Cities Index.
2026 Development Impact Fee Program Update Part 2 Transportation Improvement Projects Cost Estimates

Goleta City Council
July 21, 2026

Document
2026 Development Impact Fee Program Update Part 2 Transportation Improvement Projects Cost Estimates
Meeting
July 21, 2026
Body
Goleta City Council
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Text extracted from the city's file for reading and search. Open the original on goleta.legistar1.com. That file is the official record.

2026 Development Impact Fee Program Update

APPENDIX B

TRANSPORTATION IMPROVEMENT PROJECTS

COST ESTIMATES

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 I-01 Fairview Avenue at Calle Real Traffic Signal
SECTION 1: EARTHWORK U nit 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 I-01 Fairview Avenue at Calle Real Traffic Signal
SECTION 5: ENVIRONMENTAL U nit 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 I-01 Fairview Avenue at Calle Real Traffic Signal
SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 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 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 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 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 I-01 Fairview Avenue at Calle Real (Roundabout)
SECTION 1: EARTHWORK U nit 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 I-01 Fairview Avenue at Calle Real (Roundabout)
SECTION 5: ENVIRONMENTAL U nit 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 I-01 Fairview Avenue at Calle Real (Roundabout)
SECTION 10: STRUCTURES ITEMS
N
ame / 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)
-$
27,500,000$
-$
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 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 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 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 5'
Walk
12'
Right Turn Lane
5'
Bike
10'
Existing Lane
10'
Existing Lane
10'
Existing Lane
Existing
Road
Centerline
A
A
AA
1 CALLE REAL

FAIRVIEW AVE
2 3
Notes
Widen Calle Real to the south to construct a right
turn lane onto southbound Fairview Ave. See cross
section A-A.

Widen Fairview Ave to the east to construct right
turn lane onto eastbound Calle Real. See cross
section A-A.

Add Class I path on west and bicycle lanes on both
sides of Fairview Ave. Remove sidewalk on west
side of Fairview Ave south of Calle Real.
1 2
3 Cross Section A-A
0'60' 30' 30'
1 inch = 60 ft.

C:\Box\Projects\CIGOL Goleta\CIGOL.240089 GTIP-DIF 2025\5 Eng\_CAD\_Exhibits\Project I-01 (2014).dwgWed 04.Feb.26 10:00:12 AM Project I-01: Fairview Avenue and Calle
Real
201 N. Calle Cesar Chavez, Suite 300
Santa Barbara, CA 93103
805-692-6921 | www.mnsengineers.com

GOLETA TRANSPORTATION

IMPROVEMENTS PROGRAM

HOLLISTER AVE

STORKE RD

LOS CARNEROS RD
101
101
217

FAIRVIEW AVE

CATHEDRAL

OAKS RD

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 I-02 Fairview Avenue at US 101 Southbound Ramps
SECTION 1: EARTHWORK U nit 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 I-02 Fairview Avenue at US 101 Southbound Ramps
SECTION 5: ENVIRONMENTAL U nit 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 I-02 Fairview Avenue at US 101 Southbound Ramps
SECTION 10: STRUCTURES ITEMS
N
ame / 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
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 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 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 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 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

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 I-07 Hollister Avenue at Storke Road and Glen Annie Road SECTION 1: EARTHWORK U nit 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 I-07 Hollister Avenue at Storke Road and Glen Annie Road SECTION 5: ENVIRONMENTAL U nit 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 I-07 Hollister Avenue at Storke Road and Glen Annie Road SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 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 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

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 I-08 Patterson Avenue at US 101 Southbound Ramps
SECTION 1: EARTHWORK U nit 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 I-08 Patterson Avenue at US 101 Southbound Ramps
SECTION 5: ENVIRONMENTAL U nit 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 I-08 Patterson Avenue at US 101 Southbound Ramps
SECTION 10: STRUCTURES ITEMS
N
ame / 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
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 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 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 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 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 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

I-10 Hollister Avenue at Patterson Avenue
Description:

Scope:

Limits:

Estimate Type:

Estimate Date: 4-Feb-26
Working Days: 100
Current Year Costs Section
Earthwork 126,200$ + 1
Pavement Structural Section 514,500$ + 2 Drainage 34,900$ + 3
Specialty Items -$ + 4
Environmental 50,000$ + 5
Traffic Items 465,000$ + 6
Minor Items 166,700$ + 7
Roadway Mobilization 135,800$ + 8 Roadway Contingency 298,700$ + 9
TOTAL ROADWAY COST 1,791,800$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 1,792,000$ =
TOTAL RIGHT OF WAY COST 660,000$ = 11 Management Support
179,200$ + 10%
PA&ED Support 179,200$ + 10%
PS&E Support 268,800$ + 15%
Right of Way Support 35,900$ + 2% Construction Support 286,800$ + 16% Support Contingency 190,000$ + 20% of Support Costs TOTAL SUPPORT COST 1,140,000$ =
Total Estimated Project Costs: 3,600,000$ Check Status Prepared by: Approved by:

Project Engineer
Project Manager
of Construction
Costs
City of Goleta
• Construct Hollister Avenue WB free right turn lane onto Patterson Avenue NB. • Construct Hollister Avenue EB free right turn lane onto Patterson Avenue SB. • Widen Hollister Avenue on north side to accommodate the new WB free right turn lane. • Widen Hollister Avenue on south side to accommodate the new EB free right turn lane. • Install a new signal at the Hollister Avenue/Patterson Avenue intersection. • Relocate power lines as needed.

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

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Hollister Avenue east of intersection.
https://api.box.com/wopi/files/1936068906953/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-10 Estimate 1-Summary I-10 Hollister Avenue at Patterson Avenue
SECTION 1: EARTHWORK U nit Quantity Unit Price Cost Notes Roadway Excavation CY 420 x 228.81 = 96,100 $ 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 30,000 = 30,000 $
TOTAL EARTHWORK SECTION ITEMS 126,200$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 222 x 418.28 = 92,858 $ 2 Class 2 Aggregate Base CY 170 x 295.45 = 50,227 $ 3 Slurry Seal TN 85 x 2,700.00 = 229,500 $ 9
Minor Concrete (Miscellaneous Construction) CY 117 x 1,212.77 = 141,894 $ 4 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 514,500$
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 $ 6 Reinforced Concrete Pipe LF 60 x 485.00 = 29,100 $ 7 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/1936068906953/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-10 Estimate 2-Roadway A I-10 Hollister Avenue at Patterson Avenue
SECTION 5: ENVIRONMENTAL U nit Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 20,000 = 20,000 $
Irrigation System LS 1 x 10,000 = 10,000 $
Plant Establishment Work LS 1 x 5,000 = 5,000 $
Implement Erosion Control LS 1 x 5,000 = 5,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 10,000 = 10,000 $ TOTAL ENVIRONMENTAL 50,000$
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 $ 10
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 15,000 = 15,000 $ TOTAL TRAFFIC ITEMS 465,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 7.0% $ 83,342 Stage Construction and Traffic Handling $ - ADA Items 2.0% $ 23,812
Other Minor Items 5.0% $ 59,530
Total of Section 1-6 x 14.0% = 166,684$
TOTAL MINOR ITEMS 166,700$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 135,730$
TOTAL MOBILIZATION 135,800$
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% = 298,620$
TOTAL CONTINGENCY 298,700$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
1,190,600$
1,357,300$
1,493,100$
https://api.box.com/wopi/files/1936068906953/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-10 Estimate 3-Roadway B I-10 Hollister Avenue at Patterson Avenue
SECTION 10: STRUCTURES ITEMS
N
ame / 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 2,200 x 250.00 = 8 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 550,000 =

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)
-$
660,000$
-$
550,000$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- 110,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
https://api.box.com/wopi/files/1936068906953/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-10 Estimate 4-Structures & RW I-10 Hollister Avenue at Patterson Avenue
NOTE NO. 1
Roadway excavation area (from CAD)
SF New Pavement
SF Sidewalks
Depth
feet
Volume = (Sum of Areas) * Depth
CF
Scope factor. CAD is for WB/NB only. Double to include EB/SB. 2 x
CY RESULT NO. 1 420
NOTE NO. 2
AC Pavement
New Pavement
SF
Depth
feet
Scope factor. CAD is for WB/NB only. Double to include EB/SB. 2 x
Tonnage = Area * Depth * 145lbs/CF / 2000lbs/ton
ton RESULT NO. 2 222
NOTE NO. 3
Aggregate base
Area (from CAD)
SF New Pavement
Depth
feet
Volume = (Sum of Areas) * Depth
CF
Scope factor. CAD is for WB/NB only. Double to include EB/SB. 2 x
CY RESULT NO. 3 170
NOTE NO. 4
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 210 feet Northerly curb
Volume = Area * Depth 555 feet Median curb
367 CF Volume = length * volume / foot
Scope factor. CAD is for WB/NB only. Double to include EB/SB. 2 x 2 x
27 CY 90 CY
1100 0.05903
222
2300

1.00 2300
170

1.67 5667
420
2300

0.67 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
2300
1100
https://api.box.com/wopi/files/1936068906953/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-10 Estimate 5-Notes & Calculations I-10 Hollister Avenue at Patterson Avenue

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
RESULT NO. 4 117
NOTE NO. 5
Drainage Impacts
Red
Blue
RESULT NO. 5 Notes 6&7 Info
NOTE NO. 6
Drainage System Needed (shown in Note 5)
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. 6 2
NOTE NO. 7
Assumed Drainage System Needed shown in Note 5.

Reinforced Concrete Pipe Length 60 feet
RESULT NO. 7 60
NOTE NO. 8
Acquisition - Commercial Property
Scope factor. CAD is for WB/NB only. Double to include EB/SB. 2 x
2200 SF
RESULT NO. 8 2,200
NOTE NO. 9
Slurry seal
Area (from CAD)
SF
Coverage rate (Caltrans)
63600
New curb inlet on the north side of widened
Hollister
New pipe connecting new structure and the
existing structure on the east side of
Patterson

1.53 0.278

2.364
Remove curb inlet located on north side of
Hollister
Remove pipe connecting this structure to the
curb inlet on the east side of Patterson
https://api.box.com/wopi/files/1936068906953/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-10 Estimate 5-Notes & Calculations I-10 Hollister Avenue at Patterson Avenue

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
SF/ton
Scope factor. CAD is for WB/NB only. Double to include EB/SB. 2 x
Tonnage = area / coverage rate
85 TN
RESULT NO. 9 85
NOTE NO. 10
Traffic signal
1x Modifications RESULT NO. 10 350,000$
1500
350,000 $
https://api.box.com/wopi/files/1936068906953/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-10 Estimate 5-Notes & Calculations

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 I-12-02 New Intersection Control - Calle Real / Carlo Drive SECTION 1: EARTHWORK U nit 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 I-12-02 New Intersection Control - Calle Real / Carlo Drive SECTION 5: ENVIRONMENTAL U nit 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$
673,600$
741,000$
https://api.box.com/wopi/files/1977192947114/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 Estimate 3-Roadway B I-12-02 New Intersection Control - Calle Real / Carlo Drive SECTION 10: STRUCTURES ITEMS
N
ame / 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 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)
-$
-$
-$
-$
-$
-$
$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/1977192947114/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 Estimate 4-Structures & RW I-12-02 New Intersection Control - Calle Real / Carlo Drive 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/1977192947114/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 Estimate 5-Notes & Calculations 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 I-12-02 New Intersection Control - Calle Real / Carlo Drive SECTION 1: EARTHWORK U nit 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 I-12-02 New Intersection Control - Calle Real / Carlo Drive SECTION 5: ENVIRONMENTAL U nit 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 I-12-02 New Intersection Control - Calle Real / Carlo Drive SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 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 ,278
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 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 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 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

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 I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps SECTION 1: EARTHWORK U nit 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 I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps SECTION 5: ENVIRONMENTAL U nit 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 I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps SECTION 10: STRUCTURES ITEMS
N
ame / 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 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)
-$
-$
-$
-$
-$
-$
$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/1977205521441/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 (I4) Estimate 4-Structures & RW I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps 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/1977205521441/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-02 (I4) Estimate 5-Notes & Calculations 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 I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps SECTION 1: EARTHWORK U nit 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 I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps SECTION 5: ENVIRONMENTAL U nit 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 I-12-02 (I4) New Intersection Control - Cathedral Oaks Rd / Hollister Av / 101 NB Ramps SECTION 10: STRUCTURES ITEMS
N
ame / 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 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)
-$
750,000$
-$
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 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 ,640
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 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 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 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

I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros 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 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/1976975408766/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05 Estimate 1-Summary I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road SECTION 1: EARTHWORK U nit 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 I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road SECTION 5: ENVIRONMENTAL U nit 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$
673,600$
741,000$
https://api.box.com/wopi/files/1976975408766/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05 Estimate 3-Roadway B I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road SECTION 10: STRUCTURES ITEMS
N
ame / 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 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)
-$
-$
-$
-$
-$
-$
$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/1976975408766/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05 Estimate 4-Structures & RW I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road 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/1976975408766/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-05 Estimate 5-Notes & Calculations 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 I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road SECTION 1: EARTHWORK U nit 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 I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road SECTION 5: ENVIRONMENTAL U nit 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 I-12-05 New Intersection Control - Cathedral Oaks Road / Los Carneros Road SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 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 ,640
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 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 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

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
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 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

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 I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane SECTION 1: EARTHWORK U nit 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 I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane SECTION 5: ENVIRONMENTAL U nit 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$
858,000$
943,800$
https://api.box.com/wopi/files/1977214533242/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-06 Estimate 3-Roadway B I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane SECTION 10: STRUCTURES ITEMS
N
ame / 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 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)
-$
-$
-$
-$
-$
-$
$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/1977214533242/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-06 Estimate 4-Structures & RW I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane NOTE NO. 1
Signal and Lighting
Scale:

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 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 I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane SECTION 1: EARTHWORK U nit 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 I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane SECTION 5: ENVIRONMENTAL U nit 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 I-12-06 New Intersection Control - Cathedral Oaks Road / N La Patera Lane SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 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 ,640
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 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 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

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
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 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

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 I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road SECTION 1: EARTHWORK U nit 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 I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road SECTION 5: ENVIRONMENTAL U nit 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 I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 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 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 I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road SECTION 1: EARTHWORK U nit 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 I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road SECTION 5: ENVIRONMENTAL U nit 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 I-12-07 New Intersection Control - Fairview Avenue / Stow Canyon Road SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 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 ,640
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 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 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

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
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 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

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 I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive SECTION 1: EARTHWORK U nit 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 I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive SECTION 5: ENVIRONMENTAL U nit 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 I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 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 I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive Description:

Scope:

Limits:

Estimate Type:

Estimate Date: 9-Feb-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 2,085,000$ = 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: 9,500,000$ 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 Hollister Avenue and Cannon Green Drive https://api.box.com/wopi/files/1989128468894/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-10-RAB Estimate 1-Summary I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive SECTION 1: EARTHWORK U nit 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/1989128468894/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-10-RAB Estimate 2-Roadway A I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive SECTION 5: ENVIRONMENTAL U nit 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/1989128468894/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-10-RAB Estimate 3-Roadway B I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive SECTION 10: STRUCTURES ITEMS
N
ame / 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 1,000 x 150.00 =
Acquisition - Commercial Property SF 5,750 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 1 x 150,000 =
Right of Way Contingency LS 20% x 1,737,500 =
T

OTAL RIGHT OF WAY ESTIMATE
xxxxxxxxx xxxxxxxxx xxxxxxxxx

TOTAL COST OF STRUCTURES
0 --Select Bridge Type-- --Select Bridge Type-- --Select Bridge Type-- 150,000$
$ -
$ -
$ -
-$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
-$
2,085,000$
150,000$
1,437,500$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- 347,500$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
https://api.box.com/wopi/files/1989128468894/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-10-RAB Estimate 4-Structures & RW I-12-10 New Intersection Control - Hollister Avenue / Cannon Green 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

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,625
1 ,278
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/1989128468894/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-10-RAB Estimate 5-Notes & Calculations I-12-10 New Intersection Control - Hollister Avenue / Cannon Green 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
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/1989128468894/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-10-RAB Estimate 5-Notes & Calculations I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive

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

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
1200
31 1900
112
2500
1875
104
2813
1,500
https://api.box.com/wopi/files/1989128468894/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-10-RAB Estimate 5-Notes & Calculations I-12-10 New Intersection Control - Hollister Avenue / Cannon Green Drive

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/1989128468894/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-10-RAB Estimate 5-Notes & Calculations © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

CANNON GREEN
DRIVE

HOLLISTER AVENUE

HOLLISTER AVENUE
C:\Box\Projects\CIGOL Goleta\CIGOL.240089 GTIP-DIF 2025\5 Eng\_CAD\_Exhibits\Project I-12-10.dwgMon 23.Mar.26 08:25:23 AM Project I-12-10: Hollister Avenue and
Cannon Green Drive
0'100' 50' 50'
1 inch = 100 ft.
201 N. Calle Cesar Chavez, Suite 300
Santa Barbara, CA 93103
805-692-6921 | www.mnsengineers.com

GOLETA TRANSPORTATION

IMPROVEMENTS PROGRAM

HOLLISTER AVE

STORKE RD

LOS CARNEROS RD
101
101
217

FAIRVIEW AVE

CATHEDRAL

OAKS RD
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

CANNON GREEN
DRIVE

HOLLISTER AVENUE
C:\Box\Projects\CIGOL Goleta\CIGOL.240089 GTIP-DIF 2025\5 Eng\_CAD\_Exhibits\Project I-12-10_RAB.dwgMon 06.Apr.26 01:46:00 PM Project I-12-10: Hollister Avenue and
Cannon Green Drive
Roundabout
0'100' 50' 50'
1 inch = 100 ft.
201 N. Calle Cesar Chavez, Suite 300
Santa Barbara, CA 93103
805-692-6921 | www.mnsengineers.com

GOLETA TRANSPORTATION

IMPROVEMENTS PROGRAM

HOLLISTER AVE

STORKE RD

LOS CARNEROS RD
101
101
217

FAIRVIEW AVE

CATHEDRAL

OAKS RD
I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach 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 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 Hollister Avenue and Pebble Beach Drive https://api.box.com/wopi/files/1977222186474/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11 Estimate 1-Summary I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive SECTION 1: EARTHWORK U nit 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 I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive SECTION 5: ENVIRONMENTAL U nit 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 I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive SECTION 10: STRUCTURES ITEMS
N
ame / 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 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)
-$
-$
-$
-$
-$
-$
$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/1977222186474/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11 Estimate 4-Structures & RW I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach 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/1977222186474/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11 Estimate 5-Notes & Calculations 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 I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive SECTION 1: EARTHWORK U nit 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 I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive SECTION 5: ENVIRONMENTAL U nit 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 I-12-11 New Intersection Control - Hollister Avenue / Pebble Beach Drive SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 =
T

OTAL 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 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 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 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

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/1989122632403/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-11-RAB Estimate 5-Notes & Calculations 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

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 I-12-12 New Intersection Control - Hollister Avenue / La Sumida Gardens Lane SECTION 1: EARTHWORK U nit 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 I-12-12 New Intersection Control - Hollister Avenue / La Sumida Gardens Lane SECTION 5: ENVIRONMENTAL U nit 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$
786,000$
864,600$
https://api.box.com/wopi/files/1977224198395/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-12 Estimate 3-Roadway B I-12-12 New Intersection Control - Hollister Avenue / La Sumida Gardens Lane SECTION 10: STRUCTURES ITEMS
N
ame / 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 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)
-$
-$
-$
-$
-$
-$
$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/1977224198395/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-12 Estimate 4-Structures & RW I-12-12 New Intersection Control - Hollister Avenue / La Sumida Gardens Lane 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$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 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 I-12-12 New Intersection Control - Hollister Avenue / La Sumida Lane SECTION 1: EARTHWORK U nit 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 I-12-12 New Intersection Control - Hollister Avenue / La Sumida Lane SECTION 5: ENVIRONMENTAL U nit 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 I-12-12 New Intersection Control - Hollister Avenue / La Sumida Lane SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 =
T

OTAL 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 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 ,060
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 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 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 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

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 I-12-23 New Intersection Control - Carlo Drive / Cathedral Oaks Road SECTION 1: EARTHWORK U nit 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 I-12-23 New Intersection Control - Carlo Drive / Cathedral Oaks Road SECTION 5: ENVIRONMENTAL U nit 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 I-12-23 New Intersection Control - Carlo Drive / Cathedral Oaks Road SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 =
T

OTAL 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 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 ,640
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 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 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

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
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 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

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 I-12-27 New Intersection Control - Cathedral Oaks / 101 SB-Ramp SECTION 1: EARTHWORK U nit 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 I-12-27 New Intersection Control - Cathedral Oaks / 101 SB-Ramp SECTION 5: ENVIRONMENTAL U nit 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 I-12-27 New Intersection Control - Cathedral Oaks / 101 SB-Ramp SECTION 10: STRUCTURES ITEMS
N
ame / 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
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 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 =
T

OTAL 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$
650,000$
-$
-$
-$
-$
$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 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 ,640
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 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 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

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/1989196201282/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-27-RAB Estimate 5-Notes & Calculations 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

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 I-12-30 New Intersection Control - Hollister Avenue / Palo Alto Drive SECTION 1: EARTHWORK U nit 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 I-12-30 New Intersection Control - Hollister Avenue / Palo Alto Drive SECTION 5: ENVIRONMENTAL U nit 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 I-12-30 New Intersection Control - Hollister Avenue / Palo Alto Drive SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 =
T

OTAL 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 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 ,640
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 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 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

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
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 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

I-12-31 New Intersection Control - Hollister Avenue / Santa Felicia 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 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 Hollister Avenue and Santa Felicia Drive https://api.box.com/wopi/files/1977219935226/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-31 Estimate 1-Summary I-12-31 New Intersection Control - Hollister Avenue / Santa Felicia Drive SECTION 1: EARTHWORK U nit 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 I-12-31 New Intersection Control - Hollister Avenue / Santa Felicia Drive SECTION 5: ENVIRONMENTAL U nit 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 I-12-31 New Intersection Control - Hollister Avenue / Santa Felicia Drive SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 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 © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

SANTA FELICIA
DRIVE
HOLLISTER AVENUE1
2 C:\Box\Projects\CIGOL Goleta\CIGOL.240089 GTIP-DIF 2025\5 Eng\_CAD\_Exhibits\Project I-12-31.dwgMon 23.Mar.26 08:23:27 AM Project I-12-31: Hollister Avenue and
Santa Felicia Drive
0'100' 50' 50'
1 inch = 100 ft.
201 N. Calle Cesar Chavez, Suite 300
Santa Barbara, CA 93103
805-692-6921 | www.mnsengineers.com

GOLETA TRANSPORTATION

IMPROVEMENTS PROGRAM

HOLLISTER AVE

STORKE RD

LOS CARNEROS RD
101
101
217

FAIRVIEW AVE

CATHEDRAL

OAKS RD
Notes
Median modifications: right-in / right-out only for
Santa Felicia Drive. Left-turns from Hollister
Avenue are allowed.

Lengthen Hollister eastbound left-turn pocket at
Village Way.
1 2
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 I-12-32 New Intersection Control - Storke Avenue / Santa Felicia Drive SECTION 1: EARTHWORK U nit 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 I-12-32 New Intersection Control - Storke Avenue / Santa Felicia Drive SECTION 5: ENVIRONMENTAL U nit 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$
123,400$
135,800$
https://api.box.com/wopi/files/1977226549488/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-32 Estimate 3-Roadway B I-12-32 New Intersection Control - Storke Avenue / Santa Felicia Drive SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 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

I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue Description:

Scope:

Limits:

Estimate Type:

Estimate Date: 16-Apr-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 1,230,000$ = 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: 9,250,000$ 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 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 I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue SECTION 1: EARTHWORK U nit 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 I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue SECTION 5: ENVIRONMENTAL U nit 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 I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue SECTION 10: STRUCTURES ITEMS
N
ame / 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 2,500 x 250.00 =
Acquisition of Offsite Mitigation SF x =
Utility Relocation LS 1 x 400,000 =
Railroad - TCE LS x =
Railroad - Flaggers LS x =
Clearance / Demolition SF x =
Relocation Assistance LS x =
Right of Way Contingency LS 20% x 1,025,000 =
T

OTAL RIGHT OF WAY ESTIMATE
205,000$
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)
-$
1,230,000$
-$
625,000$
-$
400,000$
$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/1989191080779/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-33-RAB Estimate 4-Structures & RW 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
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/1989191080779/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-33-RAB Estimate 5-Notes & Calculations I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks 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
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/1989191080779/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-33-RAB Estimate 5-Notes & Calculations I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue 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/1989191080779/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-33-RAB Estimate 5-Notes & Calculations I-12-33 New Intersection Control - Hollister Avenue / Cathedral Oaks Avenue 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/1989191080779/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-33-RAB Estimate 5-Notes & Calculations

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 I-12-34 New Intersection Control - Hollister Avenue / Cortona Drive SECTION 1: EARTHWORK U nit 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 I-12-34 New Intersection Control - Hollister Avenue / Cortona Drive SECTION 5: ENVIRONMENTAL U nit 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$
786,000$
864,600$
https://api.box.com/wopi/files/1977224339094/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-34 Estimate 3-Roadway B I-12-34 New Intersection Control - Hollister Avenue / Cortona Drive SECTION 10: STRUCTURES ITEMS
N
ame / 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 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)
-$
-$
-$
-$
-$
-$
$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/1977224339094/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-34 Estimate 4-Structures & RW I-12-34 New Intersection Control - Hollister Avenue / Cortona 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$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

CORTONA
DRIVE

HOLLISTER
AVENUE
1 1
C:\Box\Projects\CIGOL Goleta\CIGOL.240089 GTIP-DIF 2025\5 Eng\_CAD\_Exhibits\Project I-12-34.dwgMon 23.Mar.26 08:15:40 AM Project I-12-34: Hollister Avenue and
Cortona Drive
0'100' 50' 50'
1 inch = 100 ft.
201 N. Calle Cesar Chavez, Suite 300
Santa Barbara, CA 93103
805-692-6921 | www.mnsengineers.com

GOLETA TRANSPORTATION

IMPROVEMENTS PROGRAM

HOLLISTER AVE

STORKE RD

LOS CARNEROS RD
101
101
217

FAIRVIEW AVE

CATHEDRAL

OAKS RD
Notes
Construct landscape median islands to prohibit
left-turn movements on to Hollister Avenue from
Cortona Drive and the shopping area parking lot
while allowing left-turn movements from Hollister to
these areas.
1 I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road Description:

Scope:

Limits:

Estimate Type:

Estimate Date: 3-Apr-26
Working Days: 90
Current Year Costs Section
Earthwork 91,200$ + 1
Pavement Structural Section 205,500$ + 2 Drainage -$ + 3
Specialty Items -$ + 4
Environmental 20,000$ + 5
Traffic Items 840,000$ + 6
Minor Items 231,400$ + 7
Roadway Mobilization 138,900$ + 8 Roadway Contingency 305,400$ + 9
TOTAL ROADWAY COST 1,832,400$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 1,832,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support
183,200$ + 10%
PA&ED Support 183,200$ + 10%
PS&E Support 274,800$ + 15%
Right of Way Support 36,700$ + 2% Construction Support 293,200$ + 16% Support Contingency 194,300$ + 20% of Support Costs TOTAL SUPPORT COST 1,166,000$ =
Total Estimated Project Costs: 3,000,000$ Check Status Prepared by: Approved by:

Project Engineer
Project Manager
of Construction
Costs
City of Goleta
Modify traffic signal.
● New 200' long eastbound right-turn lane
● Extend northbound left -turn lane to 250' long.

New traffic signal improvements.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Catheral Oaks Avenue and Glen Annie Road https://api.box.com/wopi/files/2186973316204/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-35 Estimate 1-Summary I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road SECTION 1: EARTHWORK U nit Quantity Unit Price Cost Notes Roadway Excavation CY 311 x 228.81 = 71,160 $ 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 1 x 20,000 = 20,000 $
TOTAL EARTHWORK SECTION ITEMS 91,200$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 261 x 418.28 = 109,171 $ 4 Class 2 Aggregate Base CY 178 x 295.45 = 52,590 $ 5 Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY 36 x 1,212.77 = 43,660 $ 6 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 205,500$
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/2186973316204/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-35 Estimate 2-Roadway A I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road SECTION 5: ENVIRONMENTAL U nit 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 1 x 10,000 = 10,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 10,000 = 10,000 $ TOTAL ENVIRONMENTAL 20,000$
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 $ 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% $ 57,835 Stage Construction and Traffic Handling 5.0% $ 57,835 ADA Items 5.0% $ 57,835
Other Minor Items 5.0% $ 57,835
Total of Section 1-6 x 20.0% = 231,340$
TOTAL MINOR ITEMS 231,400$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 138,810$
TOTAL MOBILIZATION 138,900$
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% = 305,400$
TOTAL CONTINGENCY 305,400$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
1,156,700$
1,388,100$
1,527,000$
https://api.box.com/wopi/files/2186973316204/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-35 Estimate 3-Roadway B I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road SECTION 10: STRUCTURES ITEMS
N
ame / 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 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)
-$
-$
-$
-$
-$
-$
$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/2186973316204/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-35 Estimate 4-Structures & RW I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie 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
NOTE NO. 3
Roadway excavation area (to add turning lanes)
12 LF Width (both legs)
200 LF Length Cathedral Oaks
200 LF Length Glen Annie
SF
Depth of AC

0.75 Depth of base

1.00 Roadway excavation = width * length * depth
RESULT NO. 3 311
NOTE NO. 4
AC pavement area
12 LF Width
200 LF Length Cathedral Oaks
200 LF Length Glen Annie
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 261
NOTE NO. 5
Aggregate base area
12 LF Width
200 LF Length Cathedral Oaks
200 LF Length Glen Annie
SF
Depth of AB

1.00 feet
Volume = width * length * depth
CF
CY
RESULT NO. 5 178
$40,000
4 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Major
$700,000
178
261
4,800
8,400
311
4,800
3,600
4,800
4,800
https://api.box.com/wopi/files/2186973316204/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-35 Estimate 5-Notes & Calculations 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. 6
New Caltrans A2-6 curb
200 LF Length Cathedral Oaks
200 LF Length Glen Annie

LF TOTAL
Volume / foot

0.06 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New sidewalk
200 LF Length Cathedral Oaks
5 LF Width

SF TOTAL
Volume / foot

0.01 CY/SF
TOTAL Volume = Minor Concrete (Miscellaneous Construction) CY RESULT NO. 6 3612
400
24 1000
https://api.box.com/wopi/files/2186973316204/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-35 Estimate 5-Notes & Calculations 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 I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road SECTION 1: EARTHWORK U nit 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 I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road SECTION 5: ENVIRONMENTAL U nit 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 I-12-35 New Intersection Control - Cathedral Oaks Avenue / Glen Annie Road SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 =
T

OTAL 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)
-$
750,000$
-$
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 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 ,640
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 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 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

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
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 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 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS

CATHEDRAL OAKS
ROAD

GLEN ANNIE
ROAD
1 2
C:\Box\Projects\CIGOL Goleta\CIGOL.240089 GTIP-DIF 2025\5 Eng\_CAD\_Exhibits\Project I-12-35_SIG.dwgThu 09.Apr.26 02:01:01 PM Project I-12-35: Glen Annie Road at
Cathedral Oaks Road
Improvements
0'100' 50' 50'
1 inch = 100 ft.
201 N. Calle Cesar Chavez, Suite 300
Santa Barbara, CA 93103
805-692-6921 | www.mnsengineers.com

GOLETA TRANSPORTATION

IMPROVEMENTS PROGRAM

HOLLISTER AVE

STORKE RD

LOS CARNEROS RD
101
101
217

FAIRVIEW AVE

CATHEDRAL

OAKS RD
Notes
New 200' long eastbound right-turn lane.

Extend northbound left-turn lane to 250' long
1 2
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS

CATHEDRAL OAKS
ROAD

GLEN ANNIE
ROAD
C:\Box\Projects\CIGOL Goleta\CIGOL.240089 GTIP-DIF 2025\5 Eng\_CAD\_Exhibits\Project I-12-35.dwgFri 20.Mar.26 04:19:05 PM Project I-12-35: Glen Annie Road at
Cathedral Oaks Road
Roundabout
0'100' 50' 50'
1 inch = 100 ft.
201 N. Calle Cesar Chavez, Suite 300
Santa Barbara, CA 93103
805-692-6921 | www.mnsengineers.com

GOLETA TRANSPORTATION

IMPROVEMENTS PROGRAM

HOLLISTER AVE

STORKE RD

LOS CARNEROS RD
101
101
217

FAIRVIEW AVE

CATHEDRAL

OAKS RD
I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue Description:

Scope:

Limits:

Estimate Type:

Estimate Date: 3-Apr-26
Working Days: 90
Current Year Costs Section
Earthwork 55,700$ + 1
Pavement Structural Section 130,200$ + 2 Drainage -$ + 3
Specialty Items -$ + 4
Environmental 20,000$ + 5
Traffic Items 840,000$ + 6
Minor Items 209,200$ + 7
Roadway Mobilization 125,600$ + 8 Roadway Contingency 276,200$ + 9
TOTAL ROADWAY COST 1,656,900$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 1,657,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support
165,700$ + 10%
PA&ED Support 165,700$ + 10%
PS&E Support 248,600$ + 15%
Right of Way Support 33,200$ + 2% Construction Support 265,200$ + 16% Support Contingency 175,700$ + 20% of Support Costs TOTAL SUPPORT COST 1,055,000$ =
Total Estimated Project Costs: 2,720,000$ Check Status Prepared by: Approved by:

Project Engineer
Project Manager
of Construction
Costs
City of Goleta
Modify traffic signal. Add fourth leg.

New traffic signal improvements.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Catheral Oaks Avenue and Alameda Avenue https://api.box.com/wopi/files/2186958181641/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36 Estimate 1-Summary I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue SECTION 1: EARTHWORK U nit Quantity Unit Price Cost Notes Roadway Excavation CY 156 x 228.81 = 35,694 $ 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 1 x 20,000 = 20,000 $
TOTAL EARTHWORK SECTION ITEMS 55,700$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 87 x 733.24 = 63,792 $ 4 Class 2 Aggregate Base CY 59 x 334.98 = 19,764 $ 5 Slurry Seal TN x = -$
Minor Concrete (Miscellaneous Construction) CY 18 x 2,591.04 = 46,639 $ 6 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 130,200$
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/2186958181641/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36 Estimate 2-Roadway A I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue SECTION 5: ENVIRONMENTAL U nit 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 1 x 10,000 = 10,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 10,000 = 10,000 $ TOTAL ENVIRONMENTAL 20,000$
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 $ 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% $ 52,295 Stage Construction and Traffic Handling 5.0% $ 52,295 ADA Items 5.0% $ 52,295
Other Minor Items 5.0% $ 52,295
Total of Section 1-6 x 20.0% = 209,180$
TOTAL MINOR ITEMS 209,200$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 125,510$
TOTAL MOBILIZATION 125,600$
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% = 276,140$
TOTAL CONTINGENCY 276,200$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
1,045,900$
1,255,100$
1,380,700$
https://api.box.com/wopi/files/2186958181641/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36 Estimate 3-Roadway B I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue SECTION 10: STRUCTURES ITEMS
N
ame / 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 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)
-$
-$
-$
-$
-$
-$
$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/2186958181641/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36 Estimate 4-Structures & RW I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue 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
NOTE NO. 3
Roadway excavation area (to add turning lanes)
60 LF Width
40 LF Length
SF
Depth of AC

0.75 Depth of base

1.00 Roadway excavation = width * length * depth
RESULT NO. 3 156
NOTE NO. 4
AC pavement area
40 LF Width
40 LF Length
SF
Depth of AC

0.75 feet
Volume = width * length * depth
CF * 145 pounds/CF / 2,000 pounds/ton
TN
RESULT NO. 4 87
NOTE NO. 5
Aggregate base area
40 LF Width
40 LF Length
SF
Depth of AB

1.00 feet
Volume = width * length * depth
CF
CY
RESULT NO. 5 59
$40,000
4 NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Major
$700,000
59 87
2,400
4,200
156
1,600
1,200
1,600
1,600
https://api.box.com/wopi/files/2186958181641/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36 Estimate 5-Notes & Calculations I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 6
New Caltrans A2-6 curb
LF Length Cathedral OaksTOTAL
Volume / foot

0.06 CY/foot
Volume = Minor Concrete (Miscellaneous Construction)
CY
New sidewalk
100 LF Length Cathedral Oaks
10 LF Width

SF TOTAL
Volume / foot

0.01 CY/SF
TOTAL Volume = Minor Concrete (Miscellaneous Construction) CY RESULT NO. 6 1812
100
6 1000
https://api.box.com/wopi/files/2186958181641/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36 Estimate 5-Notes & Calculations 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 I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue SECTION 1: EARTHWORK U nit 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 I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue SECTION 5: ENVIRONMENTAL U nit 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 I-12-36 New Intersection Control - Cathedral Oaks Avenue / Alameda Avenue SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 =
T

OTAL 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 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 ,278
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 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 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

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/2108645171341/WOPIServiceId_TP_BOX_2/WOPIUserId_-/I-12-36-RAB Estimate 5-Notes & Calculations 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 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS

CATHEDRAL OAKS ROAD

ALAMEDA AVENUE
C:\Box\Projects\CIGOL Goleta\CIGOL.240089 GTIP-DIF 2025\5 Eng\_CAD\_Exhibits\Project I-12-36_SIG.dwgFri 10.Apr.26 11:58:01 AM Project I-12-36: Alameda Avenue at
Cathedral Oaks Road
Improvements
0'100' 50' 50'
1 inch = 100 ft.
201 N. Calle Cesar Chavez, Suite 300
Santa Barbara, CA 93103
805-692-6921 | www.mnsengineers.com

GOLETA TRANSPORTATION

IMPROVEMENTS PROGRAM

HOLLISTER AVE

STORKE RD

LOS CARNEROS RD
101
101
217

FAIRVIEW AVE

CATHEDRAL

OAKS RD
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS

CATHEDRAL OAKS ROAD

ALAMEDA AVENUE
C:\Box\Projects\CIGOL Goleta\CIGOL.240089 GTIP-DIF 2025\5 Eng\_CAD\_Exhibits\Project I-12-36.dwgFri 20.Mar.26 04:19:55 PM Project I-12-36: Alameda Avenue at
Cathedral Oaks Road
Roundabout
0'100' 50' 50'
1 inch = 100 ft.
201 N. Calle Cesar Chavez, Suite 300
Santa Barbara, CA 93103
805-692-6921 | www.mnsengineers.com

GOLETA TRANSPORTATION

IMPROVEMENTS PROGRAM

HOLLISTER AVE

STORKE RD

LOS CARNEROS RD
101
101
217

FAIRVIEW AVE

CATHEDRAL

OAKS RD
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 I-18 Stork Road at US 101 Southbound Ramps
SECTION 1: EARTHWORK U nit 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 I-18 Stork Road at US 101 Southbound Ramps
SECTION 5: ENVIRONMENTAL U nit 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 I-18 Stork Road at US 101 Southbound Ramps
SECTION 10: STRUCTURES ITEMS
N
ame / 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
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 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 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 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 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

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 I-22 Fairview Avenue at Hollister Avenue (Roundabout) SECTION 1: EARTHWORK U nit 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 I-22 Fairview Avenue at Hollister Avenue (Roundabout) SECTION 5: ENVIRONMENTAL U nit 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 I-22 Fairview Avenue at Hollister Avenue (Roundabout) SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 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 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 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

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
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

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 R-02 Hollister Avenue Old Town (Complete Streets)
SECTION 1: EARTHWORK U nit 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 R-02 Hollister Avenue Old Town (Complete Streets)
SECTION 5: ENVIRONMENTAL U nit 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 R-02 Hollister Avenue Old Town (Complete Streets)
SECTION 10: STRUCTURES ITEMS
N
ame / 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 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)
-$
420,000$
-$
-$
-$
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 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

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 R-05 Ellwood Station Overcrossing (US 101) and Overhead (UPRR) SECTION 1: EARTHWORK U nit 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 R-05 Ellwood Station Overcrossing (US 101) and Overhead (UPRR) SECTION 5: ENVIRONMENTAL U nit 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 R-05 Ellwood Station Overcrossing (US 101) and Overhead (UPRR) SECTION 10: STRUCTURES ITEMS
N
ame / 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
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 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 =
T

OTAL 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$
19,500,000$
-$
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 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 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 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 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

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 R-09 Phelps Road Extension
SECTION 1: EARTHWORK U nit 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 R-09 Phelps Road Extension
SECTION 5: ENVIRONMENTAL U nit 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 R-09 Phelps Road Extension
SECTION 10: STRUCTURES ITEMS
N
ame / 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 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)
-$
12,511,300$
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 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 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

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 R-10 US 101 Northbound Auxiliary Lane (North Segment) SECTION 1: EARTHWORK U nit 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 R-10 US 101 Northbound Auxiliary Lane (North Segment) SECTION 5: ENVIRONMENTAL U nit 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 R-10 US 101 Northbound Auxiliary Lane (North Segment) SECTION 10: STRUCTURES ITEMS
N
ame / 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 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 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 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 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

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 R-11 US 101 Northbound and Southbound Auxiliary Lanes (South Segment) SECTION 1: EARTHWORK U nit 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 R-11 US 101 Northbound and Southbound Auxiliary Lanes (South Segment) SECTION 5: ENVIRONMENTAL U nit 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$
11,727,800$
12,900,600$
https://api.box.com/wopi/files/1979354401560/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-11 Estimate 3-Roadway B R-11 US 101 Northbound and Southbound Auxiliary Lanes (South Segment) SECTION 10: STRUCTURES ITEMS
N
ame / 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
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 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$
650,000$
-$
-$
-$
-$
$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 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 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

1.00 12760
34 1000
34000
1259.26
176000
9107

45.53 1000
45530
1686
1167 500

87.82 2800
245896

31.5 67.45
1000 200
31500 13490
https://api.box.com/wopi/files/1979354401560/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-11 Estimate 5-Notes & Calculations R-11 US 101 Northbound and Southbound Auxiliary Lanes (South Segment)

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 8
Aggregate base area (from CAD)
SF
Depth
feet
Volume = Area * Depth
CF
CY RESULT NO. 8 6519
NOTE NO. 9
Remove guard rail
600 feet NB guard rail protecting overhead sign
100 feet SB guard rail protecting San Pedro Creek culvert RESULT NO. 9 700
NOTE NO. 10
Install guard railing before creek structures
Creek structure approaches
3 EA
100 feet/EA
Guarding NB Los Carneros Overhead
feet RESULT NO. 10 900
NOTE NO. 11
Structural Concrete - NB Ret Wall
Wall Cross Sectional Area
SF
Length of Wall
feet
Volume = Area * Length
CF
CY
RESULT NO. 11 494
NOTE NO. 12
CIDH pile (sign structure)
25 feet Relocate overhead sign. Foundation only.

RESULT NO. 12 25
NOTE NO. 13
Soundwall at R/W NB only
feet Length
feet Height
feet Relocate overhead sign. Foundation only.

RESULT NO. 13 70000
NOTE NO. 14
Concrete barrier at base of sound wall
Length
LF
RESULT NO. 14 5000
5,000
14 70,000
5000

13.33 1000
13330
494
176000
6519
600
176000

1.00 https://api.box.com/wopi/files/1979354401560/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-11 Estimate 5-Notes & Calculations

R-12 Storke Road
Description:

Scope:

Limits:

Estimate Type:

Estimate Date: 15-Jan-26
Working Days: 100
Current Year Costs Section
Earthwork 822,800$ + 1
Pavement Structural Section 915,800$ + 2 Drainage -$ + 3
Specialty Items 747,000$ + 4
Environmental 100,000$ + 5
Traffic Items 20,000$ + 6
Minor Items 156,400$ + 7
Roadway Mobilization 276,200$ + 8 Roadway Contingency 607,700$ + 9
TOTAL ROADWAY COST 3,645,900$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 3,646,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support
364,600$ + 10%
PA&ED Support 364,600$ + 10%
PS&E Support 546,900$ + 15%
Right of Way Support 73,000$ + 2% Construction Support 583,400$ + 16% Support Contingency 386,500$ + 20% of Support Costs TOTAL SUPPORT COST 2,319,000$ =
Total Estimated Project Costs: 6,000,000$ Check Status Prepared by: Approved by:

Project Engineer
Project Manager
of Construction
Costs
City of Goleta
• Widen Storke Road from Phelps Road to southern city limits. Complete remaining widening of Storke Road to convert it into a 4 lane roadway with bicycle lanes and sidewalks on both directions. • Reduce width of planted median.
• Reduce width of existing travel lanes.
• Sidewalk on eastside of Storke Road adjacent to road
• Sidewalk on west side separated from road.

Demolition; pavement widening; concrete curb, gutter, sidewalk, etc.; retaining wall; pavement delineation.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Phelps Road to City Limit
https://api.box.com/wopi/files/1979325575945/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-12 Estimate 1-Summary R-12 Storke Road
SECTION 1: EARTHWORK U nit Quantity Unit Price Cost Notes Roadway Excavation CY 2,992 x 160.00 = 478,720$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 155 x 90.00 = 13,950 $ 3
Structure Excavation (Retaining Wall) CY 313 x 450.00 = 140,850 $ 4 Structure Backfill (Retaining Wall) CY 204 x 560.00 = 114,240 $ 5 Clearing & Grubbing LS 1 x 75,000 = 75,000 $
TOTAL EARTHWORK SECTION ITEMS 822,800$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,832 x 237.97 = 435,961$ 6 Class 2 Aggregate Base CY 1,404 x 134.30 = 188,557$ 7 Slurry Seal TN 1 x 3,507.95 = 3,508 $ 8
Minor Concrete (Miscellaneous Construction) CY 202 x 1,424.58 = 287,765$ 9 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 915,800$
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 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 390 x 1,915.28 = 746,959$ 10 TOTAL SPECIALTY ITEMS 747,000$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1979325575945/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-12 Estimate 2-Roadway A R-12 Storke Road
SECTION 5: ENVIRONMENTAL U nit Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 40,000 = 40,000 $
Irrigation System LS 1 x 10,000 = 10,000 $
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 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 20,000 = 20,000 $ TOTAL TRAFFIC ITEMS 20,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 3.0% $ 78,168 Stage Construction and Traffic Handling $ - ADA Items 1.0% $ 26,056
Other Minor Items 2.0% $ 52,112
Total of Section 1-6 x 6.0% = 156,336$
TOTAL MINOR ITEMS 156,400$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 276,200$
TOTAL MOBILIZATION 276,200$
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% = 607,640$
TOTAL CONTINGENCY 607,700$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,605,600$
2,762,000$
3,038,200$
https://api.box.com/wopi/files/1979325575945/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-12 Estimate 3-Roadway B R-12 Storke Road
SECTION 10: STRUCTURES ITEMS
N
ame / 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 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)
-$
-$
-$
-$
-$
-$
$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/1979325575945/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-12 Estimate 4-Structures & RW R-12 Storke Road
NOTE NO. 1
Roadway excavation area (from CAD)
SF Widenings
SF Curb
SF Sidewalks
Depth
feet
Volume = (Sum of Areas) * Depth
CF
CY
RESULT NO. 1 2992
NOTE NO. 2
RESULT NO. 2 Information Only
NOTE NO. 3
Imported Borrow
Area (from CAD)
SF
Length
feet
Volume = Area * Length
CF
CY
RESULT NO. 3 155
NOTE NO. 4
Structure Excavation
Area (from CAD)
City of Goleta
37900
4180
2992
8 6389

1.67 80782

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
512
4 198
155
https://api.box.com/wopi/files/1979325575945/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-12 Estimate 5-Notes & Calculations R-12 Storke Road
City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
SF
Length of Wall
feet
Volume = Area * Length
CF
CY RESULT NO. 4 313
NOTE NO. 5
Structure Backfill
Cross Sectional Area
SF
Length of Wall
feet
Volume = Area * Length
CF
CY
RESULT NO. 5 204
NOTE NO. 6
AC Pavement
Widening area (from CAD)
SF
Depth
feet
Tonnage = Area * Depth * 145lbs/CF / 2000lbs/ton
ton RESULT NO. 6 1832
NOTE NO. 7
Aggregate base
Area (from CAD)
SF Widenings
Depth
feet
Volume = (Sum of Areas) * Depth
CF
CY
RESULT NO. 7 1404
NOTE NO. 8
Slurry seal
Seal Existing northbound lane and left turn pocket between Whittier and Willowgrove Area (CAD) SF
Tonnage = area / 1500SF/TN 1.12 TN
RESULT NO. 8 1
NOTE NO. 9
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
17 512
8448
313
11 512
5504
204
37900

0.67 1832
37900

0.05903

1.00 37900
1404
1682.26
6389
https://api.box.com/wopi/files/1979325575945/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-12 Estimate 5-Notes & Calculations R-12 Storke Road
City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)

0.33 feet 444 feet Westerly Curb
Volume = Area * Depth 1415 feet Easterly curb north of Willowgrove Dr 2130 CF 227 feet Easterly curb south of Willowgrove Dr
79 CY Volume = length * volume / foot
123 CY
RESULT NO. 9 202
NOTE NO. 10
Retaining Wall
Cross Sectional Area (from CAD)
21 SF
Length
512 feet
Volume = Area * Length
CF
CY RESULT NO. 10 390
10527
390
https://api.box.com/wopi/files/1979325575945/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-12 Estimate 5-Notes & Calculations

R-13 Los Carneros Way Realignment
Description:

Scope:

Limits:

Estimate Type:

Estimate Date: 9-Feb-26
Working Days: 150
Current Year Costs Section
Earthwork 1,194,900$ + 1
Pavement Structural Section 1,114,600$ + 2 Drainage 204,900$ + 3
Specialty Items -$ + 4
Environmental 501,100$ + 5
Traffic Items 1,165,000$ + 6
Minor Items 334,500$ + 7
Roadway Mobilization 451,500$ + 8 Roadway Contingency 993,300$ + 9
TOTAL ROADWAY COST 5,959,800$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 5,960,000$ =
TOTAL RIGHT OF WAY COST 12,000,000$ = 11
Management Support
596,000$ + 10%
PA&ED Support 596,000$ + 10%
PS&E Support 894,000$ + 15%
Right of Way Support 119,200$ + 2% Construction Support 953,600$ + 16% Support Contingency 631,800$ + 20% of Support Costs TOTAL SUPPORT COST 3,791,000$ =
Total Estimated Project Costs: 21,800,000$ Check Status Prepared by: Approved by:

Project Engineer
Project Manager
of Construction
Costs
City of Goleta
Realign Los Carneros Way to make a new roundabout intersection with Los Carneros Road and Karl Storz Drive. New four lane highway road with bicycle lanes and sidewalks on each direction. • Realignment of northern 500 feet of Los Carneros Way to the east aligning with Karl Storz Drive. • Removal of existing Los Carneros Way pavement.
• Modification of medians on Los Carneros Way.
• Major signal modification at Los Carneros Road.

Demolition; roadway and pavement construction; concrete curb, gutter, sidewalk; pavement delineation and slurry seal; drainage; traffic signal and interconnect; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Los Carneros Road and Karl Storz Drive to Los Carneros Way south leg. https://api.box.com/wopi/files/1977141400300/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 Estimate 1-Summary R-13 Los Carneros Way Realignment
SECTION 1: EARTHWORK U nit Quantity Unit Price Cost Notes Roadway Excavation CY 8,000 x 110.00 = 880,000$ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 721 x 90.00 = 64,890 $ 5
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 1,194,900$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 1,903 x 237.97 = 452,857$ 2 Class 2 Aggregate Base CY 1,944 x 134.30 = 261,079$ 3 Slurry Seal TN 20 x 3,507.95 = 70,159 $ 10
Minor Concrete (Miscellaneous Construction) CY 232 x 1,424.58 = 330,503$ 4 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,114,600$
SECTION 3: DRAINAGE Unit Quantity Unit Price ($) Cost Notes Structural Concrete, Box Culvert CY x = -$
Minor Concrete (Minor Structure) CY 6 x 2,900.00 = 17,400 $ 6 Reinforced Concrete Pipe LF 500 x 375.00 = 187,500 $ 7 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 204,900$
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/1977141400300/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 Estimate 2-Roadway A R-13 Los Carneros Way Realignment
SECTION 5: ENVIRONMENTAL U nit Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 250,000 = 250,000 $
Irrigation System LS 1 x 50,000 = 1/16/2026
Plant Establishment Work LS 1 x 30,000 = 30,000 $
Implement Erosion Control LS 1 x 75,000 = 75,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 100,000 = 100,000 $ TOTAL ENVIRONMENTAL 501,100$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 325,000 = 325,000 $ 8 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 $ 9 TOTAL TRAFFIC ITEMS 1,165,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 2.5% $ 104,513 Stage Construction and Traffic Handling $ - ADA Items 1.5% $ 62,708
Other Minor Items 4.0% $ 167,220
Total of Section 1-6 x 8.0% = 334,440$
TOTAL MINOR ITEMS 334,500$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 451,500$
TOTAL MOBILIZATION 451,500$
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% = 993,300$
TOTAL CONTINGENCY 993,300$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
4,180,500$
4,515,000$
4,966,500$
https://api.box.com/wopi/files/1977141400300/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 Estimate 3-Roadway B R-13 Los Carneros Way Realignment
SECTION 10: STRUCTURES ITEMS
N
ame / 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 40,000 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 10,000,000 =
T

OTAL 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)
-$
12,000,000$
-$
10,000,000$
-$
-$
$0 $0 $0
-$ -$ -$ 0 0
xxxxxxxxx xxxxxxxxx xxxxxxxxx
0 0 0
--Select Bridge Type----Select Bridge Type-- --Select Bridge Type-- 2,000,000$
Cost
5 5 5
5 5 5
$0 $0 $0
-$ -$ -$ -$
-$
https://api.box.com/wopi/files/1977141400300/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 Estimate 4-Structures & RW R-13 Los Carneros Way Realignment
NOTE NO. 1
Roadway excavation area (from CAD)
SF
Average Depth

2.25 feet
Volume = Area * Depth
CF
CY
RESULT NO. 1 8,000
NOTE NO. 2
AC pavement area (from CAD)
SF
Depth of AC

0.75 feet
Tonnage = Area * Depth * 145lbs/CF / 2000lbs/ton
1903 ton
RESULT NO. 2 1,903
NOTE NO. 3
Aggregate base are (from CAD)
SF
Depth
LF
Volume = Area * Depth
CF
CY
RESULT NO. 3 1,944
NOTE NO. 4
New sidewalk length 1200 feet
Sidewalk width (most of it is multi-use path) 8 feet
Sidewalk thickness 4 inches
Volume - Sidewalk CF
119 CY
New Caltrans A1-6 curb at median islands 1200 feet
Volume / foot 0.03 CY/foot
Volume - Curb CY
New Caltrans A2-6 curb and gutter length 1400 feet
Volume / foot 0.06 CY/foot
Volume - Curb CY
Volume = Minor Concrete (Miscellaneous Construction) CY RESULT NO. 4 232
3200
31 83
232
City of Goleta
96000
216000
8000
35000

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
35000
1 .50
52500
1944
https://api.box.com/wopi/files/1977141400300/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 Estimate 5-Notes & Calculations R-13 Los Carneros Way Realignment
City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 5
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 5 721
NOTE NO. 6
New drop inlets - assumed one each side of the road on each leg 2 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)
6 CY
RESULT NO. 6 6
NOTE NO. 7
Estimated length of RCP
feet RESULT NO. 7 500
NOTE NO. 8
New street lights 6 each
Cost per street light
Landscape lights 12 each
Cost per street light
Total lights
Connection RESULT NO. 8 $325,000
NOTE NO. 9
Pavement delineation and marking
RESULT NO. 9 $40,000
NOTE NO. 10
Slurry seal are (from CAD)
SF
Tonnage = area / 1500SF/TN
20 ton RESULT NO. 10 20
NOTE NO. 11
Signal and Lighting
Scale:

Legs:

Cost: RESULT NO. 11 $700,000
300,000 $
25,000 $
40,000 $
Major
4 $700,000
9,740
19,480
721
500
30,000 $
10,000 $
30000
https://api.box.com/wopi/files/1977141400300/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 Estimate 5-Notes & Calculations R-13 Los Carneros Way Realignment
Description:

Scope:

Limits:

Estimate Type:

Estimate Date: 9-Feb-26
Working Days: 150
Current Year Costs Section
Earthwork 1,328,300$ + 1
Pavement Structural Section 1,820,600$ + 2 Drainage 313,400$ + 3
Specialty Items -$ + 4
Environmental 746,100$ + 5
Traffic Items 840,000$ + 6
Minor Items 403,900$ + 7
Roadway Mobilization 545,300$ + 8 Roadway Contingency 1,199,600$ + 9
TOTAL ROADWAY COST 7,197,200$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 7,197,000$ =
TOTAL RIGHT OF WAY COST 13,500,000$ = 11
Management Support
719,700$ + 10%
PA&ED Support 719,700$ + 10%
PS&E Support 1,079,600$ + 15%
Right of Way Support 144,000$ + 2% Construction Support 1,151,600$ + 16% Support Contingency 763,000$ + 20% of Support Costs TOTAL SUPPORT COST 4,578,000$ =
Total Estimated Project Costs: 25,300,000$ Check Status Prepared by: Approved by:

Project Engineer
Project Manager
of Construction
Costs
City of Goleta
Realign Los Carneros Way to make a new roundabout intersection with Los Carneros Road and Karl Storz Drive. New four lane highway road with bicycle lanes and sidewalks on each direction. • Realignment of northern 500 feet of Los Carneros Way to the east aligning with Karl Storz Drive. • Removal of existing Los Carneros Way pavement.
• Modification of medians on Los Carneros Way.
• Roundabout at Los Carneros Road.

Demolition; roadway and pavement construction; concrete curb, gutter, sidewalk; pavement delineation and slurry seal; drainage; traffic signal and interconnect; right of way.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Intersection of Los Carneros Road and Karl Storz Drive to Los Carneros Way south leg. https://api.box.com/wopi/files/2129431026526/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 RAB Estimate 1-Summary R-13 Los Carneros Way Realignment
SECTION 1: EARTHWORK U nit Quantity Unit Price Cost Notes Roadway Excavation CY 10,674 x 71.00 = 757,854$ 1,12 Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 1,759 x 40.00 = 70,360 $ 5,13
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 1,328,300$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 3,181 x 164.79 = 524,197$ 2,14 Class 2 Aggregate Base CY 2,139 x 134.30 = 287,268$ 3,15 Slurry Seal TN 5 x 3,507.95 = 17,540 $ 10,16
Minor Concrete (Miscellaneous Construction) CY 696 x 1,424.58 = 991,508$ 4,17,18,19 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 1,820,600$
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 $ 6,20 Reinforced Concrete Pipe LF 1,250 x 195.00 = 243,750$ 7,21 Rock Slope Protection CY x = -$
Concrete (Ditch/Channel Lining) CY x = -$
TOTAL DRAINAGE ITEMS 313,400$
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/2129431026526/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 RAB Estimate 2-Roadway A R-13 Los Carneros Way Realignment
SECTION 5: ENVIRONMENTAL U nit Quantity Unit Price ($) Cost Notes Biological Mitigation LS x = -$
Highway Planting LS 1 x 400,000 = 400,000 $
Irrigation System LS 1 x 80,000 = 1/16/2026
Plant Establishment Work LS 1 x 50,000 = 50,000 $
Implement Erosion Control LS 1 x 100,000 = 100,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 150,000 = 150,000 $ TOTAL ENVIRONMENTAL 746,100$
SECTION 6: TRAFFIC ITEMS Unit Quantity Unit Price ($) Cost Notes Lighting and Sign Illumination LS 1 x 740,000 = 740,000 $ 8,22 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 $ 9,23 TOTAL TRAFFIC ITEMS 840,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 2.5% $ 126,210 Stage Construction and Traffic Handling $ - ADA Items 1.5% $ 75,726
Other Minor Items 4.0% $ 201,936
Total of Section 1-6 x 8.0% = 403,872$
TOTAL MINOR ITEMS 403,900$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 545,230$
TOTAL MOBILIZATION 545,300$
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% = 1,199,520$
TOTAL CONTINGENCY 1,199,600$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
5,048,400$
5,452,300$
5,997,600$
https://api.box.com/wopi/files/2129431026526/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 RAB Estimate 3-Roadway B R-13 Los Carneros Way Realignment
SECTION 10: STRUCTURES ITEMS
N
ame / 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 45,000 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 11,250,000 =
T

OTAL RIGHT OF WAY ESTIMATE
2,250,000$
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)
-$
13,500,000$
-$
11,250,000$
-$
-$
$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/2129431026526/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 RAB Estimate 4-Structures & RW R-13 Los Carneros Way Realignment
Notes 1 through 10 are for the road realignment. The remaining are specifically for the roundabout.

NOTE NO. 1
Roadway excavation area (from CAD)
SF
Average Depth

2.25 feet
Volume = Area * Depth
CF
CY
RESULT NO. 1 8,000
NOTE NO. 2
AC pavement area (from CAD)
SF
Depth of AC

0.75 feet
Tonnage = Area * Depth * 145lbs/CF / 2000lbs/ton
1903 ton
RESULT NO. 2 1,903
NOTE NO. 3
Aggregate base are (from CAD)
SF
Depth
LF
Volume = Area * Depth
CF
CY
RESULT NO. 3 1,944
NOTE NO. 4
New sidewalk length 1200 feet
Sidewalk width (most of it is multi-use path) 8 feet
Sidewalk thickness 4 inches
Volume - Sidewalk CF
119 CY
New Caltrans A1-6 curb at median islands 1200 feet
Volume / foot 0.03 CY/foot
Volume - Curb CY
New Caltrans A2-6 curb and gutter length 1400 feet
Volume / foot 0.06 CY/foot
Volume - Curb CY
Volume = Minor Concrete (Miscellaneous Construction) CY RESULT NO. 4 232
City of Goleta
96000
216000
8000
35000

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
35000

1.50 52500
1944
3200
31 83
232
https://api.box.com/wopi/files/2129431026526/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 RAB Estimate 5-Notes & Calculations R-13 Los Carneros Way Realignment
City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 5
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 5 721
NOTE NO. 6
New drop inlets - assumed one each side of the road on each leg 2 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)
6 CY
RESULT NO. 6 6
NOTE NO. 7
Estimated length of RCP
feet RESULT NO. 7 500
NOTE NO. 8
New street lights
6 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 8 325,000$
NOTE NO. 9
Pavement delineation and marking
RESULT NO. 9 40,000
NOTE NO. 10
Slurry seal are (from CAD)
SF
Tonnage = area / 1500SF/TN
20 ton RESULT NO. 10 20
30000
25,000 $
40,000 $
9,740
19,480
721
500
30,000 $
10,000 $
300,000 $
https://api.box.com/wopi/files/2129431026526/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 RAB Estimate 5-Notes & Calculations R-13 Los Carneros Way Realignment
City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 11
Number of intersection legs
3 legs
250 feet average approach length
200 feet average splitter island length
NOTE NO. 12
Roadway excavation area (within splitter islands)
Depth of AC

0.75 Depth of base

2.00 Roadway excavation = width * length * depth
RESULT NO. 12 2,674
NOTE NO. 13
Import for landscape areas
SF
Depth

2.00 feet
Volume = width * length * depth
CF
CY RESULT NO. 13 1,037
NOTE NO. 14
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. 14 1,278
17,625
1,278
1,037
3,500
2,625
30,000
15,000
26,250
72,188
2,674
14,000
28,000
https://api.box.com/wopi/files/2129431026526/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 RAB Estimate 5-Notes & Calculations R-13 Los Carneros Way Realignment
City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 15
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. 15 194
NOTE NO. 16
Approaches to project
Length (typ)
250 feet
Width
30 feet
Area
feet
Coverage rate
SF/TN
CY
RESULT NO. 16 5
NOTE NO. 17
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. 17 216
3,500
5,250
30,000
30,000
35,250
194
7,500
1,500
5 1750
5833
216
https://api.box.com/wopi/files/2129431026526/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 RAB Estimate 5-Notes & Calculations R-13 Los Carneros Way Realignment
City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 18
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. 18 143
NOTE NO. 19
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. 19 104
NOTE NO. 20
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. 20 18
NOTE NO. 21
Estimated length of RCP
feet RESULT NO. 21 750
1200
31 1900
112
2500
1875
2813
104
750
https://api.box.com/wopi/files/2129431026526/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 RAB Estimate 5-Notes & Calculations R-13 Los Carneros Way Realignment
City of Goleta

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
NOTE NO. 22
New street lights
9 each
Cost per street light
Landscape lights
12 each
Cost per street light
Total lights
Connection
RESULT NO. 22 415,000$
NOTE NO. 23
Pavement delineation and marking
RESULT NO. 23 60,000
10,000 $
390,000 $
25,000 $
60,000 $
30,000 $
https://api.box.com/wopi/files/2129431026526/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-13 RAB Estimate 5-Notes & Calculations

LOS CARNEROS RD

LOS CARNEROS WAY

HOLLISTER AVE

STORKE RD

LOS CARNEROS RD
101
101
217

FAIRVIEW AVE

CATHEDRAL

OAKS RD
C:\Box\Projects\CIGOL Goleta\CIGOL.240089 GTIP-DIF 2025\5 Eng\_CAD\_Exhibits\Project R-13_RAB.dwgTue 24.Mar.26 03:13:49 PM

GOLETA TRANSPORTATION

IMPROVEMENTS PROGRAM
Project R-13: Los Carneros Way at Los
Carneros Road
Roundabout
201 N. Calle Cesar Chavez, Suite 300
Santa Barbara, CA 93103
805-692-6921 | www.mnsengineers.com
0'100' 50' 50'
1 inch = 100 ft.

R-14 South Fairview Avenue Widening
Description:

Scope:

Limits:

Estimate Type:

Estimate Date: 15-Jan-26
Working Days: 80
Current Year Costs Section
Earthwork 876,100$ + 1
Pavement Structural Section 294,800$ + 2 Drainage -$ + 3
Specialty Items 1,093,900$ + 4
Environmental 310,000$ + 5
Traffic Items 15,000$ + 6
Minor Items 51,800$ + 7
Roadway Mobilization 264,200$ + 8 Roadway Contingency 871,800$ + 9
TOTAL ROADWAY COST 3,777,600$ =
TOTAL STRUCTURES COST -$ + 10 TOTAL CONSTRUCTION COST 3,778,000$ =
TOTAL RIGHT OF WAY COST -$ = 11 Management Support
377,800$ + 10%
PA&ED Support 377,800$ + 10%
PS&E Support 566,700$ + 15%
Right of Way Support 75,600$ + 2% Construction Support 604,500$ + 16% Support Contingency 400,500$ + 20% of Support Costs TOTAL SUPPORT COST 2,403,000$ =
Total Estimated Project Costs: 6,200,000$ Check Status Prepared by: Approved by:

Project Engineer
Project Manager
of Construction
Costs
City of Goleta
Widen Fairview Ave between Ekwill Street (Project R-1C) and Olney Street. Utilize retaining walls to minimize wetland impacts. Construct sidewalk on east side. Include bike lanes and a center turning lane.
• Widening on west side of Fairview Avenue to accommodate southbound Fairview Avenue left turn pockets between Ekwill Street and Airport property.
• Provide 5 foot sidewalk on east side of Fairview Avenue. • Maintain one lane of through traffic in each direction. • Maintain Class II bike lanes in each direction.

Demolition; pavement widening; retaining wall; pavement delineation; wetlands; City of Santa Barbara coordination.

Planning (City)

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
Ekwill Street to Olney Street.
https://api.box.com/wopi/files/1977132006711/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-14 Estimate 1-Summary R-14 South Fairview Avenue Widening
SECTION 1: EARTHWORK U nit Quantity Unit Price Cost Notes Roadway Excavation CY 106 x 328.52 = 34,823 $ 1
Roadway Excavation (ADL) CY x = -$
Imported Borrow CY 1,129 x 40.00 = 45,160 $ 2
Structure Excavation (Retaining Wall) CY 1,316 x 300.00 = 394,800 $ 3 Structure Backfill (Retaining Wall) CY 1,004 x 325.00 = 326,300 $ 4 Clearing & Grubbing LS 1 x 75,000 = 75,000 $
TOTAL EARTHWORK SECTION ITEMS 876,100$
SECTION 2: PAVEMENT STRUCTURAL SECTION Unit Quantity Unit Price Cost Notes Continuously Reinforced Concrete Pavement CY x = -$
Hot Mix Asphalt (Type A) TN 529 x 418.28 = -$ 5 Class 2 Aggregate Base CY 374 x 295.45 = 156,293 $ 6 Slurry Seal TN 17 x 3,507.95 = 59,635 $ 7
Minor Concrete (Miscellaneous Construction) CY 65 x 1,212.77 = 78,830 $ 8 Place Hot Mix Asphalt Dike LF x = -$
Cold Plane Asphalt Concrete Pavement SY x = -$
TOTAL PAVEMENT STRUCTURAL SECTION ITEMS 294,800$
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 x = -$
Chain Link Fence LF x = -$
Midwest Guardrail System (Wood Post) LF 760 x 68.37 = 51,961$ 9 Thrie Beam Barrier LF x = -$
Terminal System or Crash Cushion EA x = -$
Concrete Barrier (TYPE 60M) LF x = -$
Structural Concrete, Retaining Wall CY 544 x 1,915.28 = 1,041,912$ TOTAL SPECIALTY ITEMS 1,093,900$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
https://api.box.com/wopi/files/1977132006711/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-14 Estimate 2-Roadway A R-14 South Fairview Avenue Widening
SECTION 5: ENVIRONMENTAL U nit Quantity Unit Price ($) Cost Notes Biological Mitigation LS 1 x 200,000 = 200,000 $
Highway Planting LS 1 x 50,000 = 50,000 $
Irrigation System LS 1 x 15,000 = 15,000 $
Plant Establishment Work LS 1 x 15,000 = 15,000 $
Implement Erosion Control LS 1 x 15,000 = 15,000 $
Prepare and Implement SWPPP / WPCP LS 1 x 15,000 = 15,000 $ TOTAL ENVIRONMENTAL 310,000$
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 15,000 = 15,000 $ TOTAL TRAFFIC ITEMS 15,000$
SECTION 7: MINOR ITEMS Notes
Traffic Management Plan and Detours 1.0% $ 25,898 Stage Construction and Traffic Handling $ - ADA Items 1.0% $ 25,898
Other Minor Items $ -
Total of Section 1-6 x 2.0% = 51,796$
TOTAL MINOR ITEMS 51,800$
SECTIONS 8: MOBILIZATION
Total Section 1-7 x 10% = 264,160$
TOTAL MOBILIZATION 264,200$
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% = 871,740$
TOTAL CONTINGENCY 871,800$
City of Goleta

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
2,589,800$
2,641,600$
2,905,800$
https://api.box.com/wopi/files/1977132006711/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-14 Estimate 3-Roadway B R-14 South Fairview Avenue Widening
SECTION 10: STRUCTURES ITEMS
N
ame / 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 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)
-$
-$
-$
-$
-$
-$
$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/1977132006711/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-14 Estimate 4-Structures & RW R-14 South Fairview Avenue
NOTE NO. 1
Roadway excavation (only needed for the contstruction of the sidewalks) Area of Sidewaks Curbs and Gutters
3750 SF
Area of Excavation = Area of Sidewalks Curbs and Gutters + 15% 4313 SF
Depth

0.67 feet
Volume = Area * Depth
2875 CF
106 CY
RESULT NO. 1 106
NOTE NO. 2
Imported borrow
Area (from CAD)
40 SF
Length (wall)
760 feet
Volume = Area * Length
CF
CY
RESULT NO. 2 1129
NOTE NO. 3
Structure excavation (see Note 2)
47 SF
Length of Wall
760 feet
Volume = Area * Length
CF
CY
RESULT NO. 3 1316
NOTE NO. 4
Structure backfill (see Note 2)
36 SF
Length of Wall
760 feet
Volume = Area * Length
CF
CY
RESULT NO. 4 1004
35530
1316
27102
1004

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
30484
1129
https://api.box.com/wopi/files/1977132006711/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-14 Estimate 5-Notes & Calculations R-14 South Fairview Avenue

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
NOTE NO. 5
AC pavement
Roadway Widening Patch Curb and Gutter forms
Area of widening Cross sectional Area (1ft x 1ft Assumed) SF 1.00 SF
Depth of AC Length of Curb and Gutter

0.67 feet 566 feet
Tonnage = Area * Depth * 145lbs/CF / 2000lbs/ton'
488 ton 41 ton
RESULT NO. 5 529
NOTE NO. 6
Aggregate base
Area of widening
SF
Depth

1.00 feet
Volume = Area * Depth
CF
CY
RESULT NO. 6 374
NOTE NO. 7
Slurry seal
Area (from CAD)
SF
Coverage rate (Caltrans)
SF/ton
Tonnage = area / coverage rate
17 TN
RESULT NO. 7 17
NOTE NO. 8
Minor Concrete (Miscellaneous Construction)
Concrete Sidewalks Concrete Curb and Gutter Type A2-6 per Caltrans Concrete Sidewalks Plan Area Volume per linear ft

SF CY/LF
Depth of Concrete Curb and Gutter Length

0.33 feet 566 feet
Total Concrete = Area * Depth Total Concrete = Volume per length * length 867 CF 33 CY
32 CY
RESULT NO. 8 65
NOTE NO. 9
Midwest guard rail - along top of wall
Length of retaining Wall
760 feet
RESULT NO. 9 760
NOTE NO. 10
2600 0.05903
10100
10100
374
25900
1500
10100
https://api.box.com/wopi/files/1977132006711/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-14 Estimate 5-Notes & Calculations R-14 South Fairview Avenue

NOTES AND CALCULATIONS

GOLETA TRANSPORTATION IMPROVEMENT PROGRAM (GTIP)
City of Goleta
Structural Concrete, Retaining Wall
Cross sectional area (from CAD)
19 SF
Length feet
760 feet
Volume = Area * Length
CF
CY
RESULT NO. 10 544
14691
544
https://api.box.com/wopi/files/1977132006711/WOPIServiceId_TP_BOX_2/WOPIUserId_-/R-14 Estimate 5-Notes & Calculations

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