%
816 Hardware / Paint Store KSF 2.98 0%
817 Nursery / Garden Center KSF 6.58 1%
850 Supermarket KSF 8.79 55%
861 Sporting Goods Superstore KSF 2.09 1%
863 Electronic Superstore KSF 4.25 1%
875 Department Store KSF 1.95 0%
876 Apparel Store KSF 5.77 10%
880 Pharmacy / Drugstore KSF 8.51 15%
890 Furniture Store KSF 0.57 3%
975 Drinking Place KSF 6.44 7%
Weighted Average 100% 7.75
Regional Commercial 814 Variety Store KSF 6.70 6%
816 Hardware / Paint Store KSF 2.98 7%
817 Nursery / Garden Center KSF 6.58 1%
850 Supermarket KSF 8.79 15%
861 Sporting Goods Superstore KSF 2.09 3%
863 Electronic Superstore KSF 4.25 6%
875 Department Store KSF 1.95 32%
876 Apparel Store KSF 5.77 12%
880 Pharmacy / Drugstore KSF 8.51 4%
890 Furniture Store KSF 0.57 11%
925 Drinking Place KSF 6.44 2%
Weighted Average 100% 4.18
57 City of Goleta Public Facilities Impact Fee Program Update January 2026 40
Table 6.2: Vehicle Trip Rates (continued)
Travel Demand
Model
Land Use
Category
ITE Trip Generation Manual P.M. Peak Hour Trip Rate
Code Land Use Unit ITE Weight1 Average
Resort Hotel 330 Resort Hotel KSF 0.39 100% 0.39 Restaurants 931 Fine Dining Restaurant KSF 8.10 25% 932 High-turnover (sit-down) KSF 9.18 75%
Weighted Average 100% 8.91
Theater 445 Movie Theater KSF 4.91 100% 4.91 Hospitals 610 Hospital KSF 0.86 100% 0.86 Medical 630 Clinic KSF 3.67 50%
720 Medical-Dental Office KSF 3.42 50%
Weighted Average 100% 3.55
Office 710 General Office KSF 1.18 50%
770 Business Park KSF 0.79 50%
Weighted Average 100% 0.99
Heavy Industrial 130 Industrial Park KSF 0.23 100% 0.23 Light Industrial 110 General Light Industrial KSF 0.49 100% 0.49 Research &
Development
760 Research &
Development Center
KSF 0.45 100% 0.45
Notes: "DU" = dwelling unit; "KSF" = thousand building square feet. 1 Weight reflects estimated share of new development by land use category. All Other Residential estimates from Goleta fiscal impact study (see sources). Commercial land use estimates based on Easton and Owen (see sources). Other estimates reflect current land use allocations within the City and input from City staff.

Sources: Institute of Transportation Engineers, Trip Generation 12th Edition, 2025; Economics Research Associates, A Fiscal Impact Analysis of the Proposed General Plan for the City of Goleta, Sept. 7, 2006, Table II-1; Gregory Easton and John Owen, Creating Walkable Neighborhood Business Districts, June 2009, Table 2.

Total Trips from Growth
Total trips from growth are based on the trip generation rates in Table 6.2 and the growth forecast from Table 2.1 in Chapter 2. Vehicle trip rates are adjusted to exclude pass -by trips. Pass -by trips reflect trip ends that are intermediate stops between an origin and destination and therefore place additional demand on the roadway network. Pass -by rates are based on surveys conducted by the San Diego Association of Governments and provide sufficient detail by land use category. The same pass-by rates will be used when applying the fee to individual development projects to maintain the necessary consistency discussed above. New development in Goleta is estimated to generate 8,844 P.M. peak hour trips at buildout, as shown in Table 6.3.

58 Public Facilities Impact Fee Program Update City of Goleta 41 January 2026
Table 6.3: New Development Vehicle Trip Generation

Growth
(2025-Buildout)1
P.M. Peak Hour Trip
Rate
Primary
P.M.

Peak
Hour
Trips Share
Travel Demand Model
Land Use Category Amount Units
Total
Trips
Pass-
by
Trip
Share
Primary/
Diverted
Trip
Rate
Single Family Detached 978 DU 0.93 3% 0.90 880 10% All Other Residential 2,351 DU 0.48 3% 0.47 1,105 12% Auto Services1 75 KSF 4.86 10% 4.37 328 4% Banks1 5 KSF 12.13 25% 9.10 46 1% Fast Food Restaurants1 - KSF NA 40% NA NA NA Hotels 454 rooms 0.42 4% 0.40 182 2% Indoor Recreation 114 KSF 3.58 9% 3.26 372 4% Shopping Mall - KSF NA NA NA NA NA
Neighborhood Commercial1 636 KSF 7.75 40% 4.65 2,957 33% Regional Commercial1 37 KSF 4.18 20% 3.34 124 1% Resort Hotel 48 KSF 0.39 4% 0.37 18 0% Restaurants1 34 KSF 8.91 20% 7.13 242 3% Theater 65 KSF 4.91 17% 4.08 265 3% Hospitals 60 KSF 0.86 2% 0.84 50 1% Medical 75 KSF 3.55 10% 3.20 240 3% Office 1,736 KSF 0.99 4% 0.95 1,649 19% Heavy Industrial 144 KSF 0.23 3% 0.22 32 0% Light Industrial 678 KSF 0.49 2% 0.48 325 4% Research & Development 66 KSF 0.45 2% 0.44 29 0% Total Trips 8,844 100%
Notes: "DU" = dwelling unit; "KSF" = thousand building square feet. 1 Used specific rates for p.m. peak hour noted in footnote (S) of SANDAG (see sources). For Auto Services used SANDAG rate for Special Retail/Strip Commercial (other) category. For Restaurants used SANDAG rate for Sit Down/High Turnover Restaurant category.

Source: San Diego Association of Governments, (Not So) Brief Guide of Vehicular Trip Generation Rates For The San Diego Region, April 2002; Tables 2.1 and 6.2.

Cost per Trip
The cost per trip used to apply the fee to individual development projects is based on the total costs of capital improvements allocated to growth ($ 296 million) from Table 6.1, and total trips from growth (8,844) shown in Table

6.3. Total costs are reduced by the City’s existing transportation impact fee fund balance. In addition, five percent is added to the net cost for fee program administration. The total cost per trip is $35,081 as shown in Table

6.4. 59
City of Goleta Public Facilities Impact Fee Program Update January 2026 42
Table 6.4: Transportation Fee Cost per Trip

Transportation Improvement Cost: Goleta Growth Share ($1,000s) $296,040 Estimated Impact Fee Fund Balance (June 30, 2025) 1,296 Net Goleta Growth Share $294,744
Program Administration (5% of total) 15,513
Total GTIF Program Cost $310,257
P.M. Peak Hour Trips from Growth, 2017-Buildout 8,844 Proposed Fee per P.M. Peak Hour Trip $ 35,081
Sources: Tables 6.1 and 6.3.

Smart Growth and VMT Efficient Housing Discounts
As described above, the fee for each development project will be calculated by multiplying the cost per trip from Table 6.4 by the applicable ITE trip generation rate adjusted by the applicable SANDAG pass-by rate. Fees for a sample of land use categories are shown in Table 6.5.

Housing development projects that meet certain smart growth or VMT efficient criteria must be charged a lower impact fee to reflect lower levels of demand for transportation facilities.10
The Smart Growth criteria are:

1. The housing development is located within one-half mile of a transit station and there is direct access between the housing development and the transit station along a barrier -free walkable pathway not exceeding one-half mile in length.

2. The housing development is located within one-half mile from three or more of the following:
a. A supermarket or grocery store.
b. A public park.
c. A community center.
d. A pharmacy or drugstore.
e. A medical clinic or hospital.
f. A public library.
g. A school that maintains a kindergarten or any of grades 1 to 12, inclusive.
h. A licensed childcare facility.
i. A restaurant.

10 Government Code, section 66005.1
60 Public Facilities Impact Fee Program Update City of Goleta 43 January 2026

3. The housing development provides no more than one onsite parking space for zero- to two-bedroom units, and two onsite parking spaces for three or more bedroom units.

Eligible housing projects that meet the criteria would receive a 15% discount on the transportation impact fees based on Smart Growth Trip Generation Study (SANDAG, June 2010). The average reduction in trip generation from the SANDAG Study was shown to be approximately 15% relative to the Institute of Transportation Engineers (ITE) based trip generation factors for housing developments without these characteristics.

As used in this section, "housing development" means a development project with common ownership and financing consisting of residential use or mixed use where not less than 50 percent of the floor space is for residential use.

For the purposes of this section, "transit station" has the meaning set forth in paragraph (4) of subdivision (b) of Section 65460.1. "Transit station" includes planned transit stations otherwise meeting this definition whose construction is programmed to be completed prior to the scheduled completion and occupancy of the housing development. Transit headway criteria of 10 minutes or less at a transit hub served by three or more transit service lines is defined as cumulative headway versus individual servic e line headways.

The applicant/developer will be responsible for conducting the initial analysis of the relationship of the new project to the criteria in order to consider eligibility for the discount. The City of Goleta will need to verify accuracy for final determination of project’s eligibility for the discount.

61 City of Goleta Public Facilities Impact Fee Program Update January 2026 44
Table 6.5: Transportation Impact Fee Schedule (sample)
Sample Land Use
Category
Cost per
Trip
ITE P.M.

Peak
Hour
Trip
Rate
SANDAG
Pass-by
Trip
Share
Transportation
Impact Fee
Fee per
Square
Foot1
Formula a b c d = a x b x (1 - c)
e = d /
average sq. ft.

Residential
Single Family Detached $ 35,081 0.93 3% $ 31,647 per DU $ 17.67 Apartment 35,081 0.52 3% 17,695 per DU 9.88 Nonresidential
Hotel $ 35,081 0.47 4% $ 15,829 per room n/a Supermarket 35,081 8.79 40% 185,017 per KSF 185.02 General Office 35,081 1.18 4% 39,740 per KSF 39.74 General Light Industrial 35,081 0.49 2% 16,846 per KSF 16.85 Notes: "DU" = dwelling unit; "KSF" = thousand building square feet. 1 Assumes 1,791 square feet per average sized single family unit and 927 for all other residential units in Goleta based on an analysis of American Housing Survey data from 2023.

Source: San Diego Association of Governments, (Not So) Brief Guide of Vehicular Trip Generation Rates For The San Diego Region (including footnote (s)), April 2002; Tables 6.2, 6.3, and 6.4.

Use of Fee Revenue
The City may use transportation impact fee revenue for any of the capital improvements listed in Table 6.1. Some of these projects overlap with the prior nexus study and are already programmed in the City’s current (FY 2025-26 to FY 2026-27) Capital Improvement Plan. The City can revise the list of capital improvements to be funded by the fee based on updated travel demand modeling when it periodically updates the nexus analysis.

The City need not limit funding from fee revenue for each project to the fair share amounts shown in Table 6.1. The City can concentrate fee revenue on some projects in exchange for using alternative funding sources on other projects. Alternative funding sources includes state and federal transportation programs and grants. Through the planning horizon of this program (buildout), the City needs to identify approximately $259.5 million in alternative funding sources to fully fund all improvements ($ 555.6 million - $296 million). At a minimum the City needs to identify $ 95.9 million associated with correcting existing deficiencies noted in Table 6.1.

The City must allocate five percent of fee revenue to program administration. Administration costs included costs to collect and account for fee revenue, and costs to comply with the Mitigation Fee Act such as annual and five -year reporting requirements. T he City will monitor its actual program administration costs and adjust this charge accordingly when the impact fee is updated in the future.
62 Public Facilities Impact Fee Program Update City of Goleta 45 January 2026

7. BICYCLE & PEDESTRIAN FACILITIES
This chapter provides a nexus analysis, fee schedule, and estimated revenue for the City’s bicycle and pedestrian facilities impact fee . Bicycle and pedestrian facilities include sidewalks and related improvements, and bicycle paths and bike lanes whether within or outside of the street right of way.

Facility Standards
The bicycle and pedestrian facilities impact fee uses the City’s existing capital assets to determine the facility standard and provide a reasonable relationship between new development and the need for additional facilities.

The impact fee funds the expansion of bicycle and pedestrian facilities at a rate sufficient to maintain the existing ratio of facilities to service population as growth occurs. See the Facility Standard section in Chapter 3 for more explanation of this approach.

The City’s existing capital asset inventory of bicycle and pedestrian facilities and the associated facility standards is shown in Table 7.1. Service population is from Table 2.4.

Table 7.1: Bicycle & Pedestrian Facilities Standard
Facility Type
Existing Inventory
Existing
Service
Pop-
ulation
Existing
Facility
Standard
(units per
capita)
Linear
Feet
Average
Width
(ft.) Total
Formula a b c = a * b d e = c / d
Sidewalks 569,669 6 3,418,016 sq. ft. 37,525 91 Curb & Gutter 854,504 NA 854,504 ln. ft. 37,525 23 Class I Bike Paths 32,250 10 322,500 sq. ft. 37,525 9 Class II Bike Lanes 222,578 NA 222,578 ln. ft. 37,525 6 Class III Bike Boulevards 63,575 NA 63,575 ln. ft. 37,525 2 Note: Existing facility standard rounded to nearest square foot, or linear foot per capita.

Sources: City of Goleta Infrastructure Inventory Update (2025 Infrastructure Inventory Update_250221_FINAL v1.xlsx); Table 2.4.

The bicycle and pedestrian facilities costs are shown in Table 7 .2.

Replacement costs were provided by the City for use in this analysis . The total cost for new development to maintain this facility standard is $ 8,241 per capita including fee program administration costs.

63 City of Goleta Public Facilities Impact Fee Program Update January 2026 46
Table 7.2: Bicycle & Pedestrian Facilities Costs
Facility Type
Existing
Facility
Standard
(units per
capita)
Average
Replace-
ment
Cost
(per
unit)1
Total Cost
(per Capita)
Formula a b c = a * b
Sidewalks 91 sq. ft. $ 44.00 $ 4,004
Curb & Gutter 23 ln. ft. 147.00 3,381 Class I Bike Paths 9 sq. ft. 36.25 326 Class II Bike Lanes 6 ln. ft. 18.94 114 Class III Bike Boulevards 2 ln. ft. 1.89 4 Subtotal $ 7,829
Program Administration (5% of total) 412 Total $ 8,241
Note: Total Cost per Capita rounded to the nearest whole dollar. 1 Average replacement costs identified in City of Goleta 2025 Infrastructure Inventory Update.

Sources: City of Goleta 2025 Infrastructure Inventory Update (2025 Infrastructure Inventory Update_250221_FINAL v1.xlsx), Table 7.1.

Fee Schedule
The bicycle and pedestrian facilities impact fee is shown in Table 7.3. The fee is based on the cost per capita shown in Table 7.2 necessary to maintain the City’s existing capital asset facility standard.

64 Public Facilities Impact Fee Program Update City of Goleta 47 January 2026
Table 7.3: Bicycle and Pedestrian Facilities Impact Fee Land Use Category
Cost
per
Capita
Occupant
Density
(Residents/DU or
Workers/KSF)
Relative
Demand
Maximum
Justified
Fee
Fee per
Square
Foot1
Formula a b c d = a x b x (1 - c)
e = d /
average
sq. ft.

Residential
Single Family Detached $ 8,241 2.95 1.00 $ 24,311 per DU $ 13.57 All Other Residential2 8,241 2.07 1.00 17,059 per DU 18.40 Nonresidential
Retail & Commercial $ 8,241 2.33 0.20 $ 3,840 per KSF $ 3.84 Office & Medical 8,241 3.13 0.20 5,159 per KSF 5.16 Industrial 8,241 1.16 0.20 1,912 per KSF 1.91 1 Assumes 1,791 square feet per average sized single family unit and 927 for all other residential units in Goleta based on an analysis of American Housing Survey data from 2023.
2 Includes attached and detached accessory dwelling units.

Sources: Tables 2.2, 2.4, and 7.2.

Use of Fee Revenue
Estimated fee revenue through buildout based on the growth forecast presented in Chapter 2 is shown in Table 7.4.

Table 7.4: Bicycle & Pedestrian Facilities Impact Fee
Revenue
Land Use Category
Growth
(2025-
Buildout)1
Maximum
Justified
Fee2
Revenue
(2025-
Buildout)
Formula a b c = a * b
Residential
Single Family Detached 978 $ 24,311 $ 23,800,000 All Other Residential 2,351 17,059 40,100,000 Subtotal 3,329 $ 63,900,000
Nonresidential
Retail & Commercial 1,268 $ 3,840 $ 4,900,000 Office & Medical 1,871 5,159 9,700,000 Industrial 888 1,912 1,700,000 Subtotal 4,027 $ 16,300,000

Total $ 80,200,000
1 Dwelling units for residential and thousand building square feet for nonresidential land uses.
2 Per average sized dwelling unit for residential and per thousand building square feet for nonresidential land uses.

Sources: Table 2.1 and 7.3.

65 City of Goleta Public Facilities Impact Fee Program Update January 2026 48
The City may use bicycle and pedestrian facilities impact fee reve nue to fund any capital project that expands the capacity of the City’s bicycle and/or pedestrian facilities. The City programs impact fee revenue through its Capital Improvement Plan, which serves as the adopted CIP for this nexus study, as required by AB 602.

If revenue is used to replace an existing facility without expanding capacity, the project provides a joint benefit to existing and new development. In this case then the fee can fund only 2 1 percent of project costs based on new development as a share of total development at buildout (see Table 2.4).

However, if the City raises other funds for facility expansion that would accommodate growth, then the impact fee revenue that would have been used for expansion projects could be re -programmed to joint benefit projects without adhering to the funding share noted here.

The City must also allocate five percent of fee revenue to program administration. Administration costs include costs to collect and account for fee revenue, and costs to comply with the Mitigation Fee Act such as annual and five -year reporting requirements. The City will monitor its actual program administration costs and adjust this charge accordingly when the impact fee is updated in the future.

66 Public Facilities Impact Fee Program Update City of Goleta 49 January 2026

8. STORM DRAIN FACILITIES FEE
This chapter provides a nexus analysis, fee schedule, and estimated revenue for an update to the City’s storm drain facilities impact fee. Storm drain facilities include pipes, culverts, catch basins and related facilities used to convey surface storm water.

Storm Drain Demand
New development generates storm water runoff by increasing the amount of land that is impervious to precipitation. The increased stormwater runoff must be controlled through storm drain facilities. Table 8.1 shows the calculation of equivalent dwelling unit (EDU) demand factors, which relate the amount of impervious surface generated by various land uses to the amount of impervious surface generated by a typical single family dwelling unit. Density assumptions are based on typical densities from the City’s General Plan. The average percent impervious factors are derived from California EPA data.

Table 8.1: Equivalent Dwelling Units
Land Use
Density
(Units per
Acre of
KSF/Acre)1
Average
Percent
Impervious
Impervious
Surface per
DU or KSF
Equivalent
Dwelling
Unit (EDU)2
Formula a b c = b * 43,560 / a d = c / single family
Residential
Single Family Detached 5.00 0.49 4,269 1.00 All Other Residential 20.00 0.70 1,525 0.36 Nonresidential
Retail & Commercial 15.246 0.86 2,457 0.58 Office & Medical 17.424 0.69 1,725 0.40 Industrial 17.424 0.81 2,025 0.47 1 Dwelling units for residential and thousand building square feet for non-residential. Density based on typical development densities from the City's General Plan. Density based on R-SF zoning for single family detached, and R- MD zoning for all other residential. Nonresidential densities are based on floor-area-ratios (FAR) of 0.35 for retail/commercial and 0.40 for office/medical and industrial. 2 EDUs per dwelling unit for residential development and per thousand square feet for nonresidential development.

Sources: Pages 10 and 15, User’s Guide for the California Impervious Surface Coefficients, Office of Environmental Health Hazard Assessment California Environmental Protection Agency, December 2010; Tables 2-1 and 2-3, Goleta General Plan/Coastal Land Use Plan; Urban Economics.

67 City of Goleta Public Facilities Impact Fee Program Update January 2026 50
Table 8.2 applies the EDU factors calculated in Table 8.1 to the land use scenario from Table 2.1 to express demand for storm drain facilities in terms of impervious surface EDUs in the base year, at the planning horizon, and for the projected growth increment.

Table 8.2: Land Use Scenario and EDUs

EDU
Factor
Existing
(DU/
KSF)

Existing
EDUs
Projected
Growth
(DU/KSF)
Growth
in EDUs
Buildout
(DU/
KSF)
Build-
out
EDUs

Residential
Single Family Detached 1.00 5,533 5,533 978

978 6,511 6,511
All Other Residential 0.36 7,622 2,744 2,351 846 9,973 3,590 Subtotal 13,155 8,277 3,329 1,824 16,484 10,101
Nonresidential
Retail & Commercial 0.58 3,353 1,945 1,268 735 4,621 2,680 Office & Medical 0.40 3,187 1,275 1,871 748 5,058 2,023 Industrial 0.47 6,684 3,141 888 417 7,572 3,559 Subtotal 13,224 6,361 4,027

1,901 17,251 8,262

Total

14,638

3,726

18,364
Percent of Total 80% 20% 100%

Sources: Tables 8.1 and 2.1.

Facility Standards
The storm drain facilities impact fee uses the City’s existing capital assets to determine the facility standard and provide a reasonable relationship between new development and the need for additional facilities. The impact fee would fund the expansion of storm drain facilities at a rate sufficient to maintain the existing ratio of facilities to impervious surface as growth occurs. See the Facility Standard section in Chapter 3 for more explanation of this approach.

The City’s existing inventory of storm drain facilities and associated replacement costs are shown in Table 8.3. Existing storm drain EDUs are identified in Table 8.2. Dividing the existing quantifies of facilities by existing EDUs results in the existing storm drain infrastructure standards, expressed per EDU.

68 Public Facilities Impact Fee Program Update City of Goleta 51 January 2026
Table 8.3: Existing Storm Drain Facilities & Standards
Existing
EDUs
Existing
Facility
Standard
(units per
EDU) Facility Type Quantity Units
Underground Drainage 129,433 Linear Feet 14,638 8.84 Inlets 823 Each 14,638 0.06
Outlets 336 Each 14,638 0.02
Maintenance Holes 587 Each 14,638 0.04
Surface Drainage (Channel) 21,175 Cubic Yards 14,638 1.45 Notes: Replacement costs provided by City for use in this analysis based on recent project bid results and Caltrans data, adjusted for inflation into 2025 dollars. Cost per linear foot is the weighted average cost across all types of materials for a given diameter.

Sources: City of Goleta Infrastructure Inventory Update, 2026; Table 8.2.

The existing storm drain facilities cost standard in Table 8.4. The infrastructure standards from Table 8.3 are multiplied by the average replacement cost for each facility type to determine the existing cost standard per EDU. Unit replacement costs were provided by City for use in this analysis based on recent project bid results and Caltrans data, and were adjusted for inflation into 2025 dollars. The cost for new development to maintain the existing storm drain infrastructure facility standards is $10,845 per EDU including fee program administration costs.

Table 8.4: Storm Drain Facilities Cost Standard
Facility Type
Existing Facility
Standard
(units per EDU)
Average
Replace-
ment
Cost
(per unit)1
Total Cost
(per EDU)
Formula a b c = a * b
Underground Drainage 8.84 ln. ft. $ 559 $ 4,943 Inlets 0.06 each 12,326 693 Outlets 0.02 each 9,440 217 Maintenance Holes 0.04 each 22,600 906 Surface Drainage (Channel) 1.45 c.y. 2,450 3,544 Subtotal $ 10,303
Program Administration (5% of total) 542
Total $ 10,845
Note: Total Cost per EDU rounded to the nearest whole dollar. 1 Average replacement costs identified in City of Goleta 2026 Infrastructure Inventory Update.

Sources: City of Goleta 2026 Infrastructure Inventory Update, Table 8.3

69 City of Goleta Public Facilities Impact Fee Program Update January 2026 52
Fee Schedule
The storm drain facilities impact fee is shown in Table 8.5. The fee is based on the cost per EDU shown in Table 8.4 necessary to maintain the City’s existing capital asset facility standard.

Fees adopted at this level would allow the City to provide facilities to new development at the same ratio of facilities to impervious surface that currently exists in the City of Goleta today. As a policy decision, the City can adopt any fee lower than the maximum justified amounts.

Table 8.5: Storm Drain Facilities Impact Fee Schedule
Land Use Category
Cost
per
EDU
EDU
Factor
Maximum
Justified
Fee
Fee per
Square
Foot1
Formula a b c = a * b
d = c /
average
sq. ft.

Residential
Single Family Detached $10,845 1.00 $10,845 per DU $6.06 All Other Residential2 10,845 0.36 3,904 per DU 4.21 Nonresidential
Retail & Commercial $10,845 0.58 $ 6,290 per KSF $6.29 Office & Medical 10,845 0.40 4,338 per KSF 4.34 Industrial 10,845 0.47 5,097 per KSF 5.10 1 Assumes 1,791 square feet per average sized single family unit and 927 for all other residential units in Goleta based on an analysis of American Housing Survey data from 2023. 2 Includes attached and detached accessory dwelling units.

Sources: Tables 2.2, 2.4, and 8.2.

Use of Fee Revenue
Estimated fee revenue through buildout based on the growth forecast presented in Chapter 2 is shown in Table 8.6. The City is currently pursing the development of a Storm Drain Master Plan (Project No. 9085) which will be used to identify capacity expanding storm drain projects.

70 Public Facilities Impact Fee Program Update City of Goleta 53 January 2026
Table 8.6: Storm Drain Facilities Impact Fee Revenue
Land Use Category
Growth
(2025-
Buildout)1
Maximum
Justified
Fee2
Revenue
(2025-
Buildout)
Formula a b c = a * b
Residential
Single Family Detached 978 $ 10,845 $ 10,600,000 All Other Residential 2,351 3,904 9,200,000 Subtotal 3,329 $ 19,800,000
Nonresidential
Retail & Commercial 1,268 $ 6,290 $ 8,000,000 Office & Medical 1,871 4,338 8,100,000 Industrial 888 5,097 4,500,000 Subtotal 4,027 $ 20,600,000

Total $ 40,400,000
Note: Fee revenue rounded to nearest $100,000.
1 Dwelling units for residential and thousand building square feet for nonresidential land uses. 2 Per average sized dwelling unit for residential and per thousand building square feet for nonresidential land uses.

Sources: Table 8.2 and 8.5.

The City may use storm drain facilities impact fee revenue to fund any capital project that expands the capacity of the City’s storm drain facilities.

The City programs impact fee revenue through its Capital Improvement Plan, which serves as the adopted CIP for this nexus study, as required by AB 602.

If revenue is used to replace an existing facility without expanding capacity, the project provides a joint benefit to existing and new development. In this case then the fee can fund only 2 0 percent of project cost s based on new development as a share of total development at buildout (see Table 8.2).

However, if the City raises other funds for facility expansion that would accommodate growth, then the impact fee revenue that would have been used for expansion projects could be re -programmed to joint benefit projects without adhering to the funding share noted here.

ID TITLE
In 2018 DIF
2018 DIF Cost
($1,000's)
Completed
In 2025 DIF
Existing Signal
Signal Warrant
2025 Original
Scope Cost
($1,000's)
2025 Roundabout
Option Cost
($1,000's)
Notes
Original Scope Sketch
RBT Option Sketch
Final Sketches
Original Scope
Estimate
RBT Option Estimate
Final EstimatesMNS Notes
I-01 Fairview Avenue/Calle Real Intersection Improvements Y $1,990 Y Y Y $7,650 $40,100 Y Y Y Y 2 I-02 Fairview Avenue at US101 SB On-Ramp Improvements Y $6,650 Y Y Y $28,800 Y Y 1 I-03 Fairview Avenue at US 101 NB On-Ramp Improvements Y $2,550 Y Y Y $7,200 $13,300 Y Y Y Y 2 I-07 Hollister Widening - West of Storke Road Y $1,700 Y Y Y $3,620 Y 1 Y 1 I-08 Patterson Avenue at US101 SB Ramp Improvements Y $12,300 Y Y Y $44,450 Y 1 Y 1 I-09 Patterson Avenue at US 101 NB Ramp Improvements Y $1,620 Y Y Y Y Constructed I-12-02 New Intersection Control - Calle Real / Carlo Drive Y $792 Y Y $1,460 $8,500 Y Y Y 2 "Typical Project" estimates I-12-02 (I4) New Intersection Control - Cathedral Oaks Road / Hollister Avenue / US 101 NB Ramps Y $792 Y Y $2,180 $9,100 Y Y Y 2 "Typical Project" estimates I-12-03 (R4) New Intersection Control - Calle Real / N La Patera Lane Y $792 Y Y $1,460 $8,500 Y Y Y 2 "Typical Project" estimates I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road Y $792 Y Y $1,460 $11,650 Y Y Y 2 "Typical Project" estimates I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane Y $792 Y Y $1,860 $12,550 Y Y Y 2 "Typical Project" estimates I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road Y $792 Y Y $2,180 $11,850 Y Y Y 2 "Typical Project" estimates I-12-08 New Intersection Control - Fairview Avenue / Berkeley Road Y $792 Y Y $2,180 $16,900 Y Y Y 2 "Typical Project" estimates I-12-09 New Intersection Control - Fairview Avenue / Shirrell Way Y $792 Y Removed from list by City I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive Y $792 Y Y $2,350 RBT removed from list by City Y 1 "Typical Project" estimate I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive Y $792 Y Y $2,180 $13,850 Y Y Y 2 "Typical Project" estimates I-12-12 New Intersection Control - Hollister Avenue / La Sumida Gardens Lane Y $792 Y Y $1,700 $11,150 Y Y Y 2 "Typical Project" estimates I-12-23 New Intersection Control - Carlo Drive / Cathedral Oaks Road Y $8,050 ID'd in 2025 analysis Y 1 "Typical Project" estimate I-12-24 New Intersection Control - Cathedral Oaks Avenue / Patterson Avenue Y Removed from list by City I-12-27 New Intersection Control - Cathedral Oaks / 101 SB-Ramp Y $34,000 ID'd in 2025 analysis Y 1 "Typical Project" estimate I-12-28 New Intersection Control - Cremona Drive / Hollister Avenue Removed from list by City I-12-29 New Intersection Control - Sperling Preserve / Ellwood Dwy / Hollister Avenue Removed from list by City I-12-30 New Intersection Control - Hollister Avenue / Palo Alto Drive Y $10,200 ID'd in 2025 analysis Y 1 "Typical Project" estimate I-12-31 New Intersection Control - Hollister Avenue / Santa Felicia Drive Y Y $2,180 RBT removed from list by City Y 1 "Typical Project" estimate I-12-32 New Intersection Control - Storke Avenue / Santa Felicia Drive Y Y $270 RBT removed from list by City Y 1 "Typical Project" estimate I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue Y $9,250 ID'd in 2025 analysis Y 1 "Typical Project" estimate I-12-34 New Intersection Control - Hollister Avenue / Cortona Drive Y Y $1,700 RBT removed from list by City Y 1 "Typical Project" estimate I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road Y $8,800 Added in 2026 1 "Typical Project" estimate I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue Y $9,250 Added in 2026 1 "Typical Project" estimate I-13 Hollister Avenue at Kellogg Avenue Y $465 Y Y Y In construction (Project Connect) I-16 Glen Annie Road at US 101 NB Ramps Y $395 Y Y Y Constructed I-18 Storke Road at US101 SB Ramps Y $4,380 Y Y Y $22,400 Y Y 1 I-21 Los Carneros Road at Hollister Avenue Y $1,620 Y Removed from list by City I-22 Hollister Avenue / Fairview Avenue Intersection Improvements Y $6,700 Y Y Y $15,850 Y Y 1 R-01a.1 Hollister Avenue at Route 217 Southbound Ramps (Roundabout) Y $6,700 Y In construction (Project Connect) R-01a.2 Hollister Avenue at Route 217 Northbound Ramps (Roundabout) Y $5,650 Y In construction (Project Connect) R-01a.3 Fowler Road Extension Y $6,050 Y In construction (Project Connect) R-01a.4 Ekwill Street Extension Y $8,650 Y In construction (Project Connect) R-02 Hollister Avenue Complete Streets Corridor Plan Y $5,050 Y $10,750 Y Y 1 R-04.2 La Patera Road/US 101 Crossing Y $60,600
R-05 Goleta US 101 Bike/Ped Overcrossing Y $28,850 Y $92,300 Converted to bike and ped only Y Y 1 R-09 Phelps Road Extension Y $4,650 Y $18,800 Y Y 1
R-10 US 101 NB Aux Lane Between Los Carneros Road and Storke Road Y $4,310 Y $22,650 Y Y 1 R-11 US 101 NB/SB Aux Lanes Between Fairview Avenue and Los Carneros Road Y $10,900 Y $33,500 Y Y 1 R-12 Storke Road Widening: Phelps Road to City Limits Y $2,350 Y $6,000 Y Y 1 R-13 Los Carneros Way Realignment Y $3,890 Y $23,650 Y Y 1 R-14 South Fairview Avenue Widening Y $2,040 Y $6,200 Y Y 1 R-18 Los Carneros Road / Calle Koral Roadway Widening Y $1,580 Removed from list by City T-1 Goleta Train Depot and La Patera Lane Improvements Y $19,700 Y Total 49 37 $220,052 8 35 11 25 $446,530 $157,450 15 11 2 32 11 45 SUM OF ALL PROJECTS (MINIMUM) $428,480 TOTAL SKETCHES 26 Complete SUM OF ALL PROJECTS (MAXIMUM) $554,420 TOTAL ESTIMATES 43 Complete105% 8%

DELIVERABLES
72 I-01 Fairview Avenue at Calle Real (Roundabout)
Description:

Scope:

Limits:

Estimate Type: Estimate Date: 20-Jan-26
Working Days:
240
Current Year Costs Section
Earthwork 1,141,700$ + 1
Pavement Structural Section 1,722,300$ + 2 Drainage 362,100$ + 3
Specialty Items -$ + 4
Environmental 650,000$ + 5
Traffic Items 825,000$ + 6
Minor Items 1,128,300$ + 7
Roadway Mobilization 583,000$ + 8 Roadway Contingency 1,282,500$ + 9
TOTAL ROADWAY COST 7,694,900$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 7,695,000$ =
TOTAL RIGHT OF WAY COST 27,500,000$ = 11
Management Support 769,500$
+ 10%
PA&ED Support 769,500$ + 10%
PS&E Support 1,154,300$ + 15%
Right of Way Support 153,900$ + 2% Construction Support 1,231,200$ + 16% Support Contingency 815,700$ + 20% of Support Costs TOTAL SUPPORT COST 4,895,000$ =
Total Estimated Project Costs:
40,100,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
• Construct two lane roundabout to improve congestion at one of the busiest intersections in the City.Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection and each leg of Fairview Avenue and Calle Real. https://api.box.com/wopi/files/1991456334959/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-01 RAB Estimate 1-Summary 73 I-01 Fairview Avenue at Calle Real (Roundabout)
SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 5,833 x 110.00 = 641,630 $ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 500,000 = 500,000 $
TOTAL EARTHWORK SECTION ITEMS 1,141,700$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 2,855 x 237.97 = 679,404 $ 2 Class 2 Aggregate Base CY 2,917 x 134.30 = 391,753 $ 3 Slurry Seal TN 28 x 2,700.00 = 75,600 $ 4
Minor Concrete (Miscellaneous Construction) CY 404 x 1,424.58 = 575,530 $ 5,6,7,8 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,722,300$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 9 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500 $ 10 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1991456334959/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-01 RAB Estimate 2-Roadway A 74 I-01 Fairview Avenue at Calle Real (Roundabout)
SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 400,000 = 400,000 $
Irrigation System LS 1 x 125,000 = 125,000 $
Plant Establishment Work LS 1 x 65,000 = 65,000 $
Implement Erosion Control LS 1 x 25,000 = 25,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 35,000 = 35,000 $ TOTAL ENVIRONMENTAL 650,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 725,000 = 725,000 $ 11 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 100,000 = 100,000 $ TOTAL TRAFFIC ITEMS 825,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 6.0% $ 282,066 Stage Construction and Traffic Handling 8.0% $ 376,088 ADA Items 4.0% $ 188,044
Other Minor Items 6.0% $ 282,066
Total of Section 1-6 x 24.0% = 1,128,264$
TOTAL MINOR ITEMS 1,128,300$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 582,940$
TOTAL MOBILIZATION 583,000$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 1,282,480$
TOTAL CONTINGENCY 1,282,500$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
4,701,100$
5 ,829,400$
6,412,400$
https://api.box.com/wopi/files/1991456334959/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-01 RAB Estimate 3-Roadway B 75 I-01 Fairview Avenue at Calle Real (Roundabout)
SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE
Name / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 17,500 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS 1 x 500,000 =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF 1 x 2,000,000 =
Relocation Assistance LS x =
Right of Way Contingency LS 300% x 6,875,000 =

TOTAL RIGHT OF WAY ESTIMATE
20,625,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
2,000,000$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
2 7,500,000$
-$
4,375,000$
-$
500,000$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1991456334959/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-01 RAB Estimate 4-Structures & RW 76 I-01 Fairview Avenue at Calle Real (Roundabout)
NOTE NO. 1
Roadway excavation area (from CAD)
SF
Depth of AC

0.75 feet
Depth of base

2.25 feet
Roadway excavation = width * length * depth
CF
CY RESULT NO. 1 5,833
NOTE NO. 2
AC pavement area (from CAD)
SF
Depth of AC

0.75 feet
Roadway excavation = width * length * depth
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 2 2,855
NOTE NO. 3
Aggregate base area (from CAD)
SF
Depth of base

1.50 feet
Roadway excavation = width * length * depth
CF
CY
RESULT NO. 3 2,917
NOTE NO. 4
Approaches to project
Length along:
150 feet northerly Fairview
150 feet easterly Calle Real
50 feet southerly Fairview
150 feet westerly Calle Real
Width
86 feet northerly Fairview
72 feet easterly Calle Real
56 feet southerly Fairview
102 feet westerly Calle Real
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 4 28
78,750
2,917
41,800
1,500
28 5,833
52,500
39,375
2,855
52,500

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
52,500
157,500
https://api.box.com/wopi/files/1991456334959/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-01 RAB Estimate 5-Notes & Calculations 77 I-01 Fairview Avenue at Calle Real (Roundabout)

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
New sidewalk length
225 feet Fairview NW
100 feet Fairview NE
420 feet Calle Real NE
100 feet Calle Real SE
100 feet Fairview SE
110 feet Fairview SW
200 feet Calle Real SW
225 feet Calle Real NW
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 5 183
NOTE NO. 6
New Caltrans A2-6 curb and gutter length
240 feet Fairview NW
115 feet Fairview NE
450 feet Calle Real NE
110 feet Calle Real SE
110 feet Fairview SE
120 feet Fairview SW
225 feet Calle Real SW
240 feet Calle Real NW
feet TOTAL
Volume / foot

0.06 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
RESULT NO. 6 95
NOTE NO. 7
Driveways and truck apron
4 each
25 feet length
100 feet TOTAL
Driveway width
20 feet
Driveway area
SF
Truck apron (CAD)
SF
Concrete thickness
6 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 83
2000
2500
2250
83 1480
4933
183
1610
95 https://api.box.com/wopi/files/1991456334959/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-01 RAB Estimate 5-Notes & Calculations 78 I-01 Fairview Avenue at Calle Real (Roundabout)

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 8
New Caltrans A1-6 curb length
500 feet northerly Fairview
500 feet easterly Calle Real
225 feet southerly Fairview
450 feet westerly Calle Real
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
RESULT NO. 8 43
NOTE NO. 9
New drop inlets - assumed one each side of the road on each leg 8 each
Depth of drop inlets
5 feet
Drop inlet volume - Caltrans OL-10
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Miscellaneous Construction)
24 CY
RESULT NO. 9 24
NOTE NO. 10
Estimated length of RCP
feet RESULT NO. 10 1,500
NOTE NO. 11
New street lights
20 each
Cost per street light
Total lights
Connection
RESULT NO. 11 725,000$
43 1,500
35,000 $
700,000$
25,000$
1,675
https://api.box.com/wopi/files/1991456334959/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-01 RAB Estimate 5-Notes & Calculations 79 I-01 Fairview Avenue at Calle Real Traffic Signal Description:

Scope:

Limits:

Estimate Type: Estimate Date: 20-Jan-26
Working Days:
160
Current Year Costs Section
Earthwork 191,600$ + 1
Pavement Structural Section 328,900$ + 2 Drainage 34,900$ + 3
Specialty Items -$ + 4
Environmental 15,000$ + 5
Traffic Items 840,000$ + 6
Minor Items 282,100$ + 7
Roadway Mobilization 169,300$ + 8 Roadway Contingency 372,400$ + 9
TOTAL ROADWAY COST 2,234,200$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 2,234,000$ =
TOTAL RIGHT OF WAY COST 3,947,000$ = 11
Management Support 223,400$
+ 10%
PA&ED Support 223,400$ + 10%
PS&E Support 335,100$ + 15%
Right of Way Support 44,700$ + 2% Construction Support 357,500$ + 16% Support Contingency 236,900$ + 20% of Support Costs TOTAL SUPPORT COST 1,421,000$ =
Total Estimated Project Costs:
7,650,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
• Construct second through lane on Calle Real EB by adding separate right turn pocket. • Construct left turn lane on Fairview Avenue NB to accommodate double left turn lanes. • Widen south side of Calle Real to accommodate additional through lane. • Construct additional left turn lane on Fairview Avenue NB to accommodate double left turn lanes. • Widen east side of Fairview Avenue to accommodate additional lane. • Construct Class II bike lanes in both directions on Fairview Avenue and Class IV on west leg. • Remove sidewalk from west side of Fairview Avenue.

Demolition; pavement widening; traffic signal modification; pavement delineation with slurry seal; drainage modifications; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection and Calle Real west leg and Fairview Avenue south leg. https://api.box.com/wopi/files/2090519406708/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-01 TS Estimate 1-Summary 80 I-01 Fairview Avenue at Calle Real Traffic Signal SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 885 x 160.00 = 141,600 $ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 50,000 = 50,000 $
TOTAL EARTHWORK SECTION ITEMS 191,600$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 316 x 418.28 = 132,176 $ 2 Class 2 Aggregate Base CY 242 x 295.45 = 71,499 $ 3 Slurry Seal TN 7 x 3,507.95 = 24,556 $ 4
Minor Concrete (Miscellaneous Construction) CY 83 x 1,212.77 = 100,660 $ 5 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 328,900$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 2 x 2,900.00 = 5,800 $ 7 Reinforced Concrete Pipe LF 60 x 485.00 = 29,100 $ 8 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 34,900$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/2090519406708/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-01 TS Estimate 2-Roadway A 81 I-01 Fairview Avenue at Calle Real Traffic Signal SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS x = -$
Irrigation System LS x = -$
Plant Establishment Work LS x = -$
Implement Erosion Control LS x = -$
Prepare and Implement SWPPP / WPCP LS 1 x 15,000 = 15,000 $ TOTAL ENVIRONMENTAL 15,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 700,000 = 700,000 $ 11
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 40,000 = 40,000 $ 12 TOTAL TRAFFIC ITEMS 840,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 70,520 Stage Construction and Traffic Handling 5.0% $ 70,520 ADA Items 5.0% $ 70,520
Other Minor Items 5.0% $ 70,520
Total of Section 1-6 x 20.0% = 282,080$
TOTAL MINOR ITEMS 282,100$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 169,250$
TOTAL MOBILIZATION 169,300$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 372,360$
TOTAL CONTINGENCY 372,400$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
1,410,400$
1 ,692,500$
1,861,800$
https://api.box.com/wopi/files/2090519406708/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-01 TS Estimate 3-Roadway B 82 I-01 Fairview Avenue at Calle Real Traffic Signal SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 6,525 x 250.00 = 9 Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition LS 1 x 1,000,000 = 10
Relocation Assistance LS x =
Right of Way Contingency LS 50% x 2,631,153 =

TOTAL RIGHT OF WAY ESTIMATE
1,315,576$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
1,000,000$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
3 ,946,700$
-$
1,631,153$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/2090519406708/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-01 TS Estimate 4-Structures & RW 83 I-01 Fairview Avenue at Calle Real Traffic Signal NOTE NO. 1
Roadway excavation area (from CAD)
SF Widenings
SF Sidewalks
SF Remove sidewalk
Depth
feet
Volume = (Sum of Areas) * Depth
CF
CY
RESULT NO. 1 885
NOTE NO. 2
AC pavement area (from CAD)
Area (from CAD)
SF
Depth
feet
Tonnage = Area * Depth * 145 lbs/CF / 2000lbs/ton
ton RESULT NO. 2 316
NOTE NO. 3
Aggregate base
Area (from CAD)
SF
Depth
feet
Volume = area * depth
CF
CY
RESULT NO. 3 242
NOTE NO. 4
Slurry seal
Area feet
Tonnage = area / 1500SF/TN TN
RESULT NO. 4 7
NOTE NO. 5
Concrete Sidewalks Concrete Curb and Gutter Type A2-6 per Caltrans Sidewalks Area (from CAD) Volume / foot
2583 SF 0.06 CY/foot
Depth Length

0.33 feet 566 feet (West)
Volume = Area * Depth 297 feet (East)
861 CF Volume = Volume / foot * (Sum of length)
32 CY CY
RESULT NO. 5 83

7.487493
51 6532

1.00 6532
242
11231.24

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
6532
2583
5215

1.67 23884
885
6532

0.67 316
https://api.box.com/wopi/files/2090519406708/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-01 TS Estimate 5-Notes & Calculations 84 I-01 Fairview Avenue at Calle Real Traffic Signal

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 6
Drainage Impacts
Red
Blue
RESULT NO. 6 Notes 7&8 Info
NOTE NO. 7
Drainage System Needed (shown in Note 6)
Curb Inlets Type OS (H=6'), cast in place per Caltrans standard plans:

Concrete / Structure
CY for H = 3'
CY per each additional foot
CY EA
RESULT NO. 7 2
NOTE NO. 8
Assumed Drainage System Needed shown in Note 6.

Reinforced Concrete Pipe Length 60 feet RESULT NO. 8 60 NOTE NO. 9
Acquisition - Commercial Property
Row to add Class IV lanes on west leg
Length
300 LF
Width
16 FT
Total
4800 SF
RoW Take East of Fairview
661 SF
RoW Take South of Calle Real
763 SF
RoW for SD
300 SF
Total
1725 SF
RESULT NO. 9 6,525
New pipe connecting new structure and the
existing structure on the south side of Calle
Real

1.53 0.278

2.364
High value due to nature of
business.

Remove curb inlet located on east side of
Fairview
Remove pipe connecting this structure to the
curb inlet on the south side of Calle Real
New curb inlet on east side of widened
Fairview
https://api.box.com/wopi/files/2090519406708/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-01 TS Estimate 5-Notes & Calculations 85 I-01 Fairview Avenue at Calle Real Traffic Signal

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 10
Clearance/ Demo Area
SF
RESULT NO. 10 650
NOTE NO. 11
Signal and Lighting
Scale:

Legs:

Cost: RESULT NO. 11 $700,000
NOTE NO. 12
Permanent Pavement Delineation
Cost RESULT NO. 12 $40,000
650
Remove gas filling station
island and canopy.

High cost due to nature of
structure.
$40,000
4 Major
$700,000
https://api.box.com/wopi/files/2090519406708/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-01 TS Estimate 5-Notes & Calculations 86 I-02 Fairview Avenue at US 101 Southbound Ramps
Description:

Scope:

Limits:

Estimate Type: Estimate Date: 20-Jan-26
Working Days:
240
Current Year Costs Section
Earthwork 847,600$ + 1
Pavement Structural Section 659,400$ + 2 Drainage -$ + 3
Specialty Items 2,132,700$ + 4
Environmental 200,000$ + 5
Traffic Items 920,000$ + 6
Minor Items 761,600$ + 7
Roadway Mobilization 552,200$ + 8 Roadway Contingency 1,822,100$ + 9
TOTAL ROADWAY COST 7,895,600$ =
TOTAL STRUCTURES COST 6,205,100$ + 10 TOTAL CONSTRUCTION COST 14,101,000$ =
TOTAL RIGHT OF WAY COST 4,950,000$ = 11
Management Support 1,410,100$
+ 10%
PA&ED Support 1,410,100$ + 10%
PS&E Support 2,115,200$ + 15%
Right of Way Support 282,100$ + 2% Construction Support 2,256,200$ + 16% Support Contingency 2,242,200$ + 30% of Support Costs TOTAL SUPPORT COST 9,716,000$ =
Total Estimated Project Costs:
28,800,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
Construct additional right-turn lane from Fairview Avenue NB to US 101 SB on-ramp. • Construct pork chop island with pedestrian/bike activated signal at the SB on-ramp. • Widen US 101 SB on-ramp to three lanes to allow free right onto on-ramp. • Provide Class I facility on west side of roadway/bridge from Hollister to ramps. • Existing Class II bike lane NB will remain on the east shoulder of Fairview Avenue.

Demolition; pavement widening; pavement delineation and slurry seal; railroad overhead widening (bridge); retaining wall; guard railing; traffic signal modifications, railroad coordination.

Planning (Caltrans)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection, Fairview Avenue south leg and US 101 on-ramp. https://api.box.com/wopi/files/1936073983177/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-02 Estimate 1-Summary 87 I-02 Fairview Avenue at US 101 Southbound Ramps
SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 443 x 228.81 = 101,363 $ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 919 x 40.00 = 36,760 $ 3
Structure Excavation (Retaining Wall) CY 1,087 x 300.00 = 326,100 $ 4 Structure Backfill (Retaining Wall) CY 795 x 325.00 = 258,375 $ 5 Clearing & Grubbing LS 1 x 125,000 = 125,000 $
TOTAL EARTHWORK SECTION ITEMS 847,600$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 347 x 418.28 = 145,143 $ 6 Class 2 Aggregate Base CY 266 x 295.45 = 78,590 $ 7 Slurry Seal TN 19 x 3,507.95 = 66,651 $ 8
Minor Concrete (Miscellaneous Construction) CY 259 x 1,424.58 = 368,966 $ 15 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 659,400$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF 652 x 22.04 = 14,370$ 9 Chain Link Fence LF 248 x 75.00 = 18,600$ 10
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF 900 x 214.48 = 193,032 $ 11 Structural Concrete, Retaining Wall CY 1,700 x 1,121.58 = 1,906,686$ 12 TOTAL SPECIALTY ITEMS 2,132,700$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1936073983177/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-02 Estimate 2-Roadway A 88 I-02 Fairview Avenue at US 101 Southbound Ramps
SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 80,000 = 80,000 $
Irrigation System LS 1 x 40,000 = 40,000 $
Plant Establishment Work LS 1 x 30,000 = 30,000 $
Implement Erosion Control LS 1 x 25,000 = 25,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 25,000 = 25,000 $ TOTAL ENVIRONMENTAL 200,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 900,000 = 900,000 $ 13
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 20,000 = 20,000 $ TOTAL TRAFFIC ITEMS 920,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 237,985 Stage Construction and Traffic Handling 5.0% $ 237,985 ADA Items 1.0% $ 47,597
Other Minor Items 5.0% $ 237,985
Total of Section 1-6 x 16.0% = 761,552$
TOTAL MINOR ITEMS 761,600$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 552,130$
TOTAL MOBILIZATION 552,200$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,822,050$
TOTAL CONTINGENCY 1,822,100$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
4,759,700$
5 ,521,300$
6,073,500$
https://api.box.com/wopi/files/1936073983177/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-02 Estimate 3-Roadway B 89 I-02 Fairview Avenue at US 101 Southbound Ramps
SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 32 LF 0 LF 0 LF
Total Bridge Length 113 LF 0 LF 0 LF
Total Area (Square Feet) 3616 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 30%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 9,000 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS 1 x 750,000 = 14
Railroad - Flaggers LS 1 x 300,000 =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 50% x 3,300,000 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ 4,339,200
$ 433,920
$ 1,431,936
750,000$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
6,205,100$
4 ,950,000$
-$
2,250,000$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
UPRR OH xxxxxxxxx xxxxxxxxx
6 0 0
--Select Bridge Type--PC/PS I --Select Bridge Type--
1,650,000$
Cost
7 5 5
5 5 5
$1,200 $0 $0
4,339,200$ -$ -$ 300,000$
-$
https://api.box.com/wopi/files/1936073983177/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-02 Estimate 4-Structures & RW 90 I-02 Fairview Avenue at US 101 Southbound Ramps
NOTE NO. 1
Roadway excavation area (from CAD)
SF Widenings
Depth
feet
Volume = (Sum of Areas) * Depth
CF
CY RESULT NO. 1 443
NOTE NO. 2
Images show worst case. This case is carried out along entire wall length.

Length feet Length feet
Structure Excavation SF Structure Excavation SF
Structure Backfill SF Structure Backfill SF
Import Borrow SF Import Borrow SF
Retaining Wall SF Retaining Wall SF
RESULT NO. 2 Information Only
NOTE NO. 3
Import borrow (See note 2)
Cross Section A-A Cross Section B-B
74 SF 25 SF
Length Length
115 feet 652 feet
Volume = area * length Volume = area * length
CF CF
CY CY RESULT NO. 3 919
8,510 16,300
315 604
28 28
74 25

43.54 36.41
11972
443
115 652
38 38

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
7183

1.67 https://api.box.com/wopi/files/1936073983177/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-02 Estimate 5-Notes & Calculations 91 NOTE NO. 4
Structure Ex (See note 2)
Cross Section A-A Cross Section B-B
38 SF 38 SF
Length Length
115 feet 652 feet
Volume = area * length Volume = area * length
CF CF
CY CY RESULT NO. 4 1,087
NOTE NO. 5
Structure Backfill (See note 2)
Cross Section A-A Cross Section B-B
28 SF 28 SF
Length Length
115 feet 652 feet
Volume = area * length Volume = area * length
CF CF
CY CY
RESULT NO. 5 795
NOTE NO. 6
AC Pavement
Widening Area (from CAD)
SF
Depth
feet
Tonnage = Area * Depth * 145lbs/CF / 2000lbs/ton
ton RESULT NO. 6 347
NOTE NO. 7
Aggregate base
Area (from CAD)
SF Widenings
Depth
feet
Volume = (Sum of Areas) * Depth
CF
CY
RESULT NO. 7 266
NOTE NO. 8
Slurry seal
Area (from CAD) SF
Tonnage = area / 1500SF/TN 19.1 TN RESULT NO. 8 19
NOTE NO. 9
Remove guard rail along ramp. Length equal to wall in Cross Section B-B (See Note 2) RESULT NO. 9 652
NOTE NO. 10
Chain Link Fence along Fairview
On Structure 133 ft
On Wall A-A 115 ft RESULT NO. 10 248
7183
266
28643.43
7183

0.67 347
7183

1.00 163 924
3,220 18,256
119 676
4,399 24,939
https://api.box.com/wopi/files/1936073983177/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-02 Estimate 5-Notes & Calculations 92 NOTE NO. 11
Concrete Barrier on Walls and Structure
On Structure 133 ft
On Wall A-A 115 ft
On Wall B-B 652 ft
RESULT NO. 11 900
NOTE NO. 12
Structural Concrete
Cross Section A-A Cross Section B-B
47 SF 36 SF
Length Length
115 feet 652 feet
Volume = area * length Volume = area * length
CF CF
CY CY
Wall on westside for bike path widening
Cross Section
28 SF
Length
600 feet
Volume = area * length
CF
CY
TOTAL
CY
RESULT NO. 12 1,700
NOTE NO. 13
Traffic signal
2 x Modifications
RESULT NO. 13 900,000$
NOTE NO. 14
UPRR TCE components
Engineering, permitting, fees, miscellaneous items
TCE acquisition costs
RESULT NO. 14 500,000$
NOTE NO. 15
Bike Path Pavement
Width
FT
Length
FT
Depth
FT
Volume
7000 CF
259 CY RESULT NO. 15 259$
1,000

0.50 16,800
198 879
622
14 450,000 $
250,000 $
250,000 $
1,700
5,352 23,739
https://api.box.com/wopi/files/1936073983177/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-02 Estimate 5-Notes & Calculations 93 I-03 Fairview Avenue at US 101 Northbound Ramps
Description:

Scope:

Limits:

Estimate Type: Estimate Date: 16-Jan-26
Working Days:
120
Current Year Costs Section
Earthwork 285,100$ + 1
Pavement Structural Section 848,700$ + 2 Drainage -$ + 3
Specialty Items -$ + 4
Environmental 125,000$ + 5
Traffic Items 900,000$ + 6
Minor Items 539,700$ + 7
Roadway Mobilization 269,900$ + 8 Roadway Contingency 890,600$ + 9
TOTAL ROADWAY COST 3,859,000$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 3,859,000$ =
TOTAL RIGHT OF WAY COST 650,000$ = 11 Management Support 385,900$
+ 10%
PA&ED Support 385,900$ + 10%
PS&E Support 578,900$ + 15%
Right of Way Support 77,200$ + 2% Construction Support 617,500$ + 16% Support Contingency 613,700$ + 30% of Support Costs TOTAL SUPPORT COST 2,660,000$ =
Total Estimated Project Costs:
7,200,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
• Construct through lane WB on US 101 NB off-ramp to Fairview Avenue SB. • Widen the north side of US 101 NB off-ramp to accommodate the new lane. • Replace traffic signals at intersection.
• Relocate light standards at intersection.
• Add additional right turn lane from Fairview Avenue NB to the US 101 NB on-ramp. • Widen US 101 NB on-ramp to accommodate a separate right turn from Fairview Avenue. • Add Class I bike path on west side.

Demolition; pavement widening; AC overlay; pavement delineation and slurry seal; traffic signal modification; landscaping.

Planning (Caltrans)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection and US 101 NB off-ramp.
https://api.box.com/wopi/files/1980599882194/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-03 Estimate 1-Summary 94 I-03 Fairview Avenue at US 101 Northbound Ramps
SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 885 x 160.00 = 141,600 $ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 5,925 x 20.00 = 118,500 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 25,000 = 25,000 $
TOTAL EARTHWORK SECTION ITEMS 285,100$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 693 x 418.28 = 289,868 $ 3 Class 2 Aggregate Base CY 790 x 134.30 = 106,097 $ 4 Slurry Seal TN 31 x 2,700.00 = 83,700 $ 5
Minor Concrete (Miscellaneous Construction) CY 259 x 1,424.58 = 368,966 $ 8 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 848,700$
SECTION 3: DRAINAGE Unit 650000 Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1980599882194/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-03 Estimate 2-Roadway A 95 I-03 Fairview Avenue at US 101 Northbound Ramps
SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 50,000 = 50,000 $
Irrigation System LS 1 x 20,000 = 20,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 15,000 = 15,000 $ TOTAL ENVIRONMENTAL 125,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 125,000 = 125,000 $ 6 Signal and Lighting LS 1 x 600,000 = 600,000 $ 7
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 75,000 = 75,000 $ TOTAL TRAFFIC ITEMS 900,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 10.0% $ 215,880 Stage Construction and Traffic Handling 10.0% $ 215,880 ADA Items $ -
Other Minor Items 5.0% $ 107,940
Total of Section 1-6 x 25.0% = 539,700$
TOTAL MINOR ITEMS 539,700$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 269,850$
TOTAL MOBILIZATION 269,900$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 890,520$
TOTAL CONTINGENCY 890,600$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,158,800$
2 ,698,500$
2,968,400$
https://api.box.com/wopi/files/1980599882194/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-03 Estimate 3-Roadway B 96 I-03 Fairview Avenue at US 101 Northbound Ramps
SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 30%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 2,000 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 30% x 500,000 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
6 50,000$
-$
500,000$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- 150,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
https://api.box.com/wopi/files/1980599882194/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-03 Estimate 4-Structures & RW 97 I-03 Fairview Avenue at US 101 Northbound Ramps
NOTE NO. 1
Roadway excavation
New Pavement Area (CAD) SF
Depth of Excavation FT
Volume = area * depth CF
CY RESULT NO. 1 885
NOTE NO. 2
Imported Borrow
Borrow Cross Sectional Area SF
Estimated length (average) FT
Volume = area * depth CF
#### CY RESULT NO. 2 5,925
NOTE NO. 3 10%
AC pavement 10%
New Pavement Area (CAD)15% SF
2%
Depth of AC16% feet
Tonnage = area * depth * 145lbs/CF / 2000lbs/TN
TN RESULT NO. 3 693
NOTE NO. 4
AC pavement
New Pavement Area (CAD) SF
Depth of Base feet
Class I Bike Path SF
Depth of Base feet
Volume = area * depth CF
CY
RESULT NO. 4 790

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
14,335

1.67 23,891
885
639.91
250
159,978
5,925
14,335

0.67 693
14,335

1.00 21,335
790
14,000

0.50 https://api.box.com/wopi/files/1980599882194/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-03 Estimate 5-Notes & Calculations 98 I-03 Fairview Avenue at US 101 Northbound Ramps

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
Slurry seal
Area (from CAD)
SF
Tonnage = area / 1500SF/ton

31.3 ton RESULT NO. 5 31
NOTE NO. 6
New street lights
4 each
Cost per street light
Total lights
Connection
RESULT NO. 6 125,000$
NOTE NO. 7
Traffic signal
1 x New RESULT NO. 7 600,000$
NOTE NO. 8
Class I Bike Path SF
Depth of Base feet
Volume = area * depth CF
CY RESULT NO. 8 259
100,000$
25,000$
600,000 $
46933.88
25,000 $
7,000
259
14,000

0.50 https://api.box.com/wopi/files/1980599882194/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-03 Estimate 5-Notes & Calculations 99 I-03 Fairview Avenue at US 101 Northbound Ramps (Roundabout) Description:

Scope:

Limits:

Estimate Type: Estimate Date: 16-Jan-26
Working Days:
300
Current Year Costs Section
Earthwork 861,200$ + 1
Pavement Structural Section 1,757,700$ + 2 Drainage 362,100$ + 3
Specialty Items -$ + 4
Environmental 690,000$ + 5
Traffic Items 525,000$ + 6
Minor Items 797,300$ + 7
Roadway Mobilization 499,400$ + 8 Roadway Contingency 1,098,600$ + 9
TOTAL ROADWAY COST 6,591,300$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 6,591,000$ =
TOTAL RIGHT OF WAY COST 2,500,000$ = 11
Management Support 659,100$
+ 10%
PA&ED Support 659,100$ + 10%
PS&E Support 988,700$ + 15%
Right of Way Support 131,900$ + 2% Construction Support 1,054,600$ + 16% Support Contingency 698,700$ + 20% of Support Costs TOTAL SUPPORT COST 4,193,000$ =
Total Estimated Project Costs:
13,300,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
• Construct two lane roundabout to reduce congestion.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (Caltrans)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection and each leg of 101 NB ramps and Fairview Avenue. https://api.box.com/wopi/files/2090530275811/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-03 RAB Estimate 1-Summary 100
I-03 Fairview Avenue at US 101 Northbound Ramps (Roundabout) SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 5,556 x 110.00 = 611,160$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 250,000 = 250,000 $
TOTAL EARTHWORK SECTION ITEMS 861,200$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 2,719 x 237.97 = 647,040$ 2 Class 2 Aggregate Base CY 2,778 x 134.30 = 373,085$ 3 Slurry Seal TN 21 x 3,507.95 = 73,667 $ 4
Minor Concrete (Miscellaneous Construction) CY 466 x 1,424.58 = 663,854$ 5,6,7,8 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,757,700$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 9 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 10 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/2090530275811/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-03 RAB Estimate 2-Roadway A 101
I-03 Fairview Avenue at US 101 Northbound Ramps (Roundabout) SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 400,000 = 400,000 $
Irrigation System LS 1 x 125,000 = 125,000 $
Plant Establishment Work LS 1 x 65,000 = 65,000 $
Implement Erosion Control LS 1 x 50,000 = 50,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 50,000 = 50,000 $ TOTAL ENVIRONMENTAL 690,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 445,000 = 445,000 $ 11 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 80,000 = 80,000 $ TOTAL TRAFFIC ITEMS 525,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 209,800 Stage Construction and Traffic Handling 6.0% $ 251,760 ADA Items 2.0% $ 83,920
Other Minor Items 6.0% $ 251,760
Total of Section 1-6 x 19.0% = 797,240$
TOTAL MINOR ITEMS 797,300$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 499,330$
TOTAL MOBILIZATION 499,400$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 1,098,540$
TOTAL CONTINGENCY 1,098,600$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
4,196,000$
4 ,993,300$
5,492,700$
https://api.box.com/wopi/files/2090530275811/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-03 RAB Estimate 3-Roadway B 102
I-03 Fairview Avenue at US 101 Northbound Ramps (Roundabout) SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 5,000 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 100% x 1,250,000 =

TOTAL RIGHT OF WAY ESTIMATE
1,250,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
2 ,500,000$
-$
1,250,000$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/2090530275811/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-03 RAB Estimate 4-Structures & RW 103
I-03 Fairview Avenue at US 101 Northbound Ramps (Roundabout) NOTE NO. 1
Roadway excavation area (from CAD)
SF
Depth of AC

0.75 feet
Depth of base

2.25 feet
Roadway excavation = width * length * depth
CF
CY RESULT NO. 1 5,556
NOTE NO. 2
AC pavement area (from CAD)
SF
Depth of AC

0.75 feet
Roadway excavation = width * length * depth
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 2 2,719
NOTE NO. 3
Aggregate base area (from CAD)
SF
Depth of base

1.50 feet
Roadway excavation = width * length * depth
CF
CY
RESULT NO. 3 2,778
NOTE NO. 4
Approaches to project
Length along:
150 feet northerly Fairview
160 feet easterly off-ramp
100 feet southerly on-ramp
180 feet
westerly Fairview
Width
65 feet northerly Fairview
32 feet easterly off-ramp
40 feet southerly on-ramp
72 feet
westerly Fairview
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 4 21
75,000
2,778
31,830
1,500
21 5,556
50,000
37,500
2,719
50,000

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
50,000
150,000
https://api.box.com/wopi/files/2090530275811/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-03 RAB Estimate 5-Notes & Calculations 104
I-03 Fairview Avenue at US 101 Northbound Ramps (Roundabout)

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
New sidewalk length
225 feet Fairview NW
100 feet Fairview NE
420 feet Fairview WN
100 feet Fairview WS
feet TOTAL
Sidewalk width
6 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
Class I Path
400 feet Fairview NW
feet TOTAL
Sidewalk width (most of it is multi-use path)
14 feet
Sidewalk thickness
6 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
150 feet RBT NW
150 feet RBTNE
150 feet RBT SE
150 feet RBT SW
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
TOTAL
CY
RESULT NO. 5 240
2800
104
74 845
400
1690
63 600
2000
240
https://api.box.com/wopi/files/2090530275811/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-03 RAB Estimate 5-Notes & Calculations 105
I-03 Fairview Avenue at US 101 Northbound Ramps (Roundabout)

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 6
New Caltrans A2-6 curb and gutter length
240 feet Fairview NW
115 feet Fairview NE
450 feet Calle Real NE
110 feet Calle Real SE
110 feet Fairview SE
120 feet Fairview SW
225 feet Calle Real SW
240 feet Calle Real NW
feet TOTAL
Volume / foot

0.06 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
RESULT NO. 6 95
NOTE NO. 7
Driveways and truck apron
3 each
40 feet length
120 feet TOTAL
Driveway width
20 feet
Driveway area
SF
Truck apron (CAD)
SF
Concrete thickness
8 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 109
NOTE NO. 8
New Caltrans A1-6 curb length
315 feet north splitter
378 feet west splitter
160 feet Center island
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
RESULT NO. 8 22
NOTE NO. 9
22 2400
2000
2933
109
853
1610
95 https://api.box.com/wopi/files/2090530275811/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-03 RAB Estimate 5-Notes & Calculations 106
I-03 Fairview Avenue at US 101 Northbound Ramps (Roundabout)

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
New drop inlets - assumed one each side of the road on each leg 8 each
Depth of drop inlets
5 feet
Drop inlet volume - Caltrans OL-10
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
24 CY
RESULT NO. 9 24
NOTE NO. 10
Estimated length of RCP
feet RESULT NO. 10 1,500
NOTE NO. 11
New street lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 11 445,000$
1,500
35,000 $
420,000$
25,000$
https://api.box.com/wopi/files/2090530275811/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-03 RAB Estimate 5-Notes & Calculations 107
I-07 Hollister Avenue at Storke Road and Glen Annie Road Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
50 Current Year Costs Section
Earthwork 228,000$ + 1
Pavement Structural Section 447,800$ + 2 Drainage 245,300$ + 3
Specialty Items -$ + 4
Environmental 100,000$ + 5
Traffic Items 30,000$ + 6
Minor Items 126,200$ + 7
Roadway Mobilization 117,800$ + 8 Roadway Contingency 259,100$ + 9
TOTAL ROADWAY COST 1,554,200$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 1,554,000$ =
TOTAL RIGHT OF WAY COST 1,071,000$ = 11
Management Support 155,400$
+ 10%
PA&ED Support 155,400$ + 10%
PS&E Support 233,100$ + 15%
Right of Way Support 31,100$ + 2% Construction Support 248,700$ + 16% Support Contingency 164,800$ + 20% of Support Costs TOTAL SUPPORT COST 989,000$ =
Total Estimated Project Costs:
3,620,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
• Widen Hollister Avenue to the north and install a new lane between Storke and Glenn Annie to allow a free right from Storke Road SB onto Hollister Avenue WB.

Demolition; pavement widening; concrete curb, gutter, sidewalk, etc.; pavement delineation; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
North side of Hollister Avenue between Storke Road and Glen Annie Road. https://api.box.com/wopi/files/1980591033081/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-07 Estimate 1-Summary 108
I-07 Hollister Avenue at Storke Road and Glen Annie Road SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 956 x 160.00 = 152,960 $ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 75,000 = 75,000 $
TOTAL EARTHWORK SECTION ITEMS 228,000$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 400 x 418.28 = 167,312 $ 2 Class 2 Aggregate Base CY 307 x 295.45 = 90,703 $ 3 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 8
Minor Concrete (Miscellaneous Construction) CY 142 x 1,212.77 = 172,213$ 4 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 447,800$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 7 x 2,900.00 = 20,300 $ 5 Reinforced Concrete Pipe LF 600 x 375.00 = 225,000 $ 6 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 245,300$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1980591033081/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-07 Estimate 2-Roadway A 109
I-07 Hollister Avenue at Storke Road and Glen Annie Road SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 40,000 = 40,000 $
Irrigation System LS 1 x 15,000 = 15,000 $
Plant Establishment Work LS 1 x 10,000 = 10,000 $
Implement Erosion Control LS 1 x 15,000 = 15,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 100,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 30,000 = 30,000 $ TOTAL TRAFFIC ITEMS 30,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 10.0% $ 105,110 Stage Construction and Traffic Handling $ - ADA Items 2.0% $ 21,022
Other Minor Items $ -
Total of Section 1-6 x 12.0% = 126,132$
TOTAL MINOR ITEMS 126,200$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 117,730$
TOTAL MOBILIZATION 117,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 259,020$
TOTAL CONTINGENCY 259,100$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
1,051,100$
1 ,177,300$
1,295,100$
https://api.box.com/wopi/files/1980591033081/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-07 Estimate 3-Roadway B 110
I-07 Hollister Avenue at Storke Road and Glen Annie Road SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 3,250 x 250.00 = 7 Acquisition of Offsite Mitigation SF x =
Utility Relocation LS 1 x 80,000.00 =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 892,500 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
1 ,071,000$
-$
812,500$
-$
80,000$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- 178,500$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
https://api.box.com/wopi/files/1980591033081/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-07 Estimate 4-Structures & RW 111
I-07 Hollister Avenue at Storke Road and Glen Annie Road NOTE NO. 1
Roadway excavation area (from CAD)
SF Widening
SF Sidewalks
Depth
feet
Volume = (Sum of Areas) * Depth
CF
CY
RESULT NO. 1 956
NOTE NO. 2
AC Pavement area (from CAD)
SF
Depth
feet
Tonnage = Area * Depth * 145lbs/CF / 2000lbs/ton
ton RESULT NO. 2 400
NOTE NO. 3
Aggregate base area (from CAD)
SF Widenings
Depth
feet
Volume = (Sum of Areas) * Depth
CF
CY
RESULT NO. 3 307
NOTE NO. 4
Minor concrete (miscellaneous construction)
Concrete Sidewalks Concrete Curb and Gutter Type A2-6 per Caltrans Sidewalk area (from CAD) Volume / foot
SF CY/foot
Depth Length

0.33 feet 895 feet
Volume = Area * Depth Volume = length * volume / foot
2403 CF 53 CY
89 CY RESULT NO. 4 142
NOTE NO. 5
Minor concrete (minor structure)
CY for H=3' plus Per Caltrans Standard Plans OL21 Vol
CY/foot for each additional foot of height
7 CY
RESULT NO. 5 7
NOTE NO. 6
Reinforced concrete pipe
600 feet between Glen Annie and Storke RESULT NO. 6 600

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
8280
7210

1.67 25817
956
8280

0.67 400
8280

1.00 8280
307
7210 0.05903

5.71 0.278
https://api.box.com/wopi/files/1980591033081/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-07 Estimate 5-Notes & Calculations 112
I-07 Hollister Avenue at Storke Road and Glen Annie Road

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 7
RoW acquisition
Area 3250 SF strip needed for widening RESULT NO. 7 3250 NOTE NO. 8
Slurry seal area (CAD)
feet
Coverage rate (Caltrans)
SF/ton
Tonnage = area / coverage rate
5 TN
RESULT NO. 8 5
1500
7820
https://api.box.com/wopi/files/1980591033081/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-07 Estimate 5-Notes & Calculations 113
I-08 Patterson Avenue at US 101 Southbound Ramps
Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
300
Current Year Costs Section
Earthwork 1,953,100$ + 1
Pavement Structural Section 599,000$ + 2 Drainage -$ + 3
Specialty Items 2,371,200$ + 4
Environmental 105,000$ + 5
Traffic Items 470,000$ + 6
Minor Items 659,800$ + 7
Roadway Mobilization 615,900$ + 8 Roadway Contingency 2,032,200$ + 9
TOTAL ROADWAY COST 8,806,200$ =
TOTAL STRUCTURES COST 16,713,800$ + 10 TOTAL CONSTRUCTION COST 25,520,000$ =
TOTAL RIGHT OF WAY COST 1,300,000$ = 11
Management Support 2,552,000$
+ 10%
PA&ED Support 2,552,000$ + 10%
PS&E Support 3,828,000$ + 15%
Right of Way Support 510,400$ + 2% Construction Support 4,083,200$ + 16% Support Contingency 4,057,700$ + 30% of Support Costs TOTAL SUPPORT COST 17,584,000$ =
Total Estimated Project Costs:
44,450,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
• Add second left turn lane from Patterson Avenue SB to US 101 SB on-ramp. • Widen US 101 overcrossing on the east side to accommodate the new lane. • Widen US 101 SB on-ramp as necessary to accommodate three lanes. • Widen UPRR overhead to accommodate bike lane and SB double left turn lanes. • Construct pork chop island at the US 101 SB on-ramp.
• Construct pedestrian/bike activated signal at the new pork chop island. • Widen US 101 SB on-ramp bridge at Atascadero Creek to accommodate new lane. • Widen shoulder of US 101 NB off ramp to accommodate three lanes.

Demolition; pavement widening; overcrossing and bridge widening; traffic signals; pavement delineation and slurry seal; railroad coordination.

Planning (Caltrans)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection, Patterson Avenue north and south and US 101 on-ramp. https://api.box.com/wopi/files/1980598575721/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-08 Estimate 1-Summary 114
I-08 Patterson Avenue at US 101 Southbound Ramps
SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 1,298 x 160.00 = 207,680 $ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 1,211 x 40.00 = 48,440 $ 3
Structure Excavation (Retaining Wall) CY 1,853 x 300.00 = 555,900 $ 4 Structure Backfill (Retaining Wall) CY 1,357 x 325.00 = 441,025 $ 5 Clearing & Grubbing LS 1 x 700,000 = 700,000 $ 12
TOTAL EARTHWORK SECTION ITEMS 1,953,100$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 885 x 237.97 = 210,603 $ 6 Class 2 Aggregate Base CY 678 x 295.45 = 200,315 $ 7 Slurry Seal TN 40 x 2,700.00 = 108,000 $ 8
Minor Concrete (Miscellaneous Construction) CY 66 x 1,212.77 = 80,043 $ 9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 599,000$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF 520 x 162.00 = 84,240 $ 13 Remove Metal Beam Guard Railing LF 1,350 x 14.73 = 19,886$ 14 Chain Link Fence LF 850 x 60.00 = 51,000$ 15
Midwest Guardrail System (Wood Post) LF 1,350 x 50.50 = 68,175$ 16 Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF 520 x 325.82 = 169,426 $ 17 Structural Concrete, Retaining Wall CY 1,764 x 1,121.58 = 1,978,467$ 10 TOTAL SPECIALTY ITEMS 2,371,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1980598575721/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-08 Estimate 2-Roadway A 115
I-08 Patterson Avenue at US 101 Southbound Ramps
SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 40,000 = 40,000 $
Irrigation System LS 1 x 15,000 = 15,000 $
Plant Establishment Work LS 1 x 10,000 = 10,000 $
Implement Erosion Control LS 1 x 15,000 = 15,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 25,000 = 25,000 $ TOTAL ENVIRONMENTAL 105,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 350,000 = 350,000 $ 11
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 20,000 = 20,000 $ TOTAL TRAFFIC ITEMS 470,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 4.0% $ 219,932 Stage Construction and Traffic Handling 4.0% $ 219,932 ADA Items 1.0% $ 54,983
Other Minor Items 3.0% $ 164,949
Total of Section 1-6 x 12.0% = 659,796$
TOTAL MINOR ITEMS 659,800$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 615,810$
TOTAL MOBILIZATION 615,900$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 2,032,200$
TOTAL CONTINGENCY 2,032,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
5,498,300$
6 ,158,100$
6,774,000$
https://api.box.com/wopi/files/1980598575721/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-08 Estimate 3-Roadway B 116
I-08 Patterson Avenue at US 101 Southbound Ramps
SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 20 LF 25 LF 12 LF
Total Bridge Length 210 LF 140 LF 170 LF
Total Area (Square Feet) 4200 SQFT 3500 SQFT 2040 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 30%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS 1 x 500,000 =
Railroad - Flaggers LS 1 x 500,000 =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 30% x 1,000,000 =

TOTAL RIGHT OF WAY ESTIMATE
300,000$
Cost
7 7 7
5 5 5
$1,200 $1,200 $1,200
5,040,000$ 4,200,000$ 2,448,000$ 500,000$
-$
Overcrossing Widening Overhead Widening Creek Widening
3 3 3
RC BoxCIP/PS Box PC/PS I
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
16,713,800$
1 ,300,000$
-$
-$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ 11,688,000
$ 1,168,800
$ 3,857,040
500,000$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1980598575721/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-08 Estimate 4-Structures & RW 117
I-08 Patterson Avenue at US 101 Southbound Ramps
NOTE NO. 1
Roadway excavation area (from CAD)
SF Widenings
SF Sidewalks
Depth
feet
Volume = (Sum of Areas) * Depth
CF
CY
RESULT NO. 1 1298
NOTE NO. 2
Retaining Wall
Total Wall Lengths
North of Overcrossing
72 feet
South of Overcrossing
46 feet
South of Overhead
238 feet
South of ramp
844 feet
East of Creek
109 feet
Total
1308 feet RESULT NO. 2 Information Only
NOTE NO. 3
Imported Borrow
Area (from CAD)
SF
Length
feet
Volume = Area * Length
CF
CY RESULT NO. 3 1211
NOTE NO. 4
Structure Excavation
Area (from CAD)
SF
Length of Wall
feet
Volume = Area * Length
CF
CY
RESULT NO. 4 1853
50036
1853
1308
32703
1211
38 1308

1.67 35050
1298
Image shows worst case.

This case is carried out
along entire wall length.
25 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
18300
2730
https://api.box.com/wopi/files/1980598575721/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-08 Estimate 5-Notes & Calculations 118
I-08 Patterson Avenue at US 101 Southbound Ramps

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
Structure Backfill
Cross Sectional Area
SF
Length of Wall
feet
Volume = Area * Length
CF
CY RESULT NO. 5 1357
NOTE NO. 6
AC Pavement
Widening Area (from CAD)
SF
Depth
feet
Tonnage = Area * Depth * 145lbs/CF / 2000lbs/ton
ton RESULT NO. 6 885
NOTE NO. 7
Aggregate base
Area (from CAD)
SF Widenings
Depth
feet
Volume = (Sum of Areas) * Depth
CF
CY
RESULT NO. 7 678
NOTE NO. 8
Slurry seal
Ramp Patterson
Length 1100 feet 600 feet
Width 30 feet 45 feet
Area SF SF
Tonnage = area / 1500SF/TN 22 TN 18 TN
RESULT NO. 8 40

1.00 18300
678
33000 27000
1357
18300

0.67 885
18300
28 1308
36627
https://api.box.com/wopi/files/1980598575721/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-08 Estimate 5-Notes & Calculations 119
I-08 Patterson Avenue at US 101 Southbound Ramps

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 9
Concrete Sidewalks Concrete Curb and Gutter Type A2-6 per Caltrans Sidewalks Plan Area (from CAD) Volume / foot
2730 SF CY/foot
Depth Length

0.33 feet 110 feet North of Overcrossing
Volume = Area * Depth 46 feet South of Overcrossing
910 CF 257 feet South of Overhead
34 CY 54 feet North of Overhead
75 feet Pork chop Island
Volume = length * volume / foot
32 CY
RESULT NO. 9 66
NOTE NO. 10
Retaining Wall Cross Sectional Area (from CAD)
SF
Length
FT
Volume = Area * Length
CF
CY
RESULT NO. 10 1764
NOTE NO. 11
Traffic signal
1 x Modifications RESULT NO. 11 350,000$
NOTE NO. 12
Clearing and grubbing
1 x General RESULT NO. 12 700,000$
1 x Overcrossing demolition
1 x Overhead demolition
1 x Bridge demolition
NOTE NO. 13
Remove concrete barrier
140 LF Overhead
210 LF Overcrossing
170 LF Bridge
RESULT NO. 13 520
NOTE NO. 14
Remove MGR
450 feet US 101 SB on-ramp
500 feet US 101 SB on-ramp
100 feet Bridge aprroach
300 feet Overhead approach
RESULT NO. 14 1350
NOTE NO. 15
Chain link fence
850 LF RESULT NO. 15 850
350,000 $
200,000 $
150,000 $
200,000 $
150,000 $

0.05903
36 1308
47629
1764
https://api.box.com/wopi/files/1980598575721/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-08 Estimate 5-Notes & Calculations 120
I-08 Patterson Avenue at US 101 Southbound Ramps

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 16
Midwest Guardrail System (Wood Post)
450 feet US 101 SB on-ramp
500 feet US 101 SB on-ramp
100 feet Bridge aprroach
300 feet Overhead approach
RESULT NO. 16 1350
NOTE NO. 17
Concrete barrier
140 LF Overhead
210 LF Overcrossing
170 LF Bridge
RESULT NO. 17 520
https://api.box.com/wopi/files/1980598575721/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-08 Estimate 5-Notes & Calculations 121
I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps Description:

Scope:

Limits:

Estimate Type: Estimate Date: 16-Jan-26
Working Days:
90 Current Year Costs Section
Earthwork -$ + 1
Pavement Structural Section -$ + 2 Drainage -$ + 3
Specialty Items -$ + 4
Environmental -$ + 5
Traffic Items 840,000$ + 6
Minor Items 168,000$ + 7
Roadway Mobilization 100,800$ + 8 Roadway Contingency 221,800$ + 9
TOTAL ROADWAY COST 1,330,600$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 1,331,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support 133,100$
+ 10%
PA&ED Support 133,100$ + 10%
PS&E Support 199,700$ + 15%
Right of Way Support 26,700$ + 2% Construction Support 213,000$ + 16% Support Contingency 141,200$ + 20% of Support Costs TOTAL SUPPORT COST 847,000$ =
Total Estimated Project Costs:
2,180,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New traffic signal.

New traffic signal improvements.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Cathedral Oaks Road, Hollister Avenue and US 101 NB Ramps https://api.box.com/wopi/files/1977205521441/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 (I4) Estimate 1-Summary 122
I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY x = -$
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS x = -$
TOTAL EARTHWORK SECTION ITEMS -$
Cost
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN x = -$
Class 2 Aggregate Base CY x = -$
Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY x = -$
Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS -$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1977205521441/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 (I4) Estimate 2-Roadway A 123
I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS x = -$
Irrigation System LS x = -$
Plant Establishment Work LS x = -$
Implement Erosion Control LS x = -$
Prepare and Implement SWPPP / WPCP LS x = -$
TOTAL ENVIRONMENTAL -$
Cost
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 700,000 = 700,000 $ 1
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 40,000 = 40,000 $ 2 TOTAL TRAFFIC ITEMS 840,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 42,000 Stage Construction and Traffic Handling 5.0% $ 42,000 ADA Items 5.0% $ 42,000
Other Minor Items 5.0% $ 42,000
Total of Section 1-6 x 20.0% = 168,000$
TOTAL MINOR ITEMS 168,000$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 100,800$
TOTAL MOBILIZATION 100,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 221,760$
TOTAL CONTINGENCY 221,800$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
840,000$
1 ,008,000$
1,108,800$
https://api.box.com/wopi/files/1977205521441/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 (I4) Estimate 3-Roadway B 124
I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 0 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

Legs:

Cost: RESULT NO. 1 $700,000
NOTE NO. 2
Permanent Pavement Delineation
Cost RESULT NO. 2 $40,000$40,000
4 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Major
$700,000
https://api.box.com/wopi/files/1977205521441/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 (I4) Estimate 5-Notes & Calculations 126
I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps Description:

Scope:

Limits:

Estimate Type: Estimate Date: 20-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 809,800$ + 1
Pavement Structural Section 1,297,100$ + 2 Drainage 362,100$ + 3
Specialty Items -$ + 4
Environmental 185,000$ + 5
Traffic Items 330,000$ + 6
Minor Items 567,000$ + 7
Roadway Mobilization 355,100$ + 8 Roadway Contingency 1,171,900$ + 9
TOTAL ROADWAY COST 5,078,000$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 5,078,000$ =
TOTAL RIGHT OF WAY COST 750,000$ = 11 Management Support 507,800$
+ 10%
PA&ED Support 507,800$ + 10%
PS&E Support 761,700$ + 15%
Right of Way Support 101,600$ + 2% Construction Support 812,500$ + 16% Support Contingency 538,300$ + 20% of Support Costs TOTAL SUPPORT COST 3,230,000$ =
Total Estimated Project Costs:
9,100,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout. Bike Path in NW quadrant.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection and each leg of Cathedral Oaks Road and Hollister Avenue at 101 NB ramps. https://api.box.com/wopi/files/1989093359645/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 (I4)-RAB Estimate 1-Summary 127
I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 4,028 x 110.00 = 443,080$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 741 x 90.00 = 66,690 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 809,800$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,640 x 237.97 = 390,271$ 3 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 4 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 6
Minor Concrete (Miscellaneous Construction) CY 584 x 1,424.58 = 831,955$ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,297,100$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1989093359645/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 (I4)-RAB Estimate 2-Roadway A 128
I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 80,000 = 80,000 $ 13 TOTAL TRAFFIC ITEMS 330,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 149,200 Stage Construction and Traffic Handling 6.0% $ 179,040 ADA Items 2.0% $ 59,680
Other Minor Items 6.0% $ 179,040
Total of Section 1-6 x 19.0% = 566,960$
TOTAL MINOR ITEMS 567,000$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 355,100$
TOTAL MOBILIZATION 355,100$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,171,830$
TOTAL CONTINGENCY 1,171,900$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,984,000$
3 ,551,000$
3,906,100$
https://api.box.com/wopi/files/1989093359645/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 (I4)-RAB Estimate 3-Roadway B 129
I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 2,500 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 625,000 =

TOTAL RIGHT OF WAY ESTIMATE
125,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
7 50,000$
-$
625,000$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1989093359645/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 (I4)-RAB Estimate 4-Structures & RW 130
I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps NOTE NO. 1
Number of intersection legs
4 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
CF
Other Grading
CY
CY
RESULT NO. 2 4,028
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 741
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 1,640
City of Goleta
35,000
96,250
4,028
3,500
10,000
20,000
741
463

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,6
40 40,000
20,000
22,625
https://api.box.com/wopi/files/1989093359645/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 (I4)-RAB Estimate 5-Notes & Calculations 131
I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 5
NOTE NO. 7
New sidewalk length
200 feet At roundabout
300 feet Bike Path on NW Cathedral Oaks
2000 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 309309
40,000
40,000
45,250
2500
8333
3,500
5,250
194
7,500
1,500
5 https://api.box.com/wopi/files/1989093359645/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 (I4)-RAB Estimate 5-Notes & Calculations 132
I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1600 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Volume / foot

0.06 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY RESULT NO. 8 171
NOTE NO. 9
Truck apron and misc
Truck apron (CAD)
SF
Concrete thickness
9 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
50% Additional for misc
CF
CY
RESULT NO. 9 104
NOTE NO. 10
New drop inlets - assumed one each side of the road on each leg 8 each
Depth of drop inlets
5 feet
Drop inlet volume - Caltrans OL-10
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
24 CY
RESULT NO. 10 24
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
104
2813
1,500
2200
130
2500
1875
1600
41 https://api.box.com/wopi/files/1989093359645/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 (I4)-RAB Estimate 5-Notes & Calculations 133
I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 12
New street lights
12 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 505,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 80,000
25,000$
10,000 $
30,000 $
480,000$
80,000 $
https://api.box.com/wopi/files/1989093359645/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 (I4)-RAB Estimate 5-Notes & Calculations 134
I-12-02 New Intersection Control - Calle Real / Carlo Drive Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
60 Current Year Costs Section
Earthwork -$ + 1
Pavement Structural Section -$ + 2 Drainage -$ + 3
Specialty Items -$ + 4
Environmental -$ + 5
Traffic Items 561,300$ + 6
Minor Items 112,300$ + 7
Roadway Mobilization 67,400$ + 8 Roadway Contingency 148,200$ + 9
TOTAL ROADWAY COST 889,200$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 889,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support 88,900$
+ 10%
PA&ED Support 88,900$ + 10%
PS&E Support 133,400$ + 15%
Right of Way Support 17,800$ + 2% Construction Support 142,300$ + 16% Support Contingency 94,300$ + 20% of Support Costs TOTAL SUPPORT COST 566,000$ =
Total Estimated Project Costs:
1,460,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New traffic signal.

New traffic signal improvements.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Cathedral Oaks Road and Los Carneros Road https://api.box.com/wopi/files/1977192947114/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 Estimate 1-Summary 135
I-12-02 New Intersection Control - Calle Real / Carlo Drive SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY x = -$
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS x = -$
TOTAL EARTHWORK SECTION ITEMS -$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN x = -$
Class 2 Aggregate Base CY x = -$
Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY x = -$
Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS -$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1977192947114/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 Estimate 2-Roadway A 136
I-12-02 New Intersection Control - Calle Real / Carlo Drive SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS x = -$
Irrigation System LS x = -$
Plant Establishment Work LS x = -$
Implement Erosion Control LS x = -$
Prepare and Implement SWPPP / WPCP LS x = -$
TOTAL ENVIRONMENTAL -$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 431,250 = 431,250 $ 1
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 30,000 = 30,000 $ 2 TOTAL TRAFFIC ITEMS 561,300$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 28,065 Stage Construction and Traffic Handling 5.0% $ 28,065 ADA Items 5.0% $ 28,065
Other Minor Items 5.0% $ 28,065
Total of Section 1-6 x 20.0% = 112,260$
TOTAL MINOR ITEMS 112,300$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 67,360$
TOTAL MOBILIZATION 67,400$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 148,200$
TOTAL CONTINGENCY 148,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
561,300$
6 73,600$
741,000$
https://api.box.com/wopi/files/1977192947114/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 Estimate 3-Roadway B 137
I-12-02 New Intersection Control - Calle Real / Carlo Drive SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 0 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

Legs:

Cost: RESULT NO. 1 $431,250
NOTE NO. 2
Permanent Pavement Delineation
Cost RESULT NO. 2 $30,000$30,000
3 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Minor
$431,250
https://api.box.com/wopi/files/1977192947114/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 Estimate 5-Notes & Calculations 139
I-12-02 New Intersection Control - Calle Real / Carlo Drive Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 769,400$ + 1
Pavement Structural Section 889,000$ + 2 Drainage 344,700$ + 3
Specialty Items -$ + 4
Environmental 185,000$ + 5
Traffic Items 310,000$ + 6
Minor Items 474,700$ + 7
Roadway Mobilization 297,300$ + 8 Roadway Contingency 981,100$ + 9
TOTAL ROADWAY COST 4,251,200$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 4,251,000$ =
TOTAL RIGHT OF WAY COST 1,500,000$ = 11
Management Support 425,100$
+ 10%
PA&ED Support 425,100$ + 10%
PS&E Support 637,700$ + 15%
Right of Way Support 85,100$ + 2% Construction Support 680,200$ + 16% Support Contingency 450,700$ + 20% of Support Costs TOTAL SUPPORT COST 2,704,000$ =
Total Estimated Project Costs:
8,500,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Calle Real and Carlo Drive
https://api.box.com/wopi/files/1989072554317/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02-RAB Estimate 1-Summary 140
I-12-02 New Intersection Control - Calle Real / Carlo Drive SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 2,674 x 160.00 = 427,840$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 1,037 x 40.00 = 41,480 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 769,400$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,278 x 237.97 = 304,126$ 3 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 4 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 6
Minor Concrete (Miscellaneous Construction) CY 358 x 1,424.58 = 510,000$ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 889,000$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 18 x 2,900.00 = 52,200 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 344,700$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1989072554317/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02-RAB Estimate 2-Roadway A 141
I-12-02 New Intersection Control - Calle Real / Carlo Drive SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 60,000 = 60,000 $ 13 TOTAL TRAFFIC ITEMS 310,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 124,905 Stage Construction and Traffic Handling 6.0% $ 149,886 ADA Items 2.0% $ 49,962
Other Minor Items 6.0% $ 149,886
Total of Section 1-6 x 19.0% = 474,639$
TOTAL MINOR ITEMS 474,700$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 297,280$
TOTAL MOBILIZATION 297,300$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 981,030$
TOTAL CONTINGENCY 981,100$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,498,100$
2 ,972,800$
3,270,100$
https://api.box.com/wopi/files/1989072554317/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02-RAB Estimate 3-Roadway B 142
I-12-02 New Intersection Control - Calle Real / Carlo Drive SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 5,000 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 1,250,000 =

TOTAL RIGHT OF WAY ESTIMATE
250,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
1 ,500,000$
-$
1,250,000$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1989072554317/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02-RAB Estimate 4-Structures & RW 143
I-12-02 New Intersection Control - Calle Real / Carlo Drive NOTE NO. 1
Number of intersection legs
3 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 2 2,674
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 1,037
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 1,278
City of Goleta
26,250
72,188
2,674
3,500
14,000
28,000
1,037

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,2
78 30,000
15,000
17,625
https://api.box.com/wopi/files/1989072554317/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02-RAB Estimate 5-Notes & Calculations 144
I-12-02 New Intersection Control - Calle Real / Carlo Drive City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 5
NOTE NO. 7
New sidewalk length
150 feet At roundabout
750 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 111111
30,000
30,000
35,250
900
3000
3,500
5,250
194
7,500
1,500
5 https://api.box.com/wopi/files/1989072554317/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02-RAB Estimate 5-Notes & Calculations 145
I-12-02 New Intersection Control - Calle Real / Carlo Drive City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1200 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
400 feet At roundabout
1500 feet Approaches
feet TOTAL
Volume / foot

0.06 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY RESULT NO. 8 143
NOTE NO. 9
Truck apron and misc
Truck apron (CAD)
SF
Concrete thickness
9 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
50% Additional for misc
CF
CY
RESULT NO. 9 104
NOTE NO. 10
New drop inlets - assumed one each side of the road on each leg 6 each
Depth of drop inlets
5 feet
Drop inlet volume - Caltrans OL-10
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
18 CY
RESULT NO. 10 18
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
104
2813
1,500
1900
112
2500
1875
1200
31 https://api.box.com/wopi/files/1989072554317/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02-RAB Estimate 5-Notes & Calculations 146
I-12-02 New Intersection Control - Calle Real / Carlo Drive City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 12
New street lights
8 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 385,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 60,000
25,000$
10,000 $
30,000 $
360,000$
60,000 $
https://api.box.com/wopi/files/1989072554317/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02-RAB Estimate 5-Notes & Calculations 147
I-12-03 (R4) New Intersection Control - Calle Real / N La Patera Lane Description:

Scope:

Limits:

Estimate Type: Estimate Date: 16-Jan-26
Working Days:
60 Current Year Costs Section
Earthwork -$ + 1
Pavement Structural Section -$ + 2 Drainage -$ + 3
Specialty Items -$ + 4
Environmental -$ + 5
Traffic Items 561,300$ + 6
Minor Items 112,300$ + 7
Roadway Mobilization 67,400$ + 8 Roadway Contingency 148,200$ + 9
TOTAL ROADWAY COST 889,200$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 889,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support 88,900$
+ 10%
PA&ED Support 88,900$ + 10%
PS&E Support 133,400$ + 15%
Right of Way Support 17,800$ + 2% Construction Support 142,300$ + 16% Support Contingency 94,300$ + 20% of Support Costs TOTAL SUPPORT COST 566,000$ =
Total Estimated Project Costs:
1,460,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New traffic signal.

New traffic signal improvements.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Calle Real and N La Patera Lane
https://api.box.com/wopi/files/1977212864443/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-03 (R4) Estimate 1-Summary 148
I-12-03 (R4) New Intersection Control - Calle Real / N La Patera Lane SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY x = -$
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS x = -$
TOTAL EARTHWORK SECTION ITEMS -$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN x = -$
Class 2 Aggregate Base CY x = -$
Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY x = -$
Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS -$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1977212864443/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-03 (R4) Estimate 2-Roadway A 149
I-12-03 (R4) New Intersection Control - Calle Real / N La Patera Lane SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS x = -$
Irrigation System LS x = -$
Plant Establishment Work LS x = -$
Implement Erosion Control LS x = -$
Prepare and Implement SWPPP / WPCP LS x = -$
TOTAL ENVIRONMENTAL -$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 431,250 = 431,250 $ 1
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 30,000 = 30,000 $ 2 TOTAL TRAFFIC ITEMS 561,300$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 28,065 Stage Construction and Traffic Handling 5.0% $ 28,065 ADA Items 5.0% $ 28,065
Other Minor Items 5.0% $ 28,065
Total of Section 1-6 x 20.0% = 112,260$
TOTAL MINOR ITEMS 112,300$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 67,360$
TOTAL MOBILIZATION 67,400$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 148,200$
TOTAL CONTINGENCY 148,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
561,300$
6 73,600$
741,000$
https://api.box.com/wopi/files/1977212864443/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-03 (R4) Estimate 3-Roadway B 150
I-12-03 (R4) New Intersection Control - Calle Real / N La Patera Lane SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 0 =

TOTAL RIGHT OF WAY ESTIMATE
-$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

-$
-$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1977212864443/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-03 (R4) Estimate 4-Structures & RW 151
I-12-03 (R4) New Intersection Control - Calle Real / N La Patera Lane NOTE NO. 1
Signal and Lighting
Scale:

Legs:

Cost: RESULT NO. 1 $431,250
NOTE NO. 2
Permanent Pavement Delineation
Cost RESULT NO. 2 $30,000$30,000
3 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Minor
$431,250
https://api.box.com/wopi/files/1977212864443/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-03 (R4) Estimate 5-Notes & Calculations 152
I-12-03 (R4) New Intersection Control - Calle Real / N La Patera Lane Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 769,400$ + 1
Pavement Structural Section 1,038,600$ + 2 Drainage 344,700$ + 3
Specialty Items -$ + 4
Environmental 185,000$ + 5
Traffic Items 310,000$ + 6
Minor Items 503,100$ + 7
Roadway Mobilization 315,100$ + 8 Roadway Contingency 1,039,800$ + 9
TOTAL ROADWAY COST 4,505,700$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 4,506,000$ =
TOTAL RIGHT OF WAY COST 1,125,000$ = 11
Management Support 450,600$
+ 10%
PA&ED Support 450,600$ + 10%
PS&E Support 675,900$ + 15%
Right of Way Support 90,200$ + 2% Construction Support 721,000$ + 16% Support Contingency 477,700$ + 20% of Support Costs TOTAL SUPPORT COST 2,866,000$ =
Total Estimated Project Costs:
8,500,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Calle Real and N La Patera Lane
https://api.box.com/wopi/files/1989083668153/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-03 (R4)-RAB Estimate 1-Summary 153
I-12-03 (R4) New Intersection Control - Calle Real / N La Patera Lane SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 2,674 x 160.00 = 427,840$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 1,037 x 40.00 = 41,480 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 769,400$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,278 x 237.97 = 304,126$ 3 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 4 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 6
Minor Concrete (Miscellaneous Construction) CY 463 x 1,424.58 = 659,581$ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,038,600$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 18 x 2,900.00 = 52,200 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 344,700$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1989083668153/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-03 (R4)-RAB Estimate 2-Roadway A 154
I-12-03 (R4) New Intersection Control - Calle Real / N La Patera Lane SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 60,000 = 60,000 $ 13 TOTAL TRAFFIC ITEMS 310,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 132,385 Stage Construction and Traffic Handling 6.0% $ 158,862 ADA Items 2.0% $ 52,954
Other Minor Items 6.0% $ 158,862
Total of Section 1-6 x 19.0% = 503,063$
TOTAL MINOR ITEMS 503,100$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 315,080$
TOTAL MOBILIZATION 315,100$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,039,770$
TOTAL CONTINGENCY 1,039,800$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,647,700$
3 ,150,800$
3,465,900$
https://api.box.com/wopi/files/1989083668153/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-03 (R4)-RAB Estimate 3-Roadway B 155
I-12-03 (R4) New Intersection Control - Calle Real / N La Patera Lane SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 3,750 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 937,500 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
1 ,125,000$
-$
937,500$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- 187,500$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
https://api.box.com/wopi/files/1989083668153/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-03 (R4)-RAB Estimate 4-Structures & RW 156
I-12-03 (R4) New Intersection Control - Calle Real / N La Patera Lane NOTE NO. 1
Number of intersection legs
3 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 2 2,674
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 1,037
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 1,278

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,2
78 30,000
15,000
17,625
City of Goleta
26,250
72,188
2,674
3,500
14,000
28,000
1,037
https://api.box.com/wopi/files/1989083668153/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-03 (R4)-RAB Estimate 5-Notes & Calculations 157
I-12-03 (R4) New Intersection Control - Calle Real / N La Patera Lane

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 5
NOTE NO. 7
New sidewalk length
250 feet At roundabout
1500 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 216
3,500
5,250
194
7,500
1,500
5 30,000
30,000
35,250
1750
5833
216
https://api.box.com/wopi/files/1989083668153/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-03 (R4)-RAB Estimate 5-Notes & Calculations 158
I-12-03 (R4) New Intersection Control - Calle Real / N La Patera Lane

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1200 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
400 feet At roundabout
1500 feet Approaches
feet TOTAL
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
18 CY
RESULT NO. 10 18
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
1200
31 1900
112
2500
1875
104
2813
1,500
https://api.box.com/wopi/files/1989083668153/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-03 (R4)-RAB Estimate 5-Notes & Calculations 159
I-12-03 (R4) New Intersection Control - Calle Real / N La Patera Lane

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 12
New street lights
9 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 415,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 60,00060,000 $
25,000$
10,000 $
30,000 $
390,000$
https://api.box.com/wopi/files/1989083668153/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-03 (R4)-RAB Estimate 5-Notes & Calculations 160
I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road Description:

Scope:

Limits:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New traffic signal.

New traffic signal improvements.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Cathedral Oaks Road and Los Carneros Road https://api.box.com/wopi/files/1976975408766/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05 Estimate 1-Summary 161
I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY x = -$
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS x = -$
TOTAL EARTHWORK SECTION ITEMS -$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN x = -$
Class 2 Aggregate Base CY x = -$
Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY x = -$
Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS -$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1976975408766/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05 Estimate 2-Roadway A 162
I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS x = -$
Irrigation System LS x = -$
Plant Establishment Work LS x = -$
Implement Erosion Control LS x = -$
Prepare and Implement SWPPP / WPCP LS x = -$
TOTAL ENVIRONMENTAL -$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 431,250 = 431,250 $ 1
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 30,000 = 30,000 $ 2 TOTAL TRAFFIC ITEMS 561,300$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 28,065 Stage Construction and Traffic Handling 5.0% $ 28,065 ADA Items 5.0% $ 28,065
Other Minor Items 5.0% $ 28,065
Total of Section 1-6 x 20.0% = 112,260$
TOTAL MINOR ITEMS 112,300$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 67,360$
TOTAL MOBILIZATION 67,400$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 148,200$
TOTAL CONTINGENCY 148,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
561,300$
6 73,600$
741,000$
https://api.box.com/wopi/files/1976975408766/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05 Estimate 3-Roadway B 163
I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 0 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

Legs:

Cost: RESULT NO. 1 $431,250
NOTE NO. 2
Permanent Pavement Delineation
Cost RESULT NO. 2 $30,000$30,000
3 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Minor
$431,250
https://api.box.com/wopi/files/1976975408766/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05 Estimate 5-Notes & Calculations 165
I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 758,900$ + 1
Pavement Structural Section 1,200,300$ + 2 Drainage 362,100$ + 3
Specialty Items -$ + 4
Environmental 185,000$ + 5
Traffic Items 330,000$ + 6
Minor Items 538,900$ + 7
Roadway Mobilization 337,600$ + 8 Roadway Contingency 1,113,900$ + 9
TOTAL ROADWAY COST 4,826,700$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 4,827,000$ =
TOTAL RIGHT OF WAY COST 3,750,000$ = 11
Management Support 482,700$
+ 10%
PA&ED Support 482,700$ + 10%
PS&E Support 724,100$ + 15%
Right of Way Support 96,600$ + 2% Construction Support 772,400$ + 16% Support Contingency 511,700$ + 20% of Support Costs TOTAL SUPPORT COST 3,071,000$ =
Total Estimated Project Costs:
11,650,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Cathedral Oaks Road and Los Carneros Road https://api.box.com/wopi/files/1989083874946/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05-RAB Estimate 1-Summary 166
I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 3,565 x 110.00 = 392,150$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 741 x 90.00 = 66,690 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 758,900$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,640 x 237.97 = 390,271$ 3 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 4 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 6
Minor Concrete (Miscellaneous Construction) CY 516 x 1,424.58 = 735,083$ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,200,300$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1989083874946/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05-RAB Estimate 2-Roadway A 167
I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 80,000 = 80,000 $ 13 TOTAL TRAFFIC ITEMS 330,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 141,815 Stage Construction and Traffic Handling 6.0% $ 170,178 ADA Items 2.0% $ 56,726
Other Minor Items 6.0% $ 170,178
Total of Section 1-6 x 19.0% = 538,897$
TOTAL MINOR ITEMS 538,900$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 337,520$
TOTAL MOBILIZATION 337,600$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,113,840$
TOTAL CONTINGENCY 1,113,900$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,836,300$
3 ,375,200$
3,712,800$
https://api.box.com/wopi/files/1989083874946/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05-RAB Estimate 3-Roadway B 168
I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 12,500 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 3,125,000 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
3 ,750,000$
-$
3,125,000$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- 625,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
https://api.box.com/wopi/files/1989083874946/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05-RAB Estimate 4-Structures & RW 169
I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road NOTE NO. 1
Number of intersection legs
4 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 2 3,565
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 741
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 1,640

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,6
40 40,000
20,000
22,625
City of Goleta
35,000
96,250
3,565
3,500
10,000
20,000
741
https://api.box.com/wopi/files/1989083874946/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05-RAB Estimate 5-Notes & Calculations 170
I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 5
NOTE NO. 7
New sidewalk length
200 feet At roundabout
1750 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 241
3,500
5,250
194
7,500
1,500
5 40,000
40,000
45,250
1950
6500
241
https://api.box.com/wopi/files/1989083874946/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05-RAB Estimate 5-Notes & Calculations 171
I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1600 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
24 CY
RESULT NO. 10 24
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
1600
41 2200
130
2500
1875
104
2813
1,500
https://api.box.com/wopi/files/1989083874946/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05-RAB Estimate 5-Notes & Calculations 172
I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 12
New street lights
12 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 505,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 80,00080,000 $
25,000$
10,000 $
30,000 $
480,000$
https://api.box.com/wopi/files/1989083874946/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05-RAB Estimate 5-Notes & Calculations 173
I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
60 Current Year Costs Section
Earthwork -$ + 1
Pavement Structural Section -$ + 2 Drainage -$ + 3
Specialty Items -$ + 4
Environmental -$ + 5
Traffic Items 715,000$ + 6
Minor Items 143,000$ + 7
Roadway Mobilization 85,800$ + 8 Roadway Contingency 188,800$ + 9
TOTAL ROADWAY COST 1,132,600$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 1,133,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support 113,300$
+ 10%
PA&ED Support 113,300$ + 10%
PS&E Support 170,000$ + 15%
Right of Way Support 22,700$ + 2% Construction Support 181,300$ + 16% Support Contingency 120,200$ + 20% of Support Costs TOTAL SUPPORT COST 721,000$ =
Total Estimated Project Costs:
1,860,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New traffic signal.

New traffic signal improvements.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Cathedral Oaks Road and N La Patera Lane https://api.box.com/wopi/files/1977214533242/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-06 Estimate 1-Summary 174
I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY x = -$
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS x = -$
TOTAL EARTHWORK SECTION ITEMS -$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN x = -$
Class 2 Aggregate Base CY x = -$
Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY x = -$
Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS -$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1977214533242/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-06 Estimate 2-Roadway A 175
I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS x = -$
Irrigation System LS x = -$
Plant Establishment Work LS x = -$
Implement Erosion Control LS x = -$
Prepare and Implement SWPPP / WPCP LS x = -$
TOTAL ENVIRONMENTAL -$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 575,000 = 575,000 $ 1
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 40,000 = 40,000 $ 2 TOTAL TRAFFIC ITEMS 715,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 35,750 Stage Construction and Traffic Handling 5.0% $ 35,750 ADA Items 5.0% $ 35,750
Other Minor Items 5.0% $ 35,750
Total of Section 1-6 x 20.0% = 143,000$
TOTAL MINOR ITEMS 143,000$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 85,800$
TOTAL MOBILIZATION 85,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 188,760$
TOTAL CONTINGENCY 188,800$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
715,000$
8 58,000$
943,800$
https://api.box.com/wopi/files/1977214533242/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-06 Estimate 3-Roadway B 176
I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 0 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

Legs:

Cost: RESULT NO. 1 $575,000
NOTE NO. 2
Permanent Pavement Delineation
Cost RESULT NO. 2 $40,000$40,000
4 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Minor
$575,000
https://api.box.com/wopi/files/1977214533242/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-06 Estimate 5-Notes & Calculations 178
I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 758,900$ + 1
Pavement Structural Section 1,244,400$ + 2 Drainage 362,100$ + 3
Specialty Items -$ + 4
Environmental 185,000$ + 5
Traffic Items 330,000$ + 6
Minor Items 547,300$ + 7
Roadway Mobilization 342,800$ + 8 Roadway Contingency 1,131,200$ + 9
TOTAL ROADWAY COST 4,901,700$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 4,902,000$ =
TOTAL RIGHT OF WAY COST 4,500,000$ = 11
Management Support 490,200$
+ 10%
PA&ED Support 490,200$ + 10%
PS&E Support 735,300$ + 15%
Right of Way Support 98,100$ + 2% Construction Support 784,400$ + 16% Support Contingency 519,700$ + 20% of Support Costs TOTAL SUPPORT COST 3,118,000$ =
Total Estimated Project Costs:
12,550,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Cathedral Oaks Road and N La Patera Lane https://api.box.com/wopi/files/1989091768659/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-06-RAB Estimate 1-Summary 179
I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 3,565 x 110.00 = 392,150$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 741 x 90.00 = 66,690 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 758,900$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,640 x 237.97 = 390,271$ 3 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 4 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 6
Minor Concrete (Miscellaneous Construction) CY 547 x 1,424.58 = 779,245$ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,244,400$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1989091768659/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-06-RAB Estimate 2-Roadway A 180
I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 80,000 = 80,000 $ 13 TOTAL TRAFFIC ITEMS 330,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 144,020 Stage Construction and Traffic Handling 6.0% $ 172,824 ADA Items 2.0% $ 57,608
Other Minor Items 6.0% $ 172,824
Total of Section 1-6 x 19.0% = 547,276$
TOTAL MINOR ITEMS 547,300$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 342,770$
TOTAL MOBILIZATION 342,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,131,150$
TOTAL CONTINGENCY 1,131,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,880,400$
3 ,427,700$
3,770,500$
https://api.box.com/wopi/files/1989091768659/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-06-RAB Estimate 3-Roadway B 181
I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 15,000 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 3,750,000 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
4 ,500,000$
-$
3,750,000$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- 750,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
https://api.box.com/wopi/files/1989091768659/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-06-RAB Estimate 4-Structures & RW 182
I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane NOTE NO. 1
Number of intersection legs
4 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 2 3,565
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 741
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 1,640

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,6
40 40,000
20,000
22,625
City of Goleta
35,000
96,250
3,565
3,500
10,000
20,000
741
https://api.box.com/wopi/files/1989091768659/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-06-RAB Estimate 5-Notes & Calculations 183
I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 5
NOTE NO. 7
New sidewalk length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 272
3,500
5,250
194
7,500
1,500
5 40,000
40,000
45,250
2200
7333
272
https://api.box.com/wopi/files/1989091768659/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-06-RAB Estimate 5-Notes & Calculations 184
I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1600 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
24 CY
RESULT NO. 10 24
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
1600
41 2200
130
2500
1875
104
2813
1,500
https://api.box.com/wopi/files/1989091768659/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-06-RAB Estimate 5-Notes & Calculations 185
I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 12
New street lights
12 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 505,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 80,00080,000 $
25,000$
10,000 $
30,000 $
480,000$
https://api.box.com/wopi/files/1989091768659/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-06-RAB Estimate 5-Notes & Calculations 186
I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
60 Current Year Costs Section
Earthwork -$ + 1
Pavement Structural Section -$ + 2 Drainage -$ + 3
Specialty Items -$ + 4
Environmental -$ + 5
Traffic Items 840,000$ + 6
Minor Items 168,000$ + 7
Roadway Mobilization 100,800$ + 8 Roadway Contingency 221,800$ + 9
TOTAL ROADWAY COST 1,330,600$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 1,331,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support 133,100$
+ 10%
PA&ED Support 133,100$ + 10%
PS&E Support 199,700$ + 15%
Right of Way Support 26,700$ + 2% Construction Support 213,000$ + 16% Support Contingency 141,200$ + 20% of Support Costs TOTAL SUPPORT COST 847,000$ =
Total Estimated Project Costs:
2,180,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New traffic signal.

New traffic signal improvements.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Fairview Avenue and Stow Canyon Road
https://api.box.com/wopi/files/1977210174148/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-07 Estimate 1-Summary 187
I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY x = -$
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS x = -$
TOTAL EARTHWORK SECTION ITEMS -$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN x = -$
Class 2 Aggregate Base CY x = -$
Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY x = -$
Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS -$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1977210174148/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-07 Estimate 2-Roadway A 188
I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS x = -$
Irrigation System LS x = -$
Plant Establishment Work LS x = -$
Implement Erosion Control LS x = -$
Prepare and Implement SWPPP / WPCP LS x = -$
TOTAL ENVIRONMENTAL -$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 700,000 = 700,000 $ 1
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 40,000 = 40,000 $ 2 TOTAL TRAFFIC ITEMS 840,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 42,000 Stage Construction and Traffic Handling 5.0% $ 42,000 ADA Items 5.0% $ 42,000
Other Minor Items 5.0% $ 42,000
Total of Section 1-6 x 20.0% = 168,000$
TOTAL MINOR ITEMS 168,000$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 100,800$
TOTAL MOBILIZATION 100,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 221,760$
TOTAL CONTINGENCY 221,800$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
840,000$
1 ,008,000$
1,108,800$
https://api.box.com/wopi/files/1977210174148/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-07 Estimate 3-Roadway B 189
I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 0 =

TOTAL RIGHT OF WAY ESTIMATE
-$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

-$
-$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1977210174148/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-07 Estimate 4-Structures & RW 190
I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road NOTE NO. 1
Signal and Lighting
Scale:

Legs:

Cost: RESULT NO. 1 $700,000
NOTE NO. 2
Permanent Pavement Delineation
Cost RESULT NO. 2 $40,000$40,000
4 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Major
$700,000
https://api.box.com/wopi/files/1977210174148/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-07 Estimate 5-Notes & Calculations 191
I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 758,900$ + 1
Pavement Structural Section 1,321,400$ + 2 Drainage 362,100$ + 3
Specialty Items -$ + 4
Environmental 185,000$ + 5
Traffic Items 330,000$ + 6
Minor Items 562,000$ + 7
Roadway Mobilization 352,000$ + 8 Roadway Contingency 1,161,500$ + 9
TOTAL ROADWAY COST 5,032,900$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 5,033,000$ =
TOTAL RIGHT OF WAY COST 3,600,000$ = 11
Management Support 503,300$
+ 10%
PA&ED Support 503,300$ + 10%
PS&E Support 755,000$ + 15%
Right of Way Support 100,700$ + 2% Construction Support 805,300$ + 16% Support Contingency 533,600$ + 20% of Support Costs TOTAL SUPPORT COST 3,202,000$ =
Total Estimated Project Costs:
11,850,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Fairview Avenue and Stow Canyon Road
https://api.box.com/wopi/files/1989090306986/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-07-RAB Estimate 1-Summary 192
I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 3,565 x 110.00 = 392,150$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 741 x 90.00 = 66,690 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 758,900$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,640 x 237.97 = 390,271$ 3 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 4 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 6
Minor Concrete (Miscellaneous Construction) CY 601 x 1,424.58 = 856,173$ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,321,400$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1989090306986/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-07-RAB Estimate 2-Roadway A 193
I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 80,000 = 80,000 $ 13 TOTAL TRAFFIC ITEMS 330,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 147,870 Stage Construction and Traffic Handling 6.0% $ 177,444 ADA Items 2.0% $ 59,148
Other Minor Items 6.0% $ 177,444
Total of Section 1-6 x 19.0% = 561,906$
TOTAL MINOR ITEMS 562,000$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 351,940$
TOTAL MOBILIZATION 352,000$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,161,420$
TOTAL CONTINGENCY 1,161,500$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,957,400$
3 ,519,400$
3,871,400$
https://api.box.com/wopi/files/1989090306986/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-07-RAB Estimate 3-Roadway B 194
I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 12,000 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 3,000,000 =

TOTAL RIGHT OF WAY ESTIMATE
600,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
3 ,600,000$
-$
3,000,000$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1989090306986/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-07-RAB Estimate 4-Structures & RW 195
I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road NOTE NO. 1
Number of intersection legs
4 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 2 3,565
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 741
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 1,640
City of Goleta
35,000
96,250
3,565
3,500
10,000
20,000
741

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,6
40 40,000
20,000
22,625
https://api.box.com/wopi/files/1989090306986/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-07-RAB Estimate 5-Notes & Calculations 196
I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 5
NOTE NO. 7
New sidewalk length
200 feet At roundabout
1600 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
Bike path
400 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
14 feet
Sidewalk thickness
6 inches
Volume = Minor Concrete (Miscellaneous Construction)
400
222
40,000
40,000
45,250
1800
6000
3,500
5,250
194
7,500
1,500
5 https://api.box.com/wopi/files/1989090306986/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-07-RAB Estimate 5-Notes & Calculations 197
I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
CF
CY
CY RESULT NO. 7 326
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1600 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
2800
104
104
2813
326
2200
130
2500
1875
1600
41 https://api.box.com/wopi/files/1989090306986/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-07-RAB Estimate 5-Notes & Calculations 198
I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Volume = Minor Concrete (Minor Structure)
24 CY RESULT NO. 10 24
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
NOTE NO. 12
New street lights
12 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 505,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 80,000
25,000$
10,000 $
1,500
30,000 $
480,000$
80,000 $
https://api.box.com/wopi/files/1989090306986/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-07-RAB Estimate 5-Notes & Calculations 199
I-12-08 New Intersection Control - Fairview Avenue / Berkeley Road Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
90 Current Year Costs Section
Earthwork -$ + 1
Pavement Structural Section -$ + 2 Drainage -$ + 3
Specialty Items -$ + 4
Environmental -$ + 5
Traffic Items 840,000$ + 6
Minor Items 168,000$ + 7
Roadway Mobilization 100,800$ + 8 Roadway Contingency 221,800$ + 9
TOTAL ROADWAY COST 1,330,600$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 1,331,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support 133,100$
+ 10%
PA&ED Support 133,100$ + 10%
PS&E Support 199,700$ + 15%
Right of Way Support 26,700$ + 2% Construction Support 213,000$ + 16% Support Contingency 141,200$ + 20% of Support Costs TOTAL SUPPORT COST 847,000$ =
Total Estimated Project Costs:
2,180,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New traffic signal.

New traffic signal improvements.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Fairview Avenue and Berkeley Road
https://api.box.com/wopi/files/1977215109080/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-08 Estimate 1-Summary 200
I-12-08 New Intersection Control - Fairview Avenue / Berkeley Road SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY x = -$
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS x = -$
TOTAL EARTHWORK SECTION ITEMS -$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN x = -$
Class 2 Aggregate Base CY x = -$
Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY x = -$
Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS -$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1977215109080/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-08 Estimate 2-Roadway A 201
I-12-08 New Intersection Control - Fairview Avenue / Berkeley Road SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS x = -$
Irrigation System LS x = -$
Plant Establishment Work LS x = -$
Implement Erosion Control LS x = -$
Prepare and Implement SWPPP / WPCP LS x = -$
TOTAL ENVIRONMENTAL -$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 700,000 = 700,000 $ 1
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 40,000 = 40,000 $ 2 TOTAL TRAFFIC ITEMS 840,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 42,000 Stage Construction and Traffic Handling 5.0% $ 42,000 ADA Items 5.0% $ 42,000
Other Minor Items 5.0% $ 42,000
Total of Section 1-6 x 20.0% = 168,000$
TOTAL MINOR ITEMS 168,000$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 100,800$
TOTAL MOBILIZATION 100,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 221,760$
TOTAL CONTINGENCY 221,800$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
840,000$
1 ,008,000$
1,108,800$
https://api.box.com/wopi/files/1977215109080/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-08 Estimate 3-Roadway B 202
I-12-08 New Intersection Control - Fairview Avenue / Berkeley Road SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 0 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

Legs:

Cost: RESULT NO. 1 $700,000
NOTE NO. 2
Permanent Pavement Delineation
Cost RESULT NO. 2 $40,000$40,000
4 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Major
$700,000
https://api.box.com/wopi/files/1977215109080/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-08 Estimate 5-Notes & Calculations 204
I-12-08 New Intersection Control - Fairview Avenue / Berkeley Road Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 758,900$ + 1
Pavement Structural Section 1,244,400$ + 2 Drainage 362,100$ + 3
Specialty Items -$ + 4
Environmental 185,000$ + 5
Traffic Items 330,000$ + 6
Minor Items 547,300$ + 7
Roadway Mobilization 342,800$ + 8 Roadway Contingency 1,131,200$ + 9
TOTAL ROADWAY COST 4,901,700$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 4,902,000$ =
TOTAL RIGHT OF WAY COST 8,880,000$ = 11
Management Support 490,200$
+ 10%
PA&ED Support 490,200$ + 10%
PS&E Support 735,300$ + 15%
Right of Way Support 98,100$ + 2% Construction Support 784,400$ + 16% Support Contingency 519,700$ + 20% of Support Costs TOTAL SUPPORT COST 3,118,000$ =
Total Estimated Project Costs:
16,900,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Fairview Avenue and Berkeley Road
https://api.box.com/wopi/files/1989116495521/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-08-RAB Estimate 1-Summary 205
I-12-08 New Intersection Control - Fairview Avenue / Berkeley Road SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 3,565 x 110.00 = 392,150$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 741 x 90.00 = 66,690 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 758,900$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,640 x 237.97 = 390,271$ 3 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 4 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 6
Minor Concrete (Miscellaneous Construction) CY 547 x 1,424.58 = 779,245$ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,244,400$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1989116495521/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-08-RAB Estimate 2-Roadway A 206
I-12-08 New Intersection Control - Fairview Avenue / Berkeley Road SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 80,000 = 80,000 $ 13 TOTAL TRAFFIC ITEMS 330,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 144,020 Stage Construction and Traffic Handling 6.0% $ 172,824 ADA Items 2.0% $ 57,608
Other Minor Items 6.0% $ 172,824
Total of Section 1-6 x 19.0% = 547,276$
TOTAL MINOR ITEMS 547,300$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 342,770$
TOTAL MOBILIZATION 342,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,131,150$
TOTAL CONTINGENCY 1,131,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,880,400$
3 ,427,700$
3,770,500$
https://api.box.com/wopi/files/1989116495521/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-08-RAB Estimate 3-Roadway B 207
I-12-08 New Intersection Control - Fairview Avenue / Berkeley Road SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF 6,000 x 150.00 =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF 5,000 x 1,250.00 =
Relocation Assistance LS 1 x 250,000 =
Right of Way Contingency LS 20% x 7,400,000 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- 250,000$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
8 ,880,000$
900,000$
-$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- 1,480,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
6,250,000$
https://api.box.com/wopi/files/1989116495521/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-08-RAB Estimate 4-Structures & RW 208
I-12-08 New Intersection Control - Fairview Avenue / Berkeley Road NOTE NO. 1
Number of intersection legs
4 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 2 3,565
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 741
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 1,640

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,6
40 40,000
20,000
22,625
City of Goleta
35,000
96,250
3,565
3,500
10,000
20,000
741
https://api.box.com/wopi/files/1989116495521/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-08-RAB Estimate 5-Notes & Calculations 209
I-12-08 New Intersection Control - Fairview Avenue / Berkeley Road

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 5
NOTE NO. 7
New sidewalk length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 272
3,500
5,250
194
7,500
1,500
5 40,000
40,000
45,250
2200
7333
272
https://api.box.com/wopi/files/1989116495521/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-08-RAB Estimate 5-Notes & Calculations 210
I-12-08 New Intersection Control - Fairview Avenue / Berkeley Road

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1600 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
24 CY
RESULT NO. 10 24
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
1600
41 2200
130
2500
1875
104
2813
1,500
https://api.box.com/wopi/files/1989116495521/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-08-RAB Estimate 5-Notes & Calculations 211
I-12-08 New Intersection Control - Fairview Avenue / Berkeley Road

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 12
New street lights
12 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 505,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 80,00080,000 $
25,000$
10,000 $
30,000 $
480,000$
https://api.box.com/wopi/files/1989116495521/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-08-RAB Estimate 5-Notes & Calculations 212
I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive Description:

Scope:

Limits:

Estimate Type: Estimate Date: 16-Jan-26
Working Days:
120
Current Year Costs Section
Earthwork 85,900$ + 1
Pavement Structural Section 38,900$ + 2 Drainage -$ + 3
Specialty Items -$ + 4
Environmental 115,000$ + 5
Traffic Items 665,000$ + 6
Minor Items 181,000$ + 7
Roadway Mobilization 108,600$ + 8 Roadway Contingency 238,900$ + 9
TOTAL ROADWAY COST 1,433,300$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 1,433,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support 143,300$
+ 10%
PA&ED Support 143,300$ + 10%
PS&E Support 215,000$ + 15%
Right of Way Support 28,700$ + 2% Construction Support 229,300$ + 16% Support Contingency 152,000$ + 20% of Support Costs TOTAL SUPPORT COST 912,000$ =
Total Estimated Project Costs:
2,350,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New traffic signal and median island modifications.

New traffic signal and median island modifications.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Hollister Avenue and Cannon Green Drive https://api.box.com/wopi/files/1977221411126/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-10 Estimate 1-Summary 213
I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 375 x 228.81 = 85,804 $ 3
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS x = -$
TOTAL EARTHWORK SECTION ITEMS 85,900$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN x = -$
Class 2 Aggregate Base CY x = -$
Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY 32 x 1,212.77 = 38,809 $ 4 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 38,900$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1977221411126/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-10 Estimate 2-Roadway A 214
I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 50,000 = 50,000 $
Irrigation System LS 1 x 20,000 = 20,000 $
Plant Establishment Work LS 1 x 25,000 = 25,000 $
Implement Erosion Control LS x = -$
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 115,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 525,000 = 525,000 $ 1
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 40,000 = 40,000 $ 2 TOTAL TRAFFIC ITEMS 665,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 45,240 Stage Construction and Traffic Handling 5.0% $ 45,240 ADA Items 5.0% $ 45,240
Other Minor Items 5.0% $ 45,240
Total of Section 1-6 x 20.0% = 180,960$
TOTAL MINOR ITEMS 181,000$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 108,580$
TOTAL MOBILIZATION 108,600$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 238,880$
TOTAL CONTINGENCY 238,900$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
904,800$
1 ,085,800$
1,194,400$
https://api.box.com/wopi/files/1977221411126/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-10 Estimate 3-Roadway B 215
I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 0 =

TOTAL RIGHT OF WAY ESTIMATE
-$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

-$
-$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1977221411126/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-10 Estimate 4-Structures & RW 216
I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive NOTE NO. 1
Signal and Lighting
Scale:

Legs:

Cost: RESULT NO. 1 $525,000
NOTE NO. 2
Permanent Pavement Delineation
Cost RESULT NO. 2 $30,000
NOTE NO. 3
Roadway excavation
Area from CAD
SF
Depth
FT
Volume
CF
CY RESULT NO. 3 375
NOTE NO. 3
A1-6 Curb
Length
LF
Vol per foot
CY/LF
Volume
CY/LF
Island paving
Area
SF
Depth
IN
Volume
CF
6 CY
TOTAL 32 CY RESULT NO. 4 32
$525,000
3 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Major
4500

2.25 10125
$30,000
500
4 167
375
1005

0.02585
26 https://api.box.com/wopi/files/1977221411126/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-10 Estimate 5-Notes & Calculations 217
I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive Description:

Scope:

Limits:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New traffic signal.

New traffic signal improvements.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Hollister Avenue and Pebble Beach Drive https://api.box.com/wopi/files/1977222186474/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11 Estimate 1-Summary 218
I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY x = -$
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS x = -$
TOTAL EARTHWORK SECTION ITEMS -$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN x = -$
Class 2 Aggregate Base CY x = -$
Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY x = -$
Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS -$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1977222186474/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11 Estimate 2-Roadway A 219
I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS x = -$
Irrigation System LS x = -$
Plant Establishment Work LS x = -$
Implement Erosion Control LS x = -$
Prepare and Implement SWPPP / WPCP LS x = -$
TOTAL ENVIRONMENTAL -$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 700,000 = 700,000 $ 1
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 40,000 = 40,000 $ 2 TOTAL TRAFFIC ITEMS 840,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 42,000 Stage Construction and Traffic Handling 5.0% $ 42,000 ADA Items 5.0% $ 42,000
Other Minor Items 5.0% $ 42,000
Total of Section 1-6 x 20.0% = 168,000$
TOTAL MINOR ITEMS 168,000$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 100,800$
TOTAL MOBILIZATION 100,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 221,760$
TOTAL CONTINGENCY 221,800$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
840,000$
1 ,008,000$
1,108,800$
https://api.box.com/wopi/files/1977222186474/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11 Estimate 3-Roadway B 220
I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 0 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

Legs:

Cost: RESULT NO. 1 $700,000
NOTE NO. 2
Permanent Pavement Delineation
Cost RESULT NO. 2 $40,000$40,000
4 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Major
$700,000
https://api.box.com/wopi/files/1977222186474/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11 Estimate 5-Notes & Calculations 222
I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 758,900$ + 1
Pavement Structural Section 1,244,400$ + 2 Drainage 362,100$ + 3
Specialty Items -$ + 4
Environmental 185,000$ + 5
Traffic Items 330,000$ + 6
Minor Items 547,300$ + 7
Roadway Mobilization 342,800$ + 8 Roadway Contingency 1,131,200$ + 9
TOTAL ROADWAY COST 4,901,700$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 4,902,000$ =
TOTAL RIGHT OF WAY COST 5,805,000$ = 11
Management Support 490,200$
+ 10%
PA&ED Support 490,200$ + 10%
PS&E Support 735,300$ + 15%
Right of Way Support 98,100$ + 2% Construction Support 784,400$ + 16% Support Contingency 519,700$ + 20% of Support Costs TOTAL SUPPORT COST 3,118,000$ =
Total Estimated Project Costs:
13,850,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Hollister Avenue and Pebble Beach Drive https://api.box.com/wopi/files/1989122632403/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11-RAB Estimate 1-Summary 223
I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 3,565 x 110.00 = 392,150$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 741 x 90.00 = 66,690 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 758,900$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,640 x 237.97 = 390,271$ 3 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 4 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 6
Minor Concrete (Miscellaneous Construction) CY 547 x 1,424.58 = 779,245$ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,244,400$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1989122632403/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11-RAB Estimate 2-Roadway A 224
I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 80,000 = 80,000 $ 13 TOTAL TRAFFIC ITEMS 330,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 144,020 Stage Construction and Traffic Handling 6.0% $ 172,824 ADA Items 2.0% $ 57,608
Other Minor Items 6.0% $ 172,824
Total of Section 1-6 x 19.0% = 547,276$
TOTAL MINOR ITEMS 547,300$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 342,770$
TOTAL MOBILIZATION 342,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,131,150$
TOTAL CONTINGENCY 1,131,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,880,400$
3 ,427,700$
3,770,500$
https://api.box.com/wopi/files/1989122632403/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11-RAB Estimate 3-Roadway B 225
I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF 6,250 x 150.00 =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF 3,000 x 1,250.00 =
Relocation Assistance LS 1 x 150,000 =
Right of Way Contingency LS 20% x 4,837,500 =
TO

TAL RIGHT OF WAY ESTIMATE
967,500$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
3,750,000$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
5 ,805,000$
937,500$
-$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
150,000$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1989122632403/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11-RAB Estimate 4-Structures & RW 226
I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive NOTE NO. 1
Number of intersection legs
4 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 2 3,565
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 741
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN RESULT NO. 4 1,640
City of Goleta
35,000
96,250
3,565
3,500
10,000
20,000
741

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,640
40,000
20,000
22,625
https://api.box.com/wopi/files/1989122632403/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11-RAB Estimate 5-Notes & Calculations 227
I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 5
NOTE NO. 7
New sidewalk length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 272272
40,000
40,000
45,250
2200
7333
3,500
5,250
194
7,500
1,500
5 https://api.box.com/wopi/files/1989122632403/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11-RAB Estimate 5-Notes & Calculations 228
I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1600 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
24 CY
RESULT NO. 10 24
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
104
2813
1,500
2200
130
2500
1875
1600
41 https://api.box.com/wopi/files/1989122632403/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11-RAB Estimate 5-Notes & Calculations 229
I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 12
New street lights
12 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 505,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 80,000
25,000$
10,000 $
30,000 $
480,000$
80,000 $
https://api.box.com/wopi/files/1989122632403/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11-RAB Estimate 5-Notes & Calculations 230
I-12-12 New Intersection Control - Hollister Avenue / La Sumida Gardens Lane Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
90 Current Year Costs Section
Earthwork -$ + 1
Pavement Structural Section -$ + 2 Drainage -$ + 3
Specialty Items -$ + 4
Environmental -$ + 5
Traffic Items 655,000$ + 6
Minor Items 131,000$ + 7
Roadway Mobilization 78,600$ + 8 Roadway Contingency 173,000$ + 9
TOTAL ROADWAY COST 1,037,600$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 1,038,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support 103,800$
+ 10%
PA&ED Support 103,800$ + 10%
PS&E Support 155,700$ + 15%
Right of Way Support 20,800$ + 2% Construction Support 166,100$ + 16% Support Contingency 110,100$ + 20% of Support Costs TOTAL SUPPORT COST 661,000$ =
Total Estimated Project Costs:
1,700,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New traffic signal.

New traffic signal improvements.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Hollister Avenue and La Sumida Gardens Lane https://api.box.com/wopi/files/1977224198395/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-12 Estimate 1-Summary 231
I-12-12 New Intersection Control - Hollister Avenue / La Sumida Gardens Lane SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY x = -$
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS x = -$
TOTAL EARTHWORK SECTION ITEMS -$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN x = -$
Class 2 Aggregate Base CY x = -$
Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY x = -$
Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS -$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1977224198395/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-12 Estimate 2-Roadway A 232
I-12-12 New Intersection Control - Hollister Avenue / La Sumida Gardens Lane SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS x = -$
Irrigation System LS x = -$
Plant Establishment Work LS x = -$
Implement Erosion Control LS x = -$
Prepare and Implement SWPPP / WPCP LS x = -$
TOTAL ENVIRONMENTAL -$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 525,000 = 525,000 $ 1
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 30,000 = 30,000 $ 2 TOTAL TRAFFIC ITEMS 655,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 32,750 Stage Construction and Traffic Handling 5.0% $ 32,750 ADA Items 5.0% $ 32,750
Other Minor Items 5.0% $ 32,750
Total of Section 1-6 x 20.0% = 131,000$
TOTAL MINOR ITEMS 131,000$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 78,600$
TOTAL MOBILIZATION 78,600$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 172,920$
TOTAL CONTINGENCY 173,000$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
655,000$
7 86,000$
864,600$
https://api.box.com/wopi/files/1977224198395/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-12 Estimate 3-Roadway B 233
I-12-12 New Intersection Control - Hollister Avenue / La Sumida Gardens Lane SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 0 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

Legs:

Cost: RESULT NO. 1 $525,000
NOTE NO. 2
Permanent Pavement Delineation
Cost RESULT NO. 2 $30,000$30,000
3 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Major
$525,000
https://api.box.com/wopi/files/1977224198395/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-12 Estimate 5-Notes & Calculations 235
I-12-12 New Intersection Control - Hollister Avenue / La Sumida Lane Description:

Scope:

Limits:

Estimate Type: Estimate Date: 16-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 709,000$ + 1
Pavement Structural Section 868,600$ + 2 Drainage 362,100$ + 3
Specialty Items -$ + 4
Environmental 185,000$ + 5
Traffic Items 330,000$ + 6
Minor Items 466,400$ + 7
Roadway Mobilization 292,200$ + 8 Roadway Contingency 964,000$ + 9
TOTAL ROADWAY COST 4,177,300$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 4,177,000$ =
TOTAL RIGHT OF WAY COST 4,275,000$ = 11
Management Support 417,700$
+ 10%
PA&ED Support 417,700$ + 10%
PS&E Support 626,600$ + 15%
Right of Way Support 83,600$ + 2% Construction Support 668,400$ + 16% Support Contingency 442,800$ + 20% of Support Costs TOTAL SUPPORT COST 2,657,000$ =
Total Estimated Project Costs:
11,150,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Hollister Avenue and La Sumida Lane
https://api.box.com/wopi/files/1989146267188/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-12-RAB Estimate 1-Summary 236
I-12-12 New Intersection Control - Hollister Avenue / La Sumida Lane SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 2,139 x 160.00 = 342,240 $ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 741 x 90.00 = 66,690 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 709,000$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,060 x 237.97 = 252,248 $ 3 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 4 Slurry Seal TN 3 x 3,507.95 = 10,524 $ 6
Minor Concrete (Miscellaneous Construction) CY 385 x 1,424.58 = 548,463 $ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 868,600$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500 $ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1989146267188/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-12-RAB Estimate 2-Roadway A 237
I-12-12 New Intersection Control - Hollister Avenue / La Sumida Lane SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 80,000 = 80,000 $ 13 TOTAL TRAFFIC ITEMS 330,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 122,735 Stage Construction and Traffic Handling 6.0% $ 147,282 ADA Items 2.0% $ 49,094
Other Minor Items 6.0% $ 147,282
Total of Section 1-6 x 19.0% = 466,393$
TOTAL MINOR ITEMS 466,400$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 292,110$
TOTAL MOBILIZATION 292,200$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 963,990$
TOTAL CONTINGENCY 964,000$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,454,700$
2 ,921,100$
3,213,300$
https://api.box.com/wopi/files/1989146267188/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-12-RAB Estimate 3-Roadway B 238
I-12-12 New Intersection Control - Hollister Avenue / La Sumida Lane SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 14,250 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 3,562,500 =
TO

TAL RIGHT OF WAY ESTIMATE
712,500$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
4 ,275,000$
-$
3,562,500$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1989146267188/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-12-RAB Estimate 4-Structures & RW 239
I-12-12 New Intersection Control - Hollister Avenue / La Sumida Lane NOTE NO. 1
Number of intersection legs
4 legs
150 feet average approach length
125 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 2 2,139
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 741
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 1,060
City of Goleta
21,000
57,750
2,139
3,500
10,000
20,000
741

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,0
60 24,000
12,000
14,625
https://api.box.com/wopi/files/1989146267188/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-12-RAB Estimate 5-Notes & Calculations 240
I-12-12 New Intersection Control - Hollister Avenue / La Sumida Lane City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
150 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 3
NOTE NO. 7
New sidewalk length
200 feet At roundabout
1200 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 173173
24,000
24,000
29,250
1400
4667
3,500
5,250
194
4,500
1,500
3 https://api.box.com/wopi/files/1989146267188/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-12-RAB Estimate 5-Notes & Calculations 241
I-12-12 New Intersection Control - Hollister Avenue / La Sumida Lane City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1000 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
200 feet At roundabout
1200 feet Approaches
feet TOTAL
Volume / foot

0.06 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY RESULT NO. 8 108
NOTE NO. 9
Truck apron and misc
Truck apron (CAD)
SF
Concrete thickness
9 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
50% Additional for misc
CF
CY
RESULT NO. 9 104
NOTE NO. 10
New drop inlets - assumed one each side of the road on each leg 8 each
Depth of drop inlets
5 feet
Drop inlet volume - Caltrans OL-10
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
24 CY
RESULT NO. 10 24
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
104
2813
1,500
1400
83 2500
1875
1000
26 https://api.box.com/wopi/files/1989146267188/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-12-RAB Estimate 5-Notes & Calculations 242
I-12-12 New Intersection Control - Hollister Avenue / La Sumida Lane City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 12
New street lights
12 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 505,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 80,000
25,000$
10,000 $
30,000 $
480,000$
80,000 $
https://api.box.com/wopi/files/1989146267188/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-12-RAB Estimate 5-Notes & Calculations 243
I-12-23 New Intersection Control - Carlo Drive / Cathedral Oaks Road Description:

Scope:

Limits:

Estimate Type: Estimate Date: 20-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 758,900$ + 1
Pavement Structural Section 1,244,400$ + 2 Drainage 362,100$ + 3
Specialty Items -$ + 4
Environmental 185,000$ + 5
Traffic Items 330,000$ + 6
Minor Items 547,300$ + 7
Roadway Mobilization 342,800$ + 8 Roadway Contingency 1,131,200$ + 9
TOTAL ROADWAY COST 4,901,700$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 4,902,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support 490,200$
+ 10%
PA&ED Support 490,200$ + 10%
PS&E Support 735,300$ + 15%
Right of Way Support 98,100$ + 2% Construction Support 784,400$ + 16% Support Contingency 519,700$ + 20% of Support Costs TOTAL SUPPORT COST 3,118,000$ =
Total Estimated Project Costs:
8,050,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Cathedral Oaks Road and Carlo Drive
https://api.box.com/wopi/files/1989137089531/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-23-RAB Estimate 1-Summary 244
I-12-23 New Intersection Control - Carlo Drive / Cathedral Oaks Road SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 3,565 x 110.00 = 392,150$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 741 x 90.00 = 66,690 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 758,900$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,640 x 237.97 = 390,271$ 3 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 4 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 6
Minor Concrete (Miscellaneous Construction) CY 547 x 1,424.58 = 779,245$ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,244,400$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1989137089531/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-23-RAB Estimate 2-Roadway A 245
I-12-23 New Intersection Control - Carlo Drive / Cathedral Oaks Road SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 80,000 = 80,000 $ 13 TOTAL TRAFFIC ITEMS 330,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 144,020 Stage Construction and Traffic Handling 6.0% $ 172,824 ADA Items 2.0% $ 57,608
Other Minor Items 6.0% $ 172,824
Total of Section 1-6 x 19.0% = 547,276$
TOTAL MINOR ITEMS 547,300$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 342,770$
TOTAL MOBILIZATION 342,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,131,150$
TOTAL CONTINGENCY 1,131,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,880,400$
3 ,427,700$
3,770,500$
https://api.box.com/wopi/files/1989137089531/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-23-RAB Estimate 3-Roadway B 246
I-12-23 New Intersection Control - Carlo Drive / Cathedral Oaks Road SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 0 =
TO

TAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

-$
-$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- -$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
https://api.box.com/wopi/files/1989137089531/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-23-RAB Estimate 4-Structures & RW 247
I-12-23 New Intersection Control - Carlo Drive / Cathedral Oaks Road NOTE NO. 1
Number of intersection legs
4 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 2 3,565
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 741
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 1,640

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,6
40 40,000
20,000
22,625
City of Goleta
35,000
96,250
3,565
3,500
10,000
20,000
741
https://api.box.com/wopi/files/1989137089531/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-23-RAB Estimate 5-Notes & Calculations 248
I-12-23 New Intersection Control - Carlo Drive / Cathedral Oaks Road

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 5
NOTE NO. 7
New sidewalk length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 272
3,500
5,250
194
7,500
1,500
5 40,000
40,000
45,250
2200
7333
272
https://api.box.com/wopi/files/1989137089531/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-23-RAB Estimate 5-Notes & Calculations 249
I-12-23 New Intersection Control - Carlo Drive / Cathedral Oaks Road

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1600 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
24 CY
RESULT NO. 10 24
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
1600
41 2200
130
2500
1875
104
2813
1,500
https://api.box.com/wopi/files/1989137089531/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-23-RAB Estimate 5-Notes & Calculations 250
I-12-23 New Intersection Control - Carlo Drive / Cathedral Oaks Road

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 12
New street lights
12 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 505,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 80,00080,000 $
25,000$
10,000 $
30,000 $
480,000$
https://api.box.com/wopi/files/1989137089531/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-23-RAB Estimate 5-Notes & Calculations 251
I-12-27 New Intersection Control - Cathedral Oaks / 101 SB-Ramp Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
220
Current Year Costs Section
Earthwork 758,900$ + 1
Pavement Structural Section 1,244,400$ + 2 Drainage 362,100$ + 3
Specialty Items 624,400$ + 4
Environmental 185,000$ + 5
Traffic Items 330,000$ + 6
Minor Items 666,000$ + 7
Roadway Mobilization 417,100$ + 8 Roadway Contingency 1,376,400$ + 9
TOTAL ROADWAY COST 5,964,300$ =
TOTAL STRUCTURES COST 14,414,400$ + 10 TOTAL CONSTRUCTION COST 20,379,000$ =
TOTAL RIGHT OF WAY COST 650,000$ = 11 Management Support 2,037,900$
+ 10%
PA&ED Support 2,037,900$ + 10%
PS&E Support 3,056,900$ + 15%
Right of Way Support 407,600$ + 2% Construction Support 3,260,700$ + 16% Support Contingency 2,160,200$ + 20% of Support Costs TOTAL SUPPORT COST 12,962,000$ =
Total Estimated Project Costs:
34,000,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (Caltrans)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Cathedral Oaks Road and 101 SB Ramps
https://api.box.com/wopi/files/1989196201282/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-27-RAB Estimate 1-Summary 252
I-12-27 New Intersection Control - Cathedral Oaks / 101 SB-Ramp SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 3,565 x 110.00 = 392,150$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 741 x 90.00 = 66,690 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 758,900$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,640 x 237.97 = 390,271$ 3 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 4 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 6
Minor Concrete (Miscellaneous Construction) CY 547 x 1,424.58 = 779,245$ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,244,400$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY 326 x 1,915.28 = 624,381$ 14 TOTAL SPECIALTY ITEMS 624,400$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1989196201282/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-27-RAB Estimate 2-Roadway A 253
I-12-27 New Intersection Control - Cathedral Oaks / 101 SB-Ramp SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 80,000 = 80,000 $ 13 TOTAL TRAFFIC ITEMS 330,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 175,240 Stage Construction and Traffic Handling 6.0% $ 210,288 ADA Items 2.0% $ 70,096
Other Minor Items 6.0% $ 210,288
Total of Section 1-6 x 19.0% = 665,912$
TOTAL MINOR ITEMS 666,000$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 417,080$
TOTAL MOBILIZATION 417,100$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,376,370$
TOTAL CONTINGENCY 1,376,400$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
3,504,800$
4 ,170,800$
4,587,900$
https://api.box.com/wopi/files/1989196201282/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-27-RAB Estimate 3-Roadway B 254
I-12-27 New Intersection Control - Cathedral Oaks / 101 SB-Ramp SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 40 LF 0 LF 0 LF
Total Bridge Length 210 LF 0 LF 0 LF
Total Area (Square Feet) 8400 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 30%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS 1 x 250,000 =
Railroad - Flaggers LS 1 x 250,000 =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 30% x 500,000 =
TO

TAL RIGHT OF WAY ESTIMATE
150,000$
Cost
6 5 5
5 5 5
$1,200 $0 $0
10,080,000$ -$ -$ 250,000$
-$
RR OH xxxxxxxxx
2 0 0
--Select Bridge Type--PC/PS Box --Select Bridge Type--
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
14,414,400$
6 50,000$
-$
-$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ 10,080,000
$ 1,008,000
$ 3,326,400
250,000$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1989196201282/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-27-RAB Estimate 4-Structures & RW 255
I-12-27 New Intersection Control - Cathedral Oaks / 101 SB-Ramp NOTE NO. 1
Number of intersection legs
4 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 2 3,565
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 741
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 1,640
City of Goleta
35,000
96,250
3,565
3,500
10,000
20,000
741

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,6
40 40,000
20,000
22,625
https://api.box.com/wopi/files/1989196201282/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-27-RAB Estimate 5-Notes & Calculations 256
I-12-27 New Intersection Control - Cathedral Oaks / 101 SB-Ramp City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 5
NOTE NO. 7
New sidewalk length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 272272
40,000
40,000
45,250
2200
7333
3,500
5,250
194
7,500
1,500
5 https://api.box.com/wopi/files/1989196201282/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-27-RAB Estimate 5-Notes & Calculations 257
I-12-27 New Intersection Control - Cathedral Oaks / 101 SB-Ramp City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1600 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
24 CY
RESULT NO. 10 24
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
104
2813
1,500
2200
130
2500
1875
1600
41 https://api.box.com/wopi/files/1989196201282/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-27-RAB Estimate 5-Notes & Calculations 258
I-12-27 New Intersection Control - Cathedral Oaks / 101 SB-Ramp City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 12
New street lights
12 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 505,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 80,000
NOTE NO. 14
Retaining walls
100 feet Length
8 feet Average Height
1 feet Stem Thickness
12 feet Footing Width

1.5 feet Footing Thickness
Volume = Minor Concrete (Minor Structure)
96 CY
200 feet Length
10 feet Average Height
1 feet Stem Thickness
14 feet Footing Width

1.5 feet Footing Thickness
Volume = Minor Concrete (Minor Structure)
230 CY RESULT NO. 14 326
25,000$
10,000 $
30,000 $
480,000$
80,000 $
https://api.box.com/wopi/files/1989196201282/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-27-RAB Estimate 5-Notes & Calculations 259
I-12-30 New Intersection Control - Hollister Avenue / Palo Alto Drive Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 758,900$ + 1
Pavement Structural Section 1,244,400$ + 2 Drainage 362,100$ + 3
Specialty Items -$ + 4
Environmental 185,000$ + 5
Traffic Items 330,000$ + 6
Minor Items 547,300$ + 7
Roadway Mobilization 342,800$ + 8 Roadway Contingency 1,131,200$ + 9
TOTAL ROADWAY COST 4,901,700$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 4,902,000$ =
TOTAL RIGHT OF WAY COST 2,145,000$ = 11
Management Support 490,200$
+ 10%
PA&ED Support 490,200$ + 10%
PS&E Support 735,300$ + 15%
Right of Way Support 98,100$ + 2% Construction Support 784,400$ + 16% Support Contingency 519,700$ + 20% of Support Costs TOTAL SUPPORT COST 3,118,000$ =
Total Estimated Project Costs:
10,200,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Hollister Avenue and Palo Alto Drive
https://api.box.com/wopi/files/1989210731475/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-30-RAB Estimate 1-Summary 260
I-12-30 New Intersection Control - Hollister Avenue / Palo Alto Drive SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 3,565 x 110.00 = 392,150$ 2
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 741 x 90.00 = 66,690 $ 3
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 758,900$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,640 x 237.97 = 390,271$ 4 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 5 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 6
Minor Concrete (Miscellaneous Construction) CY 547 x 1,424.58 = 779,245$ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,244,400$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1989210731475/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-30-RAB Estimate 2-Roadway A 261
I-12-30 New Intersection Control - Hollister Avenue / Palo Alto Drive SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 80,000 = 80,000 $ 13 TOTAL TRAFFIC ITEMS 330,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 144,020 Stage Construction and Traffic Handling 6.0% $ 172,824 ADA Items 2.0% $ 57,608
Other Minor Items 6.0% $ 172,824
Total of Section 1-6 x 19.0% = 547,276$
TOTAL MINOR ITEMS 547,300$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 342,770$
TOTAL MOBILIZATION 342,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,131,150$
TOTAL CONTINGENCY 1,131,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,880,400$
3 ,427,700$
3,770,500$
https://api.box.com/wopi/files/1989210731475/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-30-RAB Estimate 3-Roadway B 262
I-12-30 New Intersection Control - Hollister Avenue / Palo Alto Drive SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF 250 x 150.00 =
Acquisition - Commercial Property SF 7,000 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 1,787,500 =
TO

TAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
2 ,145,000$
37,500$
1,750,000$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- 357,500$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
https://api.box.com/wopi/files/1989210731475/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-30-RAB Estimate 4-Structures & RW 263
I-12-30 New Intersection Control - Hollister Avenue / Palo Alto Drive NOTE NO. 1
Number of intersection legs
4 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 2 3,565
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 741
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 1,640

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,6
40 40,000
20,000
22,625
City of Goleta
35,000
96,250
3,565
3,500
10,000
20,000
741
https://api.box.com/wopi/files/1989210731475/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-30-RAB Estimate 5-Notes & Calculations 264
I-12-30 New Intersection Control - Hollister Avenue / Palo Alto Drive

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 5
NOTE NO. 7
New sidewalk length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 272
3,500
5,250
194
7,500
1,500
5 40,000
40,000
45,250
2200
7333
272
https://api.box.com/wopi/files/1989210731475/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-30-RAB Estimate 5-Notes & Calculations 265
I-12-30 New Intersection Control - Hollister Avenue / Palo Alto Drive

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1600 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
24 CY
RESULT NO. 10 24
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
1600
41 2200
130
2500
1875
104
2813
1,500
https://api.box.com/wopi/files/1989210731475/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-30-RAB Estimate 5-Notes & Calculations 266
I-12-30 New Intersection Control - Hollister Avenue / Palo Alto Drive

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 12
New street lights
12 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 505,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 80,00080,000 $
25,000$
10,000 $
30,000 $
480,000$
https://api.box.com/wopi/files/1989210731475/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-30-RAB Estimate 5-Notes & Calculations 267
I-12-31 New Intersection Control - Hollister Avenue / Santa Felicia Drive Description:

Scope:

Limits:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New traffic signal.

New traffic signal improvements.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Hollister Avenue and Santa Felicia Drive https://api.box.com/wopi/files/1977219935226/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-31 Estimate 1-Summary 268
I-12-31 New Intersection Control - Hollister Avenue / Santa Felicia Drive SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY x = -$
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS x = -$
TOTAL EARTHWORK SECTION ITEMS -$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN x = -$
Class 2 Aggregate Base CY x = -$
Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY x = -$
Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS -$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1977219935226/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-31 Estimate 2-Roadway A 269
I-12-31 New Intersection Control - Hollister Avenue / Santa Felicia Drive SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS x = -$
Irrigation System LS x = -$
Plant Establishment Work LS x = -$
Implement Erosion Control LS x = -$
Prepare and Implement SWPPP / WPCP LS x = -$
TOTAL ENVIRONMENTAL -$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 700,000 = 700,000 $ 1
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 40,000 = 40,000 $ 2 TOTAL TRAFFIC ITEMS 840,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 42,000 Stage Construction and Traffic Handling 5.0% $ 42,000 ADA Items 5.0% $ 42,000
Other Minor Items 5.0% $ 42,000
Total of Section 1-6 x 20.0% = 168,000$
TOTAL MINOR ITEMS 168,000$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 100,800$
TOTAL MOBILIZATION 100,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 221,760$
TOTAL CONTINGENCY 221,800$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
840,000$
1 ,008,000$
1,108,800$
https://api.box.com/wopi/files/1977219935226/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-31 Estimate 3-Roadway B 270
I-12-31 New Intersection Control - Hollister Avenue / Santa Felicia Drive SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 0 =

TOTAL RIGHT OF WAY ESTIMATE
-$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

-$
-$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1977219935226/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-31 Estimate 4-Structures & RW 271
I-12-31 New Intersection Control - Hollister Avenue / Santa Felicia Drive NOTE NO. 1
Signal and Lighting
Scale:

Legs:

Cost: RESULT NO. 1 $700,000
NOTE NO. 2
Permanent Pavement Delineation
Cost RESULT NO. 2 $40,000$40,000
4 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Major
$700,000
https://api.box.com/wopi/files/1977219935226/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-31 Estimate 5-Notes & Calculations 272
I-12-32 New Intersection Control - Storke Avenue / Santa Felicia Drive Description:

Scope:

Limits:

Estimate Type: Estimate Date: 16-Jan-26
Working Days:
60 Current Year Costs Section
Earthwork 36,500$ + 1
Pavement Structural Section 36,300$ + 2 Drainage -$ + 3
Specialty Items -$ + 4
Environmental -$ + 5
Traffic Items 30,000$ + 6
Minor Items 20,600$ + 7
Roadway Mobilization 12,400$ + 8 Roadway Contingency 27,200$ + 9 TOTAL ROADWAY COST 163,000$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 163,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support 16,300$
+ 10%
PA&ED Support 16,300$ + 10%
PS&E Support 24,500$ + 15%
Right of Way Support 3,300$ + 2% Construction Support 26,100$ + 16% Support Contingency 17,300$ + 20% of Support Costs TOTAL SUPPORT COST 104,000$ =
Total Estimated Project Costs: 270,000$ Check Status Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
Intersection and median island modifications.

Intersection and median island modifications.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Storke Avenue and Santa Felicia Drive
https://api.box.com/wopi/files/1977226549488/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-32 Estimate 1-Summary 273
I-12-32 New Intersection Control - Storke Avenue / Santa Felicia Drive SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 111 x 328.52 = 36,466 $ 2
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS x = -$
TOTAL EARTHWORK SECTION ITEMS 36,500$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN x = -$
Class 2 Aggregate Base CY x = -$
Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY 14 x 2,591.04 = 36,275 $ 3 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 36,300$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1977226549488/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-32 Estimate 2-Roadway A 274
I-12-32 New Intersection Control - Storke Avenue / Santa Felicia Drive SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS x = -$
Irrigation System LS x = -$
Plant Establishment Work LS x = -$
Implement Erosion Control LS x = -$
Prepare and Implement SWPPP / WPCP LS x = -$
TOTAL ENVIRONMENTAL -$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 30,000 = 30,000 $ 1 TOTAL TRAFFIC ITEMS 30,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 5,140 Stage Construction and Traffic Handling 5.0% $ 5,140 ADA Items 5.0% $ 5,140
Other Minor Items 5.0% $ 5,140
Total of Section 1-6 x 20.0% = 20,560$
TOTAL MINOR ITEMS 20,600$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 12,340$
TOTAL MOBILIZATION 12,400$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 27,160$
TOTAL CONTINGENCY 27,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
102,800$
1 23,400$
135,800$
https://api.box.com/wopi/files/1977226549488/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-32 Estimate 3-Roadway B 275
I-12-32 New Intersection Control - Storke Avenue / Santa Felicia Drive SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 0 =

TOTAL RIGHT OF WAY ESTIMATE
-$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

-$
-$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1977226549488/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-32 Estimate 4-Structures & RW 276
I-12-32 New Intersection Control - Storke Avenue / Santa Felicia Drive NOTE NO. 1
Pavement delineation
Cost RESULT NO. 1 $30,000
NOTE NO. 2
Roadway excavation
Area
SF
Depth
FT
Volume
CF
CY RESULT NO. 2 111
NOTE NO. 3
A1-6 Curb
Length
LF
Vol per foot
CY/LF
Volume
CY/LF
Island paving
Area
SF
Depth
IN
Volume
CF
4 CY
TOTAL 14 CY RESULT NO. 3 14
$30,000

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
3000

2.25 3000
111
400

0.02585
10 300
4 100
https://api.box.com/wopi/files/1977226549488/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-32 Estimate 5-Notes & Calculations 277
I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 758,900$ + 1
Pavement Structural Section 1,244,400$ + 2 Drainage 362,100$ + 3
Specialty Items -$ + 4
Environmental 185,000$ + 5
Traffic Items 330,000$ + 6
Minor Items 547,300$ + 7
Roadway Mobilization 342,800$ + 8 Roadway Contingency 1,131,200$ + 9
TOTAL ROADWAY COST 4,901,700$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 4,902,000$ =
TOTAL RIGHT OF WAY COST 1,350,000$ = 11
Management Support 490,200$
+ 10%
PA&ED Support 490,200$ + 10%
PS&E Support 735,300$ + 15%
Right of Way Support 98,100$ + 2% Construction Support 784,400$ + 16% Support Contingency 519,700$ + 20% of Support Costs TOTAL SUPPORT COST 3,118,000$ =
Total Estimated Project Costs:
9,400,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Hollister Avenue and Catheral Oaks Avenue https://api.box.com/wopi/files/1989191080779/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-33-RAB Estimate 1-Summary 278
I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 3,565 x 110.00 = 392,150$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 741 x 90.00 = 66,690 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 758,900$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,640 x 237.97 = 390,271$ 3 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 4 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 6
Minor Concrete (Miscellaneous Construction) CY 547 x 1,424.58 = 779,245$ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,244,400$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1989191080779/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-33-RAB Estimate 2-Roadway A 279
I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 80,000 = 80,000 $ 13 TOTAL TRAFFIC ITEMS 330,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 144,020 Stage Construction and Traffic Handling 6.0% $ 172,824 ADA Items 2.0% $ 57,608
Other Minor Items 6.0% $ 172,824
Total of Section 1-6 x 19.0% = 547,276$
TOTAL MINOR ITEMS 547,300$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 342,770$
TOTAL MOBILIZATION 342,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,131,150$
TOTAL CONTINGENCY 1,131,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,880,400$
3 ,427,700$
3,770,500$
https://api.box.com/wopi/files/1989191080779/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-33-RAB Estimate 3-Roadway B 280
I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 2,500 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS 1 x 500,000 =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 1,125,000 =
TO

TAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
1 ,350,000$
-$
625,000$
-$
500,000$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- 225,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
https://api.box.com/wopi/files/1989191080779/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-33-RAB Estimate 4-Structures & RW 281
I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue NOTE NO. 1
Number of intersection legs
4 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 2 3,565
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 741
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 1,640

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,6
40 40,000
20,000
22,625
City of Goleta
35,000
96,250
3,565
3,500
10,000
20,000
741
https://api.box.com/wopi/files/1989191080779/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-33-RAB Estimate 5-Notes & Calculations 282
I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 5
NOTE NO. 7
New sidewalk length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 272
3,500
5,250
194
7,500
1,500
5 40,000
40,000
45,250
2200
7333
272
https://api.box.com/wopi/files/1989191080779/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-33-RAB Estimate 5-Notes & Calculations 283
I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1600 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
24 CY
RESULT NO. 10 24
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
1600
41 2200
130
2500
1875
104
2813
1,500
https://api.box.com/wopi/files/1989191080779/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-33-RAB Estimate 5-Notes & Calculations 284
I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 12
New street lights
12 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 505,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 80,00080,000 $
25,000$
10,000 $
30,000 $
480,000$
https://api.box.com/wopi/files/1989191080779/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-33-RAB Estimate 5-Notes & Calculations 285
I-12-34 New Intersection Control - Hollister Avenue / Cortona Drive Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
90 Current Year Costs Section
Earthwork -$ + 1
Pavement Structural Section -$ + 2 Drainage -$ + 3
Specialty Items -$ + 4
Environmental -$ + 5
Traffic Items 655,000$ + 6
Minor Items 131,000$ + 7
Roadway Mobilization 78,600$ + 8 Roadway Contingency 173,000$ + 9
TOTAL ROADWAY COST 1,037,600$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 1,038,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support 103,800$
+ 10%
PA&ED Support 103,800$ + 10%
PS&E Support 155,700$ + 15%
Right of Way Support 20,800$ + 2% Construction Support 166,100$ + 16% Support Contingency 110,100$ + 20% of Support Costs TOTAL SUPPORT COST 661,000$ =
Total Estimated Project Costs:
1,700,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New traffic signal.

New traffic signal improvements.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Hollister Avenue and Cortona Drive
https://api.box.com/wopi/files/1977224339094/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-34 Estimate 1-Summary 286
I-12-34 New Intersection Control - Hollister Avenue / Cortona Drive SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY x = -$
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS x = -$
TOTAL EARTHWORK SECTION ITEMS -$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN x = -$
Class 2 Aggregate Base CY x = -$
Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY x = -$
Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS -$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1977224339094/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-34 Estimate 2-Roadway A 287
I-12-34 New Intersection Control - Hollister Avenue / Cortona Drive SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS x = -$
Irrigation System LS x = -$
Plant Establishment Work LS x = -$
Implement Erosion Control LS x = -$
Prepare and Implement SWPPP / WPCP LS x = -$
TOTAL ENVIRONMENTAL -$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 525,000 = 525,000 $ 1
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 30,000 = 30,000 $ 2 TOTAL TRAFFIC ITEMS 655,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 32,750 Stage Construction and Traffic Handling 5.0% $ 32,750 ADA Items 5.0% $ 32,750
Other Minor Items 5.0% $ 32,750
Total of Section 1-6 x 20.0% = 131,000$
TOTAL MINOR ITEMS 131,000$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 78,600$
TOTAL MOBILIZATION 78,600$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 172,920$
TOTAL CONTINGENCY 173,000$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
655,000$
7 86,000$
864,600$
https://api.box.com/wopi/files/1977224339094/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-34 Estimate 3-Roadway B 288
I-12-34 New Intersection Control - Hollister Avenue / Cortona Drive SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 0 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

Legs:

Cost: RESULT NO. 1 $525,000
NOTE NO. 2
Permanent Pavement Delineation
Cost RESULT NO. 2 $30,000$30,000
3 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Major
$525,000
https://api.box.com/wopi/files/1977224339094/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-34 Estimate 5-Notes & Calculations 290
I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road Description:

Scope:

Limits:

Estimate Type: Estimate Date: 20-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 758,900$ + 1
Pavement Structural Section 1,244,400$ + 2 Drainage 362,100$ + 3
Specialty Items -$ + 4
Environmental 185,000$ + 5
Traffic Items 330,000$ + 6
Minor Items 547,300$ + 7
Roadway Mobilization 342,800$ + 8 Roadway Contingency 1,131,200$ + 9
TOTAL ROADWAY COST 4,901,700$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 4,902,000$ =
TOTAL RIGHT OF WAY COST 750,000$ = 11 Management Support 490,200$
+ 10%
PA&ED Support 490,200$ + 10%
PS&E Support 735,300$ + 15%
Right of Way Support 98,100$ + 2% Construction Support 784,400$ + 16% Support Contingency 519,700$ + 20% of Support Costs TOTAL SUPPORT COST 3,118,000$ =
Total Estimated Project Costs:
8,800,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Catheral Oaks Avenue and Glen Annie Road https://api.box.com/wopi/files/2108650475198/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-35-RAB Estimate 1-Summary 291
I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 3,565 x 110.00 = 392,150$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 741 x 90.00 = 66,690 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 758,900$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,640 x 237.97 = 390,271$ 3 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 4 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 6
Minor Concrete (Miscellaneous Construction) CY 547 x 1,424.58 = 779,245$ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,244,400$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/2108650475198/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-35-RAB Estimate 2-Roadway A 292
I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 80,000 = 80,000 $ 13 TOTAL TRAFFIC ITEMS 330,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 144,020 Stage Construction and Traffic Handling 6.0% $ 172,824 ADA Items 2.0% $ 57,608
Other Minor Items 6.0% $ 172,824
Total of Section 1-6 x 19.0% = 547,276$
TOTAL MINOR ITEMS 547,300$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 342,770$
TOTAL MOBILIZATION 342,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,131,150$
TOTAL CONTINGENCY 1,131,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,880,400$
3 ,427,700$
3,770,500$
https://api.box.com/wopi/files/2108650475198/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-35-RAB Estimate 3-Roadway B 293
I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 2,000 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 50% x 500,000 =
TO

TAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
7 50,000$
-$
500,000$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- 250,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
https://api.box.com/wopi/files/2108650475198/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-35-RAB Estimate 4-Structures & RW 294
I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road NOTE NO. 1
Number of intersection legs
4 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 2 3,565
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 741
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 1,640

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,6
40 40,000
20,000
22,625
City of Goleta
35,000
96,250
3,565
3,500
10,000
20,000
741
https://api.box.com/wopi/files/2108650475198/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-35-RAB Estimate 5-Notes & Calculations 295
I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 5
NOTE NO. 7
New sidewalk length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 272
3,500
5,250
194
7,500
1,500
5 40,000
40,000
45,250
2200
7333
272
https://api.box.com/wopi/files/2108650475198/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-35-RAB Estimate 5-Notes & Calculations 296
I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1600 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
200 feet At roundabout
2000 feet Approaches
feet TOTAL
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
24 CY
RESULT NO. 10 24
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
1600
41 2200
130
2500
1875
104
2813
1,500
https://api.box.com/wopi/files/2108650475198/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-35-RAB Estimate 5-Notes & Calculations 297
I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 12
New street lights
12 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 505,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 80,00080,000 $
25,000$
10,000 $
30,000 $
480,000$
https://api.box.com/wopi/files/2108650475198/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-35-RAB Estimate 5-Notes & Calculations 298
I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue Description:

Scope:

Limits:

Estimate Type: Estimate Date: 20-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 769,400$ + 1
Pavement Structural Section 1,038,600$ + 2 Drainage 344,700$ + 3
Specialty Items -$ + 4
Environmental 185,000$ + 5
Traffic Items 310,000$ + 6
Minor Items 503,100$ + 7
Roadway Mobilization 315,100$ + 8 Roadway Contingency 1,039,800$ + 9
TOTAL ROADWAY COST 4,505,700$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 4,506,000$ =
TOTAL RIGHT OF WAY COST 1,875,000$ = 11
Management Support 450,600$
+ 10%
PA&ED Support 450,600$ + 10%
PS&E Support 675,900$ + 15%
Right of Way Support 90,200$ + 2% Construction Support 721,000$ + 16% Support Contingency 477,700$ + 20% of Support Costs TOTAL SUPPORT COST 2,866,000$ =
Total Estimated Project Costs:
9,250,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
New simple single-lane roundabout.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Catheral Oaks Avenue and Alameda Avenue https://api.box.com/wopi/files/2108645171341/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36-RAB Estimate 1-Summary 299
I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 2,674 x 160.00 = 427,840$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 1,037 x 40.00 = 41,480 $ 2
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 300,000 = 300,000 $
TOTAL EARTHWORK SECTION ITEMS 769,400$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,278 x 237.97 = 304,126$ 3 Class 2 Aggregate Base CY 194 x 295.45 = 57,317 $ 4 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 6
Minor Concrete (Miscellaneous Construction) CY 463 x 1,424.58 = 659,581$ 7,8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,038,600$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 18 x 2,900.00 = 52,200 $ 10 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500$ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 344,700$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/2108645171341/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36-RAB Estimate 2-Roadway A 300
I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 25,000 $
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 20,000 = 20,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 185,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 250,000 = 250,000 $ 12 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 60,000 = 60,000 $ 13 TOTAL TRAFFIC ITEMS 310,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 132,385 Stage Construction and Traffic Handling 6.0% $ 158,862 ADA Items 2.0% $ 52,954
Other Minor Items 6.0% $ 158,862
Total of Section 1-6 x 19.0% = 503,063$
TOTAL MINOR ITEMS 503,100$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 315,080$
TOTAL MOBILIZATION 315,100$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,039,770$
TOTAL CONTINGENCY 1,039,800$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,647,700$
3 ,150,800$
3,465,900$
https://api.box.com/wopi/files/2108645171341/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36-RAB Estimate 3-Roadway B 301
I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 5,000 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 50% x 1,250,000 =
TO

TAL RIGHT OF WAY ESTIMATE
625,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
1 ,875,000$
-$
1,250,000$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/2108645171341/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36-RAB Estimate 4-Structures & RW 302
I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue NOTE NO. 1
Number of intersection legs
3 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 2
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 2 2,674
NOTE NO. 3
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 3 1,037
NOTE NO. 4
AC pavement area
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF
AC pavement area (approaches)
Depth of AC

0.50 Volume = width * length * depth
CF
Total
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 1,278
City of Goleta
26,250
72,188
2,674
3,500
14,000
28,000
1,037

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1,2
78 30,000
15,000
17,625
https://api.box.com/wopi/files/2108645171341/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36-RAB Estimate 5-Notes & Calculations 303
I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 5
Aggregate base area in RAB
SF
Depth of base

1.50 feet
Volume = width * length * depth
CF
Aggregate base area in approaches
SF
Depth of base

1.00 feet
Volume = width * length * depth
CF
CF
CY RESULT NO. 5 194
NOTE NO. 6
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 6 5
NOTE NO. 7
New sidewalk length
250 feet At roundabout
1500 feet Approaches
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
RESULT NO. 7 216216
30,000
30,000
35,250
1750
5833
3,500
5,250
194
7,500
1,500
5 https://api.box.com/wopi/files/2108645171341/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36-RAB Estimate 5-Notes & Calculations 304
I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 8
New Caltrans A1-6 curb at splitter islands
1200 feet Approaches
feet TOTAL
Volume / foot

0.03 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New Caltrans A2-6 curb and gutter length
400 feet At roundabout
1500 feet Approaches
feet TOTAL
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Minor Structure)
18 CY
RESULT NO. 10 18
NOTE NO. 11
Estimated length of RCP
feet RESULT NO. 11 1,500
104
2813
1,500
1900
112
2500
1875
1200
31 https://api.box.com/wopi/files/2108645171341/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36-RAB Estimate 5-Notes & Calculations 305
I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 12
New street lights
9 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 12 415,000$
NOTE NO. 13
Pavement delineation and marking
RESULT NO. 13 60,000
25,000$
10,000 $
30,000 $
390,000$
60,000 $
https://api.box.com/wopi/files/2108645171341/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36-RAB Estimate 5-Notes & Calculations 306
I-18 Stork Road at US 101 Southbound Ramps
Description:

Scope:

Limits:

Estimate Type: Estimate Date: 20-Jan-26
Working Days:
240
Current Year Costs Section
Earthwork 860,300$ + 1
Pavement Structural Section 805,800$ + 2 Drainage -$ + 3
Specialty Items 1,576,500$ + 4
Environmental 95,000$ + 5
Traffic Items 860,000$ + 6
Minor Items 545,700$ + 7
Roadway Mobilization 474,400$ + 8 Roadway Contingency 1,565,400$ + 9
TOTAL ROADWAY COST 6,783,100$ =
TOTAL STRUCTURES COST 4,684,700$ + 10 TOTAL CONSTRUCTION COST 11,468,000$ =
TOTAL RIGHT OF WAY COST 3,000,000$ = 11
Management Support 1,146,800$
+ 10%
PA&ED Support 1,146,800$ + 10%
PS&E Support 1,720,200$ + 15%
Right of Way Support 229,400$ + 2% Construction Support 1,834,900$ + 16% Support Contingency 1,823,500$ + 30% of Support Costs TOTAL SUPPORT COST 7,902,000$ =
Total Estimated Project Costs:
22,400,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
Additional second dedicated right turn lane on Storke Road Right US 101 southbound on-ramp.

Currently 1 through lane; 1 through and right turn lane; 1 right turn lane. • Additional Storke Road NB right turn lane onto US 101 SB on-ramp. • Widen OH structure to accomodate Class I facilties on each side and provide Class I bike path from Hollister Avenue to SB ramps.

Demolition; pavement widening; overhead bridge widening; traffic signal; pavement delineation and slurry seal; railroad coordination.

Planning (Caltrans)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection.
https://api.box.com/wopi/files/1936068592532/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-18 Estimate 1-Summary 307
I-18 Stork Road at US 101 Southbound Ramps
SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 444 x 228.81 = 101,592 $ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 759 x 40.00 = 30,360 $ 3
Structure Excavation (Retaining Wall) CY 850 x 300.00 = 255,000 $ 4 Structure Backfill (Retaining Wall) CY 622 x 560.00 = 348,320 $ 5 Clearing & Grubbing LS 1 x 125,000 = 125,000 $
TOTAL EARTHWORK SECTION ITEMS 860,300$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 326 x 418.28 = 136,359 $ 6 Class 2 Aggregate Base CY 278 x 295.45 = 82,135 $ 7 Slurry Seal TN 20 x 3,507.95 = 70,159 $ 8
Minor Concrete (Miscellaneous Construction) CY 363 x 1,424.58 = 517,123 $ 15 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 805,800$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF 600 x 22.04 = 13,224$ 9 Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF 100 x 61.81 = 6,181$ 10 Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF 600 x 325.82 = 195,492 $ 11 Structural Concrete, Retaining Wall CY 1,214 x 1,121.58 = 1,361,598$ 12 TOTAL SPECIALTY ITEMS 1,576,500$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1936068592532/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-18 Estimate 2-Roadway A 308
I-18 Stork Road at US 101 Southbound Ramps
SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 40,000 = 40,000 $
Irrigation System LS 1 x 15,000 = 15,000 $
Plant Establishment Work LS x 10,000 = -$
Implement Erosion Control LS 1 x 10,000 = 10,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 30,000 = 30,000 $ TOTAL ENVIRONMENTAL 95,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 700,000 = 700,000 $ 13
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 100,000 = 100,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 60,000 = 60,000 $ 14 TOTAL TRAFFIC ITEMS 860,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 3.5% $ 146,916 Stage Construction and Traffic Handling 4.0% $ 167,904 ADA Items 0.5% $ 20,988
Other Minor Items 5.0% $ 209,880
Total of Section 1-6 x 13.0% = 545,688$
TOTAL MINOR ITEMS 545,700$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 474,330$
TOTAL MOBILIZATION 474,400$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 1,565,310$
TOTAL CONTINGENCY 1,565,400$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
4,197,600$
4 ,743,300$
5,217,700$
https://api.box.com/wopi/files/1936068592532/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-18 Estimate 3-Roadway B 309
I-18 Stork Road at US 101 Southbound Ramps
SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 26 LF 0 LF 0 LF
Total Bridge Length 105 LF 0 LF 0 LF
Total Area (Square Feet) 2730 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 30%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS 1 x 1,000,000 =
Railroad - Flaggers LS 1 x 500,000 =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 100% x 1,500,000 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ 3,276,000
$ 327,600
$ 1,081,080
1,000,000$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
4,684,700$
3 ,000,000$
-$
-$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
UPRR Overhead xxxxxxxxx xxxxxxxxx
4 0 0
--Select Bridge Type--PC/PS I --Select Bridge Type--
1,500,000$
Cost
5 5 5
5 5 5
$1,200 $0 $0
3,276,000$ -$ -$ 500,000$
-$
https://api.box.com/wopi/files/1936068592532/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-18 Estimate 4-Structures & RW 310
I-18 Stork Road at US 101 Southbound Ramps
NOTE NO. 1
Roadway excavation area
SF Widenings
Depth
feet
Volume = (Sum of Areas) * Depth
CF
CY RESULT NO. 1 444
NOTE NO. 2
Retaining Wall
Total Wall Lengths
600 feet
NOTE NO. 3
Borrow cross sectional area
55 SF
Length
100 feet
Borrow Cross Sectional Area
25 SF
Length
600 feet
Volume = Sum (area * length)
CF
CY
RESULT NO. 3 759
NOTE NO. 4
Structure excavation
38 SF
Length
600 feet
Volume = (Sum of Areas) * Depth
CF
CY
RESULT NO. 4 850
NOTE NO. 5
Structure Backfill
28 SF
Length
600 feet
Volume = (Sum of Areas) * Depth
CF
CY
RESULT NO. 5 622

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
6000

2.00 12000
444
20500
759
22950
850
16800
622
https://api.box.com/wopi/files/1936068592532/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-18 Estimate 5-Notes & Calculations 311
I-18 Stork Road at US 101 Southbound Ramps

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 6
AC Pavement
Widening Area (from CAD)
SF
Depth

0.75 feet
Tonnage = Area * Depth * 145lbs/CF / 2000lbs/ton
326 ton RESULT NO. 6 326
NOTE NO. 7
Aggregate base
Area (from CAD)
SF Widenings
Depth

1.25 feet
Volume = (Sum of Areas) * Depth
CF
CY RESULT NO. 7 278
NOTE NO. 8
Slurry seal
Area (from CAD)
SF
Tonnage = area / 1500SF/ton
20 ton RESULT NO. 8 20
NOTE NO. 9
Remove guard rail
100 feet South of structure
500 feet Along ramp
RESULT NO. 9 600
NOTE NO. 10
Midwest guard rail
100 feet South of structure
RESULT NO. 10 100
NOTE NO. 11
Concrete barrier
600 feet Installed on retaining wall
RESULT NO. 11 600
NOTE NO. 12
Retaining Wall Cross Sectional Area
55 SF
Length
600 feet
Volume = Area * Length
CF
CY
RESULT NO. 12 12141214
6000
7500
278
30000
32769
6000
https://api.box.com/wopi/files/1936068592532/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-18 Estimate 5-Notes & Calculations 312
I-18 Stork Road at US 101 Southbound Ramps

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 13
Signal and Lighting
Scale:

Legs:

Cost: RESULT NO. 13 $700,000
NOTE NO. 14
Permanent Pavement Delineation
Cost RESULT NO. 14 $60,000
NOTE NO. 15
Bike path pavement
Length
1400 feet
Width
14 feet
Depth

0.50 feet
Volume = Area * Length
CF
CY RESULT NO. 15 363
4 $700,000
$60,000
Major
9800
363
https://api.box.com/wopi/files/1936068592532/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-18 Estimate 5-Notes & Calculations 313
I-22 Fairview Avenue at Hollister Avenue (Roundabout) Description:

Scope:

Limits:

Estimate Type: Estimate Date: 20-Jan-26
Working Days:
280
Current Year Costs Section
Earthwork 1,060,300$ + 1
Pavement Structural Section 1,692,100$ + 2 Drainage 362,100$ + 3
Specialty Items -$ + 4
Environmental 650,000$ + 5
Traffic Items 495,000$ + 6
Minor Items 809,400$ + 7
Roadway Mobilization 506,900$ + 8 Roadway Contingency 1,115,200$ + 9
TOTAL ROADWAY COST 6,691,000$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 6,691,000$ =
TOTAL RIGHT OF WAY COST 4,875,000$ = 11
Management Support 669,100$
+ 10%
PA&ED Support 669,100$ + 10%
PS&E Support 1,003,700$ + 15%
Right of Way Support 133,900$ + 2% Construction Support 1,070,600$ + 16% Support Contingency 709,300$ + 20% of Support Costs TOTAL SUPPORT COST 4,256,000$ =
Total Estimated Project Costs:
15,850,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
• Construct two lane roundabout to improve congestion at one of the busiest intersections in the City.
• Provide Class I bike path on NW quandrant.

Demolition; pavement structural section reconstruction; concrete curb, gutter, sidewalk, truck apron, etc.; drainage modifications; landscaping; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection and each leg of Hollister Avenue and Fairview Avenue. https://api.box.com/wopi/files/1936070533915/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-22 Estimate 1-Summary 314
I-22 Fairview Avenue at Hollister Avenue (Roundabout) SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 5,093 x 110.00 = 560,230 $ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 500,000 = 500,000 $
TOTAL EARTHWORK SECTION ITEMS 1,060,300$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 2,719 x 237.97 = 647,040 $ 2 Class 2 Aggregate Base CY 2,778 x 134.30 = 373,085 $ 3 Slurry Seal TN 23 x 3,507.95 = 80,683 $ 4
Minor Concrete (Miscellaneous Construction) CY 415 x 1,424.58 = 591,201 $ 5,6,7,8 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,692,100$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 24 x 2,900.00 = 69,600 $ 9 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500 $ 10 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 362,100$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1936070533915/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-22 Estimate 2-Roadway A 315
I-22 Fairview Avenue at Hollister Avenue (Roundabout) SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 400,000 = 400,000 $
Irrigation System LS 1 x 125,000 = 125,000 $
Plant Establishment Work LS 1 x 65,000 = 65,000 $
Implement Erosion Control LS 1 x 25,000 = 25,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 35,000 = 35,000 $ TOTAL ENVIRONMENTAL 650,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 445,000 = 445,000 $ 11 Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 50,000 = 50,000 $ TOTAL TRAFFIC ITEMS 495,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 212,975 Stage Construction and Traffic Handling 6.0% $ 255,570 ADA Items 2.0% $ 85,190
Other Minor Items 6.0% $ 255,570
Total of Section 1-6 x 19.0% = 809,305$
TOTAL MINOR ITEMS 809,400$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 506,890$
TOTAL MOBILIZATION 506,900$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 1,115,160$
TOTAL CONTINGENCY 1,115,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
4,259,500$
5 ,068,900$
5,575,800$
https://api.box.com/wopi/files/1936070533915/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-22 Estimate 3-Roadway B 316
I-22 Fairview Avenue at Hollister Avenue (Roundabout) SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 13,000 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 50% x 3,250,000 =

TOTAL RIGHT OF WAY ESTIMATE
1,625,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
4 ,875,000$
-$
3,250,000$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1936070533915/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-22 Estimate 4-Structures & RW 317
I-22 Fairview Avenue at Hollister Avenue (Roundabout) NOTE NO. 1
Roadway excavation area (from CAD)
SF
Depth of AC

0.75 feet
Depth of base

2.00 feet
Roadway excavation = width * length * depth
CF
CY RESULT NO. 1 5,093
NOTE NO. 2
AC pavement area (from CAD)
SF
Depth of AC

0.75 feet
Roadway excavation = width * length * depth
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 2 2,719
NOTE NO. 3
Aggregate base area (from CAD)
SF
Depth of base

1.50 feet
Roadway excavation = width * length * depth
CF
CY
RESULT NO. 3 2,778
NOTE NO. 4
Approaches to project
Length along:
150 feet northerly Fairview
150 feet easterly Hollister
50 feet southerly Fairview
100 feet westerly Hollister
Width
86 feet northerly Fairview
72 feet easterly Hollister
56 feet southerly Fairview
86 feet westerly Hollister
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 4 23
75,000
2,778
35,100
1,500
23 5,093
50,000
37,500
2,719
50,000

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
50,000
137,500
https://api.box.com/wopi/files/1936070533915/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-22 Estimate 5-Notes & Calculations 318
I-22 Fairview Avenue at Hollister Avenue (Roundabout)

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
New sidewalk length
225 feet Fairview NW
100 feet Fairview NE
420 feet Hollister NE
100 feet Hollister SE
100 feet Fairview SE
110 feet Fairview SW
200 feet Hollister SW
225 feet Hollister NW
feet TOTAL
Sidewalk width (most of it is multi-use path)
10 feet
Sidewalk thickness
4 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
Additional area for Class I bike path in NW quadrant
600 SF
Sidewalk thickness
6 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY
TOTAL
CY
RESULT NO. 5 194
NOTE NO. 6
New Caltrans A2-6 curb and gutter length
240 feet Fairview NW
115 feet Fairview NE
450 feet Hollister NE
110 feet Hollister SE
110 feet Fairview SE
120 feet Fairview SW
225 feet Hollister SW
240 feet Hollister NW
feet TOTAL
Volume / foot

0.06 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
RESULT NO. 6 95
1480
4933
194
1610
95 300
183
11 https://api.box.com/wopi/files/1936070533915/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-22 Estimate 5-Notes & Calculations 319
I-22 Fairview Avenue at Hollister Avenue (Roundabout)

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 7
Driveways and truck apron
4 each
25 feet length Driveway width
100 feet TOTAL 20 feet
Driveway area
SF
Truck apron (CAD)
SF
Concrete thickness
6 inches
Volume = Minor Concrete (Miscellaneous Construction)
CF
CY RESULT NO. 7 83
NOTE NO. 8
New Caltrans A1-6 curb length
500 feet northerly Fairview
500 feet easterly Hollister
225 feet southerly Fairview
450 feet westerly Hollister
feet TOTAL
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume = Minor Concrete (Miscellaneous Construction)
24 CY
RESULT NO. 9 24
NOTE NO. 10
Estimated length of RCP
feet RESULT NO. 10 1,500
NOTE NO. 11
New street lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 11 445,000$
43 1,500
35,000 $
420,000$
25,000$
2000
2500
2250
83 1,675
https://api.box.com/wopi/files/1936070533915/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-22 Estimate 5-Notes & Calculations 320
R-02 Hollister Avenue Old Town (Complete Streets)
Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
300
Current Year Costs Section
Earthwork 463,900$ + 1
Pavement Structural Section 1,415,400$ + 2 Drainage 422,500$ + 3
Specialty Items -$ + 4
Environmental 475,000$ + 5
Traffic Items 1,400,000$ + 6
Minor Items 584,800$ + 7
Roadway Mobilization 476,200$ + 8 Roadway Contingency 1,047,600$ + 9
TOTAL ROADWAY COST 6,285,400$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 6,285,000$ =
TOTAL RIGHT OF WAY COST 420,000$ = 11 Management Support 628,500$
+ 10%
PA&ED Support 628,500$ + 10%
PS&E Support 942,800$ + 15%
Right of Way Support 125,700$ + 2% Construction Support 1,005,600$ + 16% Support Contingency 666,300$ + 20% of Support Costs TOTAL SUPPORT COST 3,998,000$ =
Total Estimated Project Costs:
10,750,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
Hollister Avenue beautification and pedestrian improvements. • Bike lanes in each direction.
• Widen sidewalks and provide ADA accessible pathways where feasible. • Addition of street furniture, lighting and landscaping. • Improvements to street drainage.
• Reconstruction where necessary and re-paving of Hollister Avenue. • Reconstruction of sidewalk curbs and gutters.

Demolition; pavement widening; concrete curb, gutter, sidewalk, etc.; drainage system modifications; utility relocation; pavement delineation and slurry seal; traffic signal.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Fairview Avenue to Kellogg Avenue.
https://api.box.com/wopi/files/1979531510397/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-02 Estimate 1-Summary 321
R-02 Hollister Avenue Old Town (Complete Streets)
SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 1,493 x 160.00 = 238,880 $ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = -$
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS 1 x 225,000 = 225,000 $
TOTAL EARTHWORK SECTION ITEMS 463,900$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN x = -$
Class 2 Aggregate Base CY x = -$
Slurry Seal TN 148 x 2,700.00 = 399,600 $ 2
Minor Concrete (Miscellaneous Construction) CY 713 x 1,424.58 = 1,015,726$ 3 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,415,400$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 52 x 2,500.00 = 130,000 $ 4 Reinforced Concrete Pipe LF 1,500 x 195.00 = 292,500 $ 5 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 422,500$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS -$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1979531510397/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-02 Estimate 2-Roadway A 322
R-02 Hollister Avenue Old Town (Complete Streets)
SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 250,000 = 250,000 $
Irrigation System LS 1 x 100,000 = 100,000 $
Plant Establishment Work LS 1 x 75,000 = 75,000 $
Implement Erosion Control LS 1 x 15,000 = 15,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 35,000 = 35,000 $ TOTAL ENVIRONMENTAL 475,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 1,050,000 = 1,050,000 $ 6
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS 1 x 350,000 = 350,000 $ Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS x = -$
TOTAL TRAFFIC ITEMS 1,400,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 4.0% $ 167,072 Stage Construction and Traffic Handling 4.0% $ 167,072 ADA Items 1.0% $ 41,768
Other Minor Items 5.0% $ 208,840
Total of Section 1-6 x 14.0% = 584,752$
TOTAL MINOR ITEMS 584,800$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 476,160$
TOTAL MOBILIZATION 476,200$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 1,047,560$
TOTAL CONTINGENCY 1,047,600$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
4,176,800$
4 ,761,600$
5,237,800$
https://api.box.com/wopi/files/1979531510397/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-02 Estimate 3-Roadway B 323
R-02 Hollister Avenue Old Town (Complete Streets)
SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS 1 x 350,000 =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 350,000 =

TOTAL RIGHT OF WAY ESTIMATE
70,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
4 20,000$
-$
-$
-$
350,000$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ -
$ -
$ -
-$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1979531510397/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-02 Estimate 4-Structures & RW 324
R-02 Hollister Avenue Old Town (Complete Streets)
NOTE NO. 1
Roadway excavation (areas from CAD)
Bulbouts/Widen Area SF
Medians Area SF
Bus Stops SF
Average Depth feet
Vol = Areas * Depth/27 CY RESULT NO. 1 1493
NOTE NO. 2
Slury Seal existing remaining pavement (area from CAD)
Area SF
Tonnage = area / 1500SF/ton 148 ton RESULT NO. 2 148
NOTE NO. 3
Minor Concrete (Miscellaneous Construction)
Concrete Sidewalks Concrete Curb and Gutter Type A2-6 per Caltrans Sidewalks Plan Area (from CAD) Volume / foot
SF CY/foot
Depth Length

0.33 feet feet
Volume = Area * Depth Volume = length * volume / foot
9500 CF 242 CY
352 CY Concrete Curb A1-6 per Caltrans (medians)
Concrete Bus Stops Volume / foot
Sidewalks Plan Area (from CAD) CY/foot
SF Length
Depth feet

0.50 feet Volume = length * volume / foot
Volume = Area * Depth 86 CY
900 CF
33 CY RESULT NO. 3 713
NOTE NO. 4
Minor Concrete (Minor Structure)
Per Caltrans Standard Plans OL21 Vol
CY / structure (up to H=3 feet)
CY for each additional foot
6 Height (feet)
CY / structure
8 Structure to reconstruct RESULT NO. 4 52
NOTE NO. 5
Reinforced concrete pipe
Length feet RESULT NO. 5 1500
NOTE NO. 6
Traffic signals
Pine - modifications
Rutherford - modifications
Kinman - modifications
RESULT NO. 6 1,050,000$

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
28500
10000
1800
1 1493
222500
28500
1500
350,000 $

0.05903
4096

0.02585
1800
3342
350,000 $
350,000 $

5.71 0.278

6.544
https://api.box.com/wopi/files/1979531510397/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-02 Estimate 5-Notes & Calculations 325
R-05 Ellwood Station Overcrossing (US 101) and Overhead (UPRR) Description:

Scope:

Limits:

Estimate Type: Estimate Date: 20-Jan-26
Working Days:
240
Current Year Costs Section
Earthwork 2,293,500$ + 1
Pavement Structural Section 858,600$ + 2 Drainage 109,800$ + 3
Specialty Items 1,513,400$ + 4
Environmental 975,000$ + 5
Traffic Items 1,981,300$ + 6
Minor Items 657,200$ + 7
Roadway Mobilization 838,900$ + 8 Roadway Contingency 2,768,400$ + 9
TOTAL ROADWAY COST 11,996,100$ =
TOTAL STRUCTURES COST 31,093,900$ + 10 TOTAL CONSTRUCTION COST 43,090,000$ =
TOTAL RIGHT OF WAY COST 19,500,000$ = 11
Management Support 4,309,000$
+ 10%
PA&ED Support 4,309,000$ + 10%
PS&E Support 6,463,500$ + 15%
Right of Way Support 861,800$ + 2% Construction Support 6,894,400$ + 16% Support Contingency 6,851,400$ + 30% of Support Costs TOTAL SUPPORT COST 29,690,000$ =
Total Estimated Project Costs:
92,300,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
Construct new pedestrian and bicycle overpass to provide another north-south connection.

Alignment and scope is TBD.
• From theintersection of Hollister Avenue and Ellwood Station Road to intersection of Calle Real and San Rossano Drive.
• Pedestrian and bicycle bridge spanning Union Pacific Railroad and US 101. • Signalized intersection with Calle Real.

Demolition; new roadway; overhead and overcrossing bridges; retaining walls; traffic signal; pavement delineation; railroad coordination; right of way.

Planning (Caltrans)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Hollister Avenue to Calle Real.
https://api.box.com/wopi/files/1979485245266/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-05 Estimate 1-Summary 326
R-05 Ellwood Station Overcrossing (US 101) and Overhead (UPRR) SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 111 x 328.52 = 36,466 $ 1
Roadway Excavation (ADL) CY 1,000 x 332.60 = 332,600 $ 2 Imported Borrow CY 1,630 x 40.00 = 65,200 $ 3
Structure Excavation (Retaining Wall) CY 1,370 x 300.00 = 411,000 $ 4 Structure Backfill (Retaining Wall) CY 1,533 x 325.00 = 498,225 $ 5 Clearing & Grubbing LS 1 x 950,000 = 950,000 $
TOTAL EARTHWORK SECTION ITEMS 2,293,500$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 870 x 237.97 = 207,034 $ 6 Class 2 Aggregate Base CY 667 x 295.45 = 197,065 $ 7 Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY 319 x 1,424.58 = 454,441 $ 8,9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 858,600$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 12 x 2,900.00 = 34,800 $ 10 Reinforced Concrete Pipe LF 200 x 375.00 = 75,000 $ 11 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 109,800$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF 3,300 x 50.00 = 165,000$ 12
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY 704 x 1,915.28 = 1,348,357$ 13 TOTAL SPECIALTY ITEMS 1,513,400$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1979485245266/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-05 Estimate 2-Roadway A 327
R-05 Ellwood Station Overcrossing (US 101) and Overhead (UPRR) SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 500,000 = 500,000 $
Irrigation System LS 1 x 175,000 = 175,000 $
Plant Establishment Work LS 1 x 150,000 = 150,000 $
Implement Erosion Control LS 1 x 100,000 = 100,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 50,000 = 50,000 $ TOTAL ENVIRONMENTAL 975,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 985,000 = 985,000 $ 14 Signal and Lighting LS 1 x 956,250 = 956,250 $ 15
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS 1 x 40,000 = 40,000 $ 17 TOTAL TRAFFIC ITEMS 1,981,300$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours $ - Stage Construction and Traffic Handling $ - ADA Items 1.0% $ 77,316
Other Minor Items 7.5% $ 579,870
Total of Section 1-6 x 8.5% = 657,186$
TOTAL MINOR ITEMS 657,200$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 838,880$
TOTAL MOBILIZATION 838,900$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 2,768,310$
TOTAL CONTINGENCY 2,768,400$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
7,731,600$
8 ,388,800$
9,227,700$
https://api.box.com/wopi/files/1979485245266/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-05 Estimate 3-Roadway B 328
R-05 Ellwood Station Overcrossing (US 101) and Overhead (UPRR) SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 16 LF 16 LF 0 LF
Total Bridge Length 700 LF 950 LF 0 LF
Total Area (Square Feet) 9600 SQFT 8520 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 30%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF 10,000 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS 1 x 2,000,000 =
Railroad - TCE LS 1 x 1,500,000 =
Railroad - Flaggers LS 1 x 500,000 =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 200% x 6,500,000 =
TO

TAL RIGHT OF WAY ESTIMATE
13,000,000$
Cost
6 6 5
5 5 5
$1,200 $1,200 $0
11,520,000$ 10,224,000$ -$ 500,000$
-$
US 101 Overpass UPRR Overhead xxxxxxxxx
2 2 0
--Select Bridge Type--CIP/PS Box PC/PS I
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
31,093,900$
1 9,500,000$
-$
2,500,000$
-$
2,000,000$
$0 $0 $0
-$ -$ -$ 0 0
-$
$ 21,744,000
$ 2,174,400
$ 7,175,520
1,500,000$
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- https://api.box.com/wopi/files/1979485245266/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-05 Estimate 4-Structures & RW 329
R-05 Ellwood Station Overcrossing (US 101) and Overhead (UPRR) NOTE NO. 1
Roadway excavation
SF Near Hollister
Depth of removals

1.50 feet
Volume = area * depth
CF
CY RESULT NO. 1 111
NOTE NO. 2
Roadway excavation - ADL
Area
SF Adjacent to US 101
Depth of removals

1.50 feet
Volume = area * depth
CF
CY
RESULT NO. 2 1,000
NOTE NO. 3
Import borrow
SF
Average Depth
2 feet Average - ramp up for intersection
Volume = width * length * depth
CF
CY
RESULT NO. 3 1,630
NOTE NO. 4
Structure excavation for new Caltrans Type 1-Case 1 retaining wall Calle Real Hollister Avenue
Lengths feet 100 feet
0 feet 100 feet
Total wall feet 200 feet
Height of grade over toe 2 feet 2 feet
Height of grade over heel 2 feet 2 feet
Footing depth 1.33 feet 1.33 feet
Average depth 3.33 feet 3.33 feet
Footing width 7.25 feet 7.25 feet
Total width 9.25 feet 9.25 feet
Volume / foot 30.8 CF/foot 30.8 CF/foot
Volume CF CF
CY CY
RESULT NO. 4 1,370

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
2,000
3,000
111
18,000
27,000
1,000
30,833 6,167
1,142 228
22,000
44,000
1,630
1,000
1,000
https://api.box.com/wopi/files/1979485245266/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-05 Estimate 5-Notes & Calculations 330
R-05 Ellwood Station Overcrossing (US 101) and Overhead (UPRR)

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
Structure backfill for new Caltrans Type 1-Case 1 retaining wall Calle Real Hollister Avenue
Lengths feet 100 feet
0 feet 100 feet
Total wall feet 200 feet
Retained height 6 feet 6 feet
Footing width 7 feet 7 feet
Footing toe width 2.25 feet 2.25 feet
Footing toe cover 2 feet 2 feet
Footing heel width 2.5 feet 2.5 feet
Footing heel cover 8 feet 8 feet
Volume / foot 34.5 CF/foot 34.5 CF/foot
Volume CF CF
CY CY
RESULT NO. 5 1,533
NOTE NO. 6
AC pavement
SF Calle Real
SF Hollister
Depth

0.67 feet
Tonnage = area * depth * 145lbs/CF / 2000lbs/TN
TN RESULT NO. 6 870
NOTE NO. 7
Aggregate base
Area (from CAD)
SF Calle Real
SF Hollister
Depth

1.00 feet
Volume = area * depth
CF
CY
RESULT NO. 7 667
NOTE NO. 8
Concrete sidewalk
Length
1 x 400 = 400 feet Calle Real connection
1 x 600 = 600 feet Hollister Avenue connection
Total feet
Width 14 feet
Thickness 6 inches
Volume 7000 CF
259 CY
RESULT NO. 8 259
256
16,000
1,000
34,500 6,900
1,000
18,000
667
1000
2,000
870
16,000
2,000
1,278
https://api.box.com/wopi/files/1979485245266/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-05 Estimate 5-Notes & Calculations 331
R-05 Ellwood Station Overcrossing (US 101) and Overhead (UPRR)

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 9
Caltrans A2-6 curb and gutter
Length
1 x 400 = 400 feet Calle Real connection
1 x 600 = 600 feet Hollister Avenue connection
Total
feet
Volume / foot

0.06 CY/foot
Volume
60 CY RESULT NO. 9 60
NOTE NO. 10
Minor Concrete (Minor Structure)
New drop inlets
4 each
Depth of drop inlets
5 feet
Drop inlet volume - Caltrans OL-10
Volume / foot

2.39 CY (3 feet deep)

0.28 CY/each additional foot of depth up to 8 feet
Volume
12 CY
RESULT NO. 10 12
NOTE NO. 11
Reinforced concrete pipe
200 feet RESULT NO. 11 200
NOTE NO. 12
Chain link fence and railing on bridge
US 101 and UPRR chain link fence
2 ea
feet
Total
feet RESULT NO. 12 3,300
1,650
3300
1000
https://api.box.com/wopi/files/1979485245266/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-05 Estimate 5-Notes & Calculations 332
R-05 Ellwood Station Overcrossing (US 101) and Overhead (UPRR)

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 13
New Caltrans Type 1-Case 1 retaining wall
Calle Real Hollister Avenue
Lengths feet 100 feet
0 feet 100 feet
Total wall feet 200 feet
Retained height 6 feet 6 feet
Stem batter 24 :1 24 :1
Stem top width 11.5 inches 11.5 inches
Stem bottom width 14.5 inches 14.5 inches
Stem volume / foot 6.5 CF/foot 6.5 CF/foot
Footing width 7 feet 7 feet
Footing depth 1.33 feet 1.33 feet
Footing volume / foot 9.33 CF/foot 9.33 CF/foot
Volume / foot 15.8 CF/foot 15.8 CF/foot
Volume CF CF
CY CY
RESULT NO. 13 704
NOTE NO. 14
New street lights
32 each
Cost per street light
Total lights
Connection
RESULT NO. 15 985,000$
NOTE NO. 15
Signal and Lighting
Scale:

Legs:

Cost:

Scale:

Legs:

Cost: RESULT NO. 16 956,250$
NOTE NO. 16
Permanent Pavement Delineation
Cost RESULT NO. 17 40,000$
3 $525,000
$40,000
Minor
3 $431,250
Major
25,000$
15,833 3,167
586 117
1,000
30,000 $
960,000$
1,000
https://api.box.com/wopi/files/1979485245266/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-05 Estimate 5-Notes & Calculations 333
R-09 Phelps Road Extension
Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
120
Current Year Costs Section
Earthwork 653,500$ + 1
Pavement Structural Section 1,220,100$ + 2 Drainage -$ + 3
Specialty Items 111,000$ + 4
Environmental 201,100$ + 5
Traffic Items 550,000$ + 6
Minor Items 164,200$ + 7
Roadway Mobilization 290,000$ + 8 Roadway Contingency 638,000$ + 9
TOTAL ROADWAY COST 3,827,900$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 3,828,000$ =
TOTAL RIGHT OF WAY COST 12,511,000$ = 11
Management Support 382,800$
+ 10%
PA&ED Support 382,800$ + 10%
PS&E Support 574,200$ + 15%
Right of Way Support 76,600$ + 2% Construction Support 612,500$ + 16% Support Contingency 405,800$ + 20% of Support Costs TOTAL SUPPORT COST 2,435,000$ =
Total Estimated Project Costs:
18,800,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
Extend Phelps Road from Mesa Road to Los Carneros Road. Widen existing Mesa Road to the north; construct sidewalk; landscape strip; construct Class I facility. • Link improved Phelps Road with existing Phelps Road within county jurisdiction by removing gate and extending roadway cross-section.
• Install traffic signal at Bayberry Lane for “Day-Care” center. • Restripe Phelps Road for 11-foot lanes and 4-foot bike lanes.

Demolition; widen pavement; concrete curb, gutter, sidewalk, etc.; traffic signal; pavement delineation and slurry seal; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Storke Road to Los Carneros Road
https://api.box.com/wopi/files/1980811182635/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-09 Estimate 1-Summary 334
R-09 Phelps Road Extension
SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 5,522 x 110.00 = 607,420$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY x = 1/15/2026
Structure Excavation (Retaining Wall) CY x = -$
Structure Backfill (Retaining Wall) CY x = -$
Clearing & Grubbing LS x = -$
TOTAL EARTHWORK SECTION ITEMS 653,500$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 711 x 418.28 = 297,397 $ 2 Class 2 Aggregate Base CY 544 x 295.45 = 160,725 $ 3 Slurry Seal TN 41 x 2,700.00 = 110,700 $ 4
Minor Concrete (Miscellaneous Construction) CY 786 x 828.49 = 651,193 $ 5 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,220,100$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF x = -$
Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF x = -$
Chain Link Fence LF 1,850 x 60.00 = 111,000$ 6
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY x = -$
TOTAL SPECIALTY ITEMS 111,000$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1980811182635/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-09 Estimate 2-Roadway A 335
R-09 Phelps Road Extension
SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 100,000 = 100,000 $
Irrigation System LS 1 x 25,000 = 1/15/2026
Plant Establishment Work LS 1 x 20,000 = 20,000 $
Implement Erosion Control LS 1 x 15,000 = 15,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 20,000 = 20,000 $ TOTAL ENVIRONMENTAL 201,100$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS 1 x 550,000 = 550,000 $ 7
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LS x = -$
CIDH Pile (Sign Foundation) LS x = -$
Remove Sign Structure LS x = -$
Permanent Pavement Delineation LS x = -$
TOTAL TRAFFIC ITEMS 550,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours $ - Stage Construction and Traffic Handling 1.0% $ 27,357 ADA Items 1.0% $ 27,357
Other Minor Items 4.0% $ 109,428
Total of Section 1-6 x 6.0% = 164,142$
TOTAL MINOR ITEMS 164,200$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 289,990$
TOTAL MOBILIZATION 290,000$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 20% = 637,980$
TOTAL CONTINGENCY 638,000$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,735,700$
2 ,899,900$
3,189,900$
https://api.box.com/wopi/files/1980811182635/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-09 Estimate 3-Roadway B 336
R-09 Phelps Road Extension
SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type ####
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 20%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF 59,577 x 150.00 = 8 Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 40% x 8,936,612 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
1 2,511,300$
8,936,612$
-$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- 3,574,645$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
https://api.box.com/wopi/files/1980811182635/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-09 Estimate 4-Structures & RW 337
R-09 Phelps Road Extension
NOTE NO. 1
Roadway Excavation (areas from CAD)
SF Phelps eastern terminus and north of Mesa
SF ####
Depth of removals

1.75 feet
Volume = area * depth
CF
CY
RESULT NO. 1 5,522
NOTE NO. 2
Hot Mix Asphalt
Area (from CAD)
SF Mesa widening and new intersection of Mesa and Phelps Depth

0.67 feet
Tonnage = area * depth * 145lbs/CF / 2000lbs/ton
ton RESULT NO. 2 711
NOTE NO. 3
Aggregate Base
Area (from CAD)
SF New Pavement
Depth

1.00 feet
Volume = area * depth
CF
CY
RESULT NO. 3 544
NOTE NO. 4
Slurry seal
Area (from CAD) of entire Phleps Extension
SF
Coverage rate (Caltrans)
SF/ton
Tonnage = area / coverage rate
41 ton RESULT NO. 4 41
NOTE NO. 5
Minor concrete (miscellaneous construction)
New Sidewalks and Class I Concrete Curb and Gutter Type A2-6 per Caltrans South Side SF Volume per linear feet
North Side SF CY/LF
Depth of Concrete Curb and Gutter Length
feet South Side feet
North Side feet
Total Concrete = Area * Depth Total Concrete = Volume per length * length CF 234 CY
CY
RESULT NO. 5 786
14900
552
32200 0.05903

0.33 2100
1870
14700
544
61000
1500
12500
149,100
5,522
14700
711
14700

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
71400
13800
https://api.box.com/wopi/files/1980811182635/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-09 Estimate 5-Notes & Calculations 338
R-09 Phelps Road Extension

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 6
Chain link fence
feet along Class I RESULT NO. 6 1850
NOTE NO. 7
Signalized Intersection
1 x RESULT NO. 7 550,000$
NOTE NO. 8
Right of way acquisition
SF widening to the north requires ROW RESULT NO. 8 5957759577 1850
550,000 $
https://api.box.com/wopi/files/1980811182635/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-09 Estimate 5-Notes & Calculations 339
R-10 US 101 Northbound Auxiliary Lane (North Segment) Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
240
Current Year Costs Section
Earthwork 3,629,700$ + 1
Pavement Structural Section 1,411,800$ + 2 Drainage -$ + 3
Specialty Items 2,178,000$ + 4
Environmental 925,000$ + 5
Traffic Items 375,000$ + 6
Minor Items 852,000$ + 7
Roadway Mobilization 937,200$ + 8 Roadway Contingency 3,092,700$ + 9
TOTAL ROADWAY COST 13,401,400$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 13,401,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support 1,340,100$
+ 10%
PA&ED Support 1,340,100$ + 10%
PS&E Support 2,010,200$ + 15%
Right of Way Support 268,100$ + 2% Construction Support 2,144,200$ + 16% Support Contingency 2,130,900$ + 30% of Support Costs TOTAL SUPPORT COST 9,234,000$ =
Total Estimated Project Costs:
22,650,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
• Construct an auxiliary lane on US 101 NB between Los Carneros Road and Glen Annie Road and Storke Road.
• Widen freeway pavement to the north and construct retaining walls along north edge of pavement. • Construction of retaining walls along north side of US 101. • Add second lane on off-ramp.

Demolition; pavement widening; retaining walls; pavement delineation.

Planning (Caltrans)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Storke Road to Los Carneros Road
https://api.box.com/wopi/files/1979450819158/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-10 Estimate 1-Summary 340
R-10 US 101 Northbound Auxiliary Lane (North Segment) SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 1,545 x 160.00 = 247,200 $ 2
Roadway Excavation (ADL) CY 3,604 x 464.86 = 1,675,355$ 3 Imported Borrow CY 231 x 90.00 = 20,790 $ 4
Structure Excavation (Retaining Wall) CY 2,285 x 300.00 = 685,500 $ 5 Structure Backfill (Retaining Wall) CY 1,541 x 325.00 = 500,825 $ 6 Clearing & Grubbing LS 1 x 500,000 = 500,000 $
TOTAL EARTHWORK SECTION ITEMS 3,629,700$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 4,007 x 237.97 = 953,546 $ 7 Class 2 Aggregate Base CY 3,412 x 134.30 = 458,232 $ 8 Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY x = -$
Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,411,800$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF 19,600 x 50.00 = 980,000$ 12 Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF 350 x 22.04 = 7,714$ Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF x = -$
Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF 1,000 x 214.48 = 214,480 $ 9 Structural Concrete, Retaining Wall CY 870 x 1,121.58 = 975,775 $ 10 TOTAL SPECIALTY ITEMS 2,178,000$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1979450819158/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-10 Estimate 2-Roadway A 341
R-10 US 101 Northbound Auxiliary Lane (North Segment) SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 500,000 = 500,000 $
Irrigation System LS 1 x 150,000 = 150,000 $
Plant Establishment Work LS 1 x 125,000 = 125,000 $
Implement Erosion Control LS 1 x 100,000 = 100,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 50,000 = 50,000 $ TOTAL ENVIRONMENTAL 925,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LB 25,000 x 10.00 = 250,000 $ CIDH Pile (Sign Foundation) LF 25 x 1,000.00 = 25,000 $ 11 Remove Sign Structure EA x = -$
Permanent Pavement Delineation LS 1 x 100,000 = 100,000 $ TOTAL TRAFFIC ITEMS 375,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 5.0% $ 425,975 Stage Construction and Traffic Handling 2.0% $ 170,390 ADA Items $ -
Other Minor Items 3.0% $ 255,585
Total of Section 1-6 x 10.0% = 851,950$
TOTAL MINOR ITEMS 852,000$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 937,150$
TOTAL MOBILIZATION 937,200$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 3,092,610$
TOTAL CONTINGENCY 3,092,700$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
8,519,500$
9 ,371,500$
10,308,700$
https://api.box.com/wopi/files/1979450819158/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-10 Estimate 3-Roadway B 342
R-10 US 101 Northbound Auxiliary Lane (North Segment) SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 0 LF 0 LF 0 LF
Total Bridge Length 0 LF 0 LF 0 LF
Total Area (Square Feet) 0 SQFT 0 SQFT 0 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 30%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 30% x 0 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
-$

-$
-$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- -$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
https://api.box.com/wopi/files/1979450819158/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-10 Estimate 4-Structures & RW 343
R-10 US 101 Northbound Auxiliary Lane (North Segment) NOTE NO. 1
NOTE NO. 2
Roadway excavation
Cut Condition Fill Condition
Area SF Area SF
Length LF Length LF
Vol = Area * Length Vol = Area * Length
CY CY
RESULT NO. 2 1545
NOTE NO. 3
Roadway excavation (ADL)
Cut Condition
Area SF
Length LF
Vol = Area * Length
CY
Ramp Widening for Second Lane
Area SF
Depth LF
Vol = Area * Length
CY
Total CY RESULT NO. 3 3604
400
493
42000
2 3111
3604
400 1000
434 1111

33.25 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta

29.27 30
https://api.box.com/wopi/files/1979450819158/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-10 Estimate 5-Notes & Calculations 344
R-10 US 101 Northbound Auxiliary Lane (North Segment)

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 4
Import borrow
Fill Condition
Area SF
Length LF
Vol = Area * Length
CY
RESULT NO. 4 231
NOTE NO. 5
Structure excavation
Cut Condition Fill Condition
Area SF Area SF
Length LF Length LF
Vol = Area * Length Vol = Area * Length
CY CY
RESULT NO. 5 2285
NOTE NO. 6
Structure backfill
Cut Condition Fill Condition
Area SF Area SF
Length LF Length LF
Vol = Area * Length Vol = Area * Length
CY CY
RESULT NO. 6 1541
NOTE NO. 7
AC Pavement area (from CAD)
SF
Depth
feet
Tonnage = Area * Depth * 145lbs/CF / 2000lbs/ton
ton
RESULT NO. 7 4007
NOTE NO. 8
Aggregate base area (from CAD)
SF
Depth
feet
Volume = (Sum of Areas) * Depth
CF
CY
RESULT NO. 8 3412
NOTE NO. 9
Concrete barrier
Length
LF
RESULT NO. 9 1000
92125
3412
1000
73700

0.75 4007
73700

1.25 34 28
400 1000
504 1037

58.63 38.25
400 1000
869 1417

6.25 1000
231
https://api.box.com/wopi/files/1979450819158/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-10 Estimate 5-Notes & Calculations 345
R-10 US 101 Northbound Auxiliary Lane (North Segment)

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 10
Structural concrete, retaining wall
Cut Condition Fill Condition
Area SF Area SF
Length LF Length LF
Vol = Area * Length Vol = Area * Length
CY CY
RESULT NO. 10 870
NOTE NO. 11
CIDH pile (sign structure)
25 feet Relocate overhead sign. Foundation only.

RESULT NO. 11 25
NOTE NO. 12
Soundwall at R/W NB only
feet Length
feet Height
feet Relocate overhead sign. Foundation only.

RESULT NO. 12 19600
19,600
14 1,400
400 1000
222 648
15 17.5
https://api.box.com/wopi/files/1979450819158/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-10 Estimate 5-Notes & Calculations 346
R-11 US 101 Northbound and Southbound Auxiliary Lanes (South Segment) Description:

Scope:

Limits:

Estimate Type: Estimate Date: 15-Jan-26
Working Days:
200
Current Year Costs Section
Earthwork 2,924,000$ + 1
Pavement Structural Section 2,897,800$ + 2 Drainage -$ + 3
Specialty Items 4,202,100$ + 4
Environmental 990,000$ + 5
Traffic Items 50,000$ + 6
Minor Items 663,900$ + 7
Roadway Mobilization 1,172,800$ + 8
Roadway Contingency 3,870,200$ + 9
TOTAL ROADWAY COST 16,770,800$ =
TOTAL STRUCTURES COST 2,665,800$ + 10 TOTAL CONSTRUCTION COST 19,437,000$ =
TOTAL RIGHT OF WAY COST 650,000$ = 11 Management Support 1,943,700$
+ 10%
PA&ED Support 1,943,700$ + 10%
PS&E Support 2,915,600$ + 15%
Right of Way Support 388,800$ + 2% Construction Support 3,110,000$ + 16% Support Contingency 3,090,600$ + 30% of Support Costs TOTAL SUPPORT COST 13,393,000$ =
Total Estimated Project Costs:
33,500,000$ Check Status
Prepared by: Approved by:

Project Engineer Project Manager
of Construction
Costs
City of Goleta
Construct auxiliary lanes on US 101 NB and SB.

For northbound auxiliary lane:
• Widening on north side of US 101 between freeway and Calle Real. • Construct retaining walls on north side of US 101 to avoid right of way takes. • Extend culverts under US 101 at Las Vegas and San Pedro Creeks.

For southbound auxiliary lane:
• Widening on south side of US 101 between freeway and UPRR. • Extend culverts under US 101 at Las Vegas and San Pedro Creeks.

Demolition; pavement widening; retaining wall; pavement delineation.

Planning (Caltrans)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Los Carneros Road to Fairview Avenue.
https://api.box.com/wopi/files/1979354401560/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-11 Estimate 1-Summary 347
R-11 US 101 Northbound and Southbound Auxiliary Lanes (South Segment) SECTION 1: EARTHWORK Un it Quantity Unit Price Cost Notes Roadway Excavation CY 10,884 x 71.00 = 772,764$ 2
Roadway Excavation (ADL) CY 1,666 x 332.60 = 554,112$ 3 Imported Borrow CY 9,107 x 20.00 = 182,140 $ 4
Structure Excavation (Retaining Wall) CY 1,686 x 300.00 = 505,800$ 5 Structure Backfill (Retaining Wall) CY 1,259 x 325.00 = 409,175$ 6 Clearing & Grubbing LS 1 x 500,000 = 500,000 $
TOTAL EARTHWORK SECTION ITEMS 2,924,000$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 12,760 x 174.42 = 2,225,599$ 7 Class 2 Aggregate Base CY 6,519 x 103.10 = 672,109$ 8 Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY x = -$
Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 2,897,800$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY x = -$
Reinforced Concrete Pipe LF x = -$
Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS -$
SECTION 4: SPECIALTY ITEMS Unit Quantity Unit Price ($) Cost Notes Sound Wall (Masonry Block) SF 70,000 x 35.00 = 2,450,000$ 13 Remove Concrete Barrier LF x = -$
Remove Metal Beam Guard Railing LF 700 x 22.04 = 15,428$ 9 Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF 900 x 50.50 = 45,450$ 10 Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF 5,000 x 149.01 = 745,050$ Structural Concrete, Retaining Wall CY 494 x 1,915.28 = 946,148$ 11 TOTAL SPECIALTY ITEMS 4,202,100$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1979354401560/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-11 Estimate 2-Roadway A 348
R-11 US 101 Northbound and Southbound Auxiliary Lanes (South Segment) SECTION 5: ENVIRONMENTAL Un it Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x 50,000 = 50,000 $
Highway Planting LS 1 x 500,000 = 500,000 $
Irrigation System LS 1 x 150,000 = 150,000 $
Plant Establishment Work LS 1 x 125,000 = 125,000 $
Implement Erosion Control LS 1 x 100,000 = 100,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 65,000 = 65,000 $ TOTAL ENVIRONMENTAL 990,000$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS x = -$
Signal and Lighting LS x = -$
Ramp Metering System LS x = -$
Interconnection Conduit and Cable LS x = -$
Furnish and Install Sign Structure LB 25,000 x 0.00 = -$ CIDH Pile (Sign Foundation) LF 25 x 0.00 = -$ 12 Remove Sign Structure EA 2 x 0.00 = -$
Permanent Pavement Delineation LS 1 x 50,000 = 50,000 $ TOTAL TRAFFIC ITEMS 50,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours $ - Stage Construction and Traffic Handling 3.0% $ 331,917 ADA Items $ -
Other Minor Items 3.0% $ 331,917
Total of Section 1-6 x 6.0% = 663,834$
TOTAL MINOR ITEMS 663,900$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 1,172,780$
TOTAL MOBILIZATION 1,172,800$
SECTION 9: ROADWAY CONTINGENCY
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total Section 1-8 x 30% = 3,870,180$
TOTAL CONTINGENCY 3,870,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
11,063,900$
1 1,727,800$
12,900,600$
https://api.box.com/wopi/files/1979354401560/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-11 Estimate 3-Roadway B 349
R-11 US 101 Northbound and Southbound Auxiliary Lanes (South Segment) SECTION 10: STRUCTURES ITEMS
Na
me / ID
Structure Type
Width (Feet) [out to out] 12 LF 12 LF 12 LF
Total Bridge Length 105 LF 110 LF 110 LF
Total Area (Square Feet) 1260 SQFT 1320 SQFT 1320 SQFT
Complexity
Unusual Features
Cost Per Square Foot

COST OF EACH BRIDGE

TOTAL COST OF BRIDGES
Structures Mobilization Percentage 10%
Structures Contingency Percentage 30%
SECTION 11: RIGHT OF WAY Unit Quantity Unit Price Notes Acquisition - Residential Property SF x =
Acquisition - Commercial Property SF x =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS x =
Railroad - TCE LS 1 x 250,000 =
Railroad - Flaggers LS 1 x 250,000 =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 30% x 500,000 =

TOTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- -$
$ 1,864,200
$ 186,420
$ 615,186
250,000$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,665,800$
6 50,000$
-$
-$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
Las Vegas Cr Widen San Pedro Cr N Widen San Pedro Cr S Widen 4 4 4
RC BoxRC Box RC Box
150,000$
Cost
5 5 5
5 5 5
$478 $478 $478
602,280$ 630,960$ 630,960$ 250,000$
-$
https://api.box.com/wopi/files/1979354401560/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-11 Estimate 4-Structures & RW 350
R-11 US 101 Northbound and Southbound Auxiliary Lanes (South Segment) NOTE NO. 1
1 ####
Las Vegas Cr WidenSan Pedro Cr N WidenSan Pedro Cr S Widen 160
1 5000
####
####
8%
2%
NOTE NO. 2
(Roadway Excavation Numbers from Note 1)
Northbound Southbound
(2.1) Ret. Wall Condition - Cross Sectional Area (2.5) Fill Condition - Cross Sectional Area SF SF
(2.2) Length of Wall (2.6) Length in Fill Condition
feet feet
(2.3) No Ret. Wall - Cross Sectional Area (2.7) Cut Condition - Cross Sectional Area SF SF
(2.4) Length without Ret Wall (2.4) Length in Cut Condition feet feet
Volume = (2.1 )* (2.2) + (2.3) * (2.4) Volume = (2.5 )* (2.6) + (2.7) * (2.8) CF CF
CY CY
RESULT NO. 2 10884
4000 200
215320 78536
7975 2909
20 1000 2800

46.92 112.68

27.64 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
https://api.box.com/wopi/files/1979354401560/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-11 Estimate 5-Notes & Calculations 351
R-11 US 101 Northbound and Southbound Auxiliary Lanes (South Segment)

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 3
(ADL Excavation Numbers from Note 1)
Northbound Southbound
(3.1) Ret. Wall Condition - Cross Sectional Area (3.3) Cut Condition - Cross Sectional Area SF SF
(3.2) Length of Wall (3.4) Length in Cut Condition
feet feet
Volume = (3.1) * (3.2) Volume = (3.3) * (3.4)
CF CF
CY CY
RESULT NO. 3 1666
NOTE NO. 4
(Imported Borrow Numbers from Note 1)
Southbound Fill Condition - Cross Sectional Area
SF
Length of Fill Condition
feet
Volume = Area * Length
CF
CY RESULT NO. 4 9107
NOTE NO. 5
(Structure Excavation Numbers from Note 1)
Northbound Ret. Wall Condition - Cross Sectional Area
SF
Length of Wall
feet
Volume = Area * Length
CF
CY
RESULT NO. 5 1686
NOTE NO. 6
(Structure Backfill Numbers from Note 1)
Northbound Ret. Wall Condition - Cross Sectional Area
SF
Length of Wall
feet
Volume = Area * Length
CF
CY
RESULT NO. 6 1259
NOTE NO. 7
AC pavement area (from CAD)
SF
Depth
feet
Tonnage = Area * Depth * 145lbs/CF / 2000lbs/ton
ton RESULT NO. 7 12760

Goleta City CouncilFebruary 17, 2026

Goleta City Council
February 17, 2026