Agenda packet — Atwater City Council, October 9, 2023 (part 3 of 4)

PROJECT COST ESTIMATE
SECTION 1: EARTHWORK
Item code Unit Quantity Unit Price ($) Cost
190101 Roadway Excavation CY 37,100 x 50.00 = 1,855,000 $ 194001 Ditch Excavation CY x = $ -
19801X Imported Borrow CY/TON x = $ -
192037 Structure Excavation (Retaining Wall) CY x = $ - 193013 Structure Backfill (Retaining Wall) CY x = $ -
193031 Pervious Backfill Material (Retaining Wall) CY x = $ - 16010X Clearing & Grubbing LS/ACRE 40 x 3,000.00 = $ 120,000 170101 Develop Water Supply LS 1 x 10,000.00 = $ 10,000 19801X Imported Borrow CY/TON x = $ -
210130 Duff ACRE x = $ -
XXXXXX Some Item Unit x = $ -
Basin Excavation CY 86,000 X 15.00 = $ 1,290,000
$ 3,275,000
SECTION 2: PAVEMENT STRUCTURAL SECTION
Item code Unit Quantity Unit Price ($) Cost
401050 Jointed Plain Concrete Pavement CY x = $ -
400050 Continuously Reinforced Concrete Pavement CY x = $ - 404092 Seal Pavement Joint LF x = $ -
404093 Seal Isolation Joint LF x = $ -
413117 Seal Concrete Pavement Joint (Silicone) LF x = $ - 413118 Seal Pavement Joint (Asphalt Rubber) LF x = $ -
280010 Rapid Strength Concrete Base CY x = $ -
410095 Dowel Bar (Drill and Bond) EA x = $ -
390132 Hot Mix Asphalt (Type A) TON 23,000 x 140.00 = 3,220,000 $ 390137 Rubberized Hot Mix Asphalt (Gap Graded) TON x = $ - 39300X Geosynthetic Pavement Interlayer (Type X) SQYD x = $ - 26020X Class 2 Aggregate Base TON/CY 22,000 x 60.00 = 1,320,000 $ 290201 Asphalt Treated Permeable Base CY x = $ -
250401 Class 4 Aggregate Subbase CY x = $ -
374002 Asphaltic Emulsion (Fog Seal Coat) TON x = $ -
397005 Tack Coat TON x = $ -
377501 Slurry Seal TON x = $ -
3750XX Screenings (Type XX) TON x = $ -
374492 Asphaltic Emulsion (Polymer Modified) TON x = $ - 370001 Sand Cover (Seal) TON x = $ -
731530 Minor Concrete (Textured Paving) CY x = $ -
731502 Minor Concrete (Miscellaneous Construction) CY x = $ - 39407X Place Hot Mix Asphalt Dike (Type X) LF x = $ -
150771 Remove Asphalt Concrete Dike LF x = $ -
420201 Grind Existing Concrete Pavement SQYD x = $ -
150860 Remove Base and Surfacing CY 1,100 x 30.00 = $ 33,000 390095 Replace Asphalt Concrete Surfacing CY x = $ -
15312X Remove Concrete LF/CY/LS x = $ -
394090 Place Hot Mix Asphalt (Miscellaneous Area) SQYD x = $ - 153103 Cold Plane Asphalt Concrete Pavement SQYD x = $ - 39405X Shoulder Rumble Strip (HMA, X-In Indentations) STA x = $ - 413113 Repair Spalled Joints, Polyester Grout SQYD x = $ - 420102 Groove Existing Concrete Pavement SQYD x = $ -
390136 Minor Hot Mix Asphalt TON x = $ -
394095 Roadside Paving (Miscellaneous Areas) SQYD x = $ - $ 4,573,000

TOTAL EARTHWORK SECTION ITEMS

TOTAL PAVEMENT STRUCTURAL SECTION ITEMS
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PROJECT COST ESTIMATE
SECTION 3: DRAINAGE
Item code Unit Quantity Unit Price ($) Cost
15080X Remove Culvert EA/LF x = $ -
150820 Modify Inlet EA x = $ -
155232 Sand Backfill CY x = $ -
15020X Abandon Culvert EA/LF x = $ -
152430 Adjust Inlet LF x = $ -
155003 Cap Inlet EA x = $ -
510501 Minor Concrete CY x = $ -
510502 Minor Concrete (Minor Structure) CY x = $ -
5105XX Minor Concrete (Type XX) CY x = $ -
620XXX XX" Alternative Pipe Culvert (Type X) LF x = $ - 641104 15" Plastic Pipe LF x = $ -
641113 24" Plastic Pipe LF x = $ -
27" Plastic Pipe LF x = $ -
641119 30" Plastic Pipe LF x = $ -
650026 36" Reinforced Concrete Pipe (Type X) LF x = $ - 650030 42" Reinforced Concrete Pipe (Type X) LF x = $ - 650034 48" Reinforced Concrete Pipe (Type X) LF x = $ - 650038 54" Reinforced Concrete Pipe (Type X) LF x = $ - 650042 60" Reinforced Concrete Pipe (Type X) LF x = $ - 6650XX XX" Corrugated Steel Pipe (0.XXX" Thick) LF x = $ - 68XXXX XX" Plastic Pipe (Edge Drain) LF x = $ -
69011X XX" Corrugated Steel Pipe Downdrain (0.XXX" Thick) LF x = $ - 70321X XX" Corrugated Steel Pipe Inlet (0.XXX" Thick) LF x = $ - 70XXXX XX" Corrugated Steel Pipe Riser (0.XXX" Thick) LF x = $ - 7050XX XX" Steel Flared End Section EA x = $ -
703233 Grated Line Drain LF x = $ -
72XXXX Rock Slope Protection (Type and Method) CY/TON x = $ - 72901X Rock Slope Protection Fabric (Class X) SQYD x = $ - 721420 Concrete (Ditch Lining) CY x = $ -
721430 Concrete (Channel Lining) CY x = $ -
750001 Miscellaneous Iron and Steel LB x = $ -
Drainage LS 1 x 924,300.00 = $ 924,300
$ 924,300
SECTION 4: SPECIALTY ITEMS
Item code Unit Quantity Unit Price ($) Cost
080050 Progress Schedule (Critical Path Method) LS x = $ - 582001 Sound Wall (Masonry Block) SQFT x = $ -
510530 Minor Concrete (Wall) CY x = $ -
730020 Minor Concrete (Curb) CY 320 x 700.00 = $ 224,000 731521 Minor Concrete (Sidewalk) CY 1,400 x 800.00 = $ 1,120,000 731623 Minor Concrete (Curb Ramp) CY 10 x 1,000.00 = $ 10,000 731504 Minor Concrete (Curb & Gutter) CY 900 x 700.00 = $ 630,000 731516 Minor Concrete (Driveway) CY 80 x 1,400.00 = $ 112,000 731519 Minor Concrete (Stamped Concrete) SF 5,100 x 15.00 = $ 76,500 730070 Detectable Warning Surface SF 100 x 50.00 = $ 5,000 15325X Remove Sound Wall LF/LS x = $ -
070030 Lead Compliance Plan LS 1 x 3,000.00 = $ 3,000
141120 Treated Wood Waste LB x = $ -
153221 Remove Concrete Barrier LF x = $ -
150662 Remove Metal Beam Guard Railing LF x = $ -
150668 Remove Flared End Section EA x = $ -
800360 Chain Link Fence (Type CL-6) LF 14,000 x 30.00 = $ 420,000 80XXXX XX" Chain Link Gate (Type CL-6) EA x = $ -
832001 Metal Beam Guard Railing LF x = $ -
839301 Single Thrie Beam Barrier LF x = $ -
839310 Double Thrie Beam Barrier LF x = $ -
839521 Cable Railing LF x = $ -
8395XX Terminal System (Type CAT) EA x = $ -
839585 Alternative Flared Terminal System EA x = $ -
839584 Alternative In-line Terminal System EA x = $ -
4906XX CIDH Concrete Piling (Insert Diameter) LF x = $ - 839XXX Crash Cushion (Insert Type) EA x = $ -
83XXXX Concrete Barrier (Insert Type) LF x = $ -
520103 Bar Reinforced Steel (Retaining Wall) LB x = $ - 510060 Structural Concrete, Retaining Wall CY x = $ -
513553 Retaining Wall (Masonry Wall) SQFT x = $ -
511035 Architectural Treatment SQFT x = $ -
598001 Anti-Graffiti Coating SQFT x = $ -
203070 Rock Stain SQFT x = $ -
5136XX Reinforced Concrete Crib Wall (Type X) SQFT x = $ - 83954X Transition Railing (Type X) EA x = $ -
597601 Prepare and Stain Concrete SQFT x = $ -
839561 Rail Tensioning Assembly EA x = $ -
83958X End Anchor Assembly (Type X) EA x = $ -
XXXXXX Some Item Unit x = $ -
$ 2,600,500

TOTAL DRAINAGE ITEMS

TOTAL SPECIALTY ITEMS
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PROJECT COST ESTIMATE
SECTION 5: ENVIRONMENTAL
5A - ENVIRONMENTAL MITIGATION
Item code Unit Quantity Unit Price ($) Cost
Biological Mitigation LS 1 x 320,000.00 = $ 320,000
130670 Temporary Reinforced Silt Fence LF 14,000 x 3.00 = $ 42,000 141000 Temporary Fence (Type ESA) LF x = $ -
Subtotal Environmental Mitigation 362,000 $
5B - LANDSCAPE AND IRRIGATION
Item code Unit Quantity Unit Price ($) Cost
20XXXX Highway Planting LS x = $ -
Landscape/Irrigation LS 1 x 1,752,000.00 = 1,752,000 $
204099 Plant Establishment Work LS x = $ -
204101 Extend Plant Establishment Work LS x = $ -
20XXXX Follow-up Landscape Project LS x = $ -
150685 Remove Irrigation Facility LS x = $ -
20XXXX Maintain Existing (Irrigation or Planted Areas) LS x = $ - 206400 Check and Test Existing Irrigation Facilities LS x = $ - 21011X Imported Topsoil (X) CY/TON x = $ -
20XXXX Rock Blanket, Rock Mulch, DG, Gravel Mulch SQFT/SQYD x = $ - 200122 Weed Germination SQYD x = $ -
208304 Water Meter EA x = $ -
2087XX XX" Conduit (Use for Irrigation x-overs) LF x = $ - 20890X Extend X" Conduit (Use for Extension of Irrigation x-overs) LF x = $ -
Subtotal Landscape and Irrigation $ 1,752,000
5C - EROSION CONTROL
Item code Unit Quantity Unit Price ($) Cost
210010 Move In/Move Out (Erosion Control) EA x = $ -
210350 Fiber Rolls LF x = $ -
210360 Compost Sock LF x = $ -
2102XX Rolled Erosion Control Product (X) SQFT x = $ -
21025X Bonded Fiber Matrix SQFT/ACRE x = $ -
210300 Hydromulch SQFT x = $ -
210420 Straw SQFT x = $ -
210430 Hydroseed SQFT x = $ -
210600 Compost SQFT x = $ -
210630 Incorporate Materials SQFT x = $ -
Subtotal Erosion Control $ -
5D - NPDES
Item code Unit Quantity Unit Price ($) Cost
130300 Prepare SWPPP LS 1 x 5,000.00 = $ 5,000
Storm Water BMPs LS x = $ -
130200 Prepare WPCP LS x = $ -
130100 Job Site Management LS 1 x 30,000.00 = $ 30,000
130330 Storm Water Annual Report EA x = $ -
130310 Rain Event Action Plan (REAP) EA 1 x 1,000.00 = $ 1,000 130320 Storm Water Sampling and Analysis Day EA x = $ - 130520 Temporary Hydraulic Mulch SQYD x = $ -
130550 Temporary Hydroseed SQYD 30,000 x 1.00 = $ 30,000 130505 Move-In/Move-Out (Temporary Erosion Control) EA x = $ - 130640 Temporary Fiber Roll LF x = $ -
130900 Temporary Concrete Washout LS x = $ -
130710 Temporary Construction Entrance EA x = $ -
130610 Temporary Check Dam LF x = $ -
130620 Temporary Drainage Inlet Protection EA x = $ -
130730 Street Sweeping LS x = $ -
Subtotal NPDES $ 66,000
TOTAL ENVIRONMENTAL 2,180,000 $
Supplemental Work for NPDES
066595 Water Pollution Control Maintenance Sharing* LS 1 x 3,000.00 = $ 3,000 066596 Additional Water Pollution Control** LS x = $ -
066597 Storm Water Sampling and Analysis*** LS x = $ -
XXXXXX Some Item LS x = $ -
Subtotal Supplemental Work for NDPS $ 3,000
*** Applies only to project with SWPPPs.
*Applies to all SWPPPs and those WPCPs with sediment control or soil stabilization BMPs. **Applies to both SWPPPs and WPCP projects.
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PROJECT COST ESTIMATE
SECTION 6: TRAFFIC ITEMS
6A - Traffic Electrical
Item code Unit Quantity Unit Price ($) Cost
Actuated Traffic Signals - New EA 2 x 200,000.00 = $ 400,000 Signal Modification EA x = $ -
Street Lighting LS 1 x 924,300.00 = $ 924,300
860460 Lighting and Sign Illumination LS x = $ -
860201 Signal and Lighting LS x = $ -
860990 Closed Circuit Television System LS x = $ -
86110X Ramp Metering System (Location X) LS x = $ -
86070X Interconnection Conduit and Cable LF/LS x = $ -
5602XX Furnish Sign Structure (Type X) LB x = $ -
5602XX Install Sign Structure (Type X) LB x = $ -
498040 XX" CIDHC Pile (Sign Foundation) LF x = $ -
86080X Inductive Loop Detectors EA/LS x = $ -
8609XX Traffic Monitoring Station (Type X) LS x = $ -
15075X Remove Sign Structure EA/LS x = $ -
151581 Reconstruct Sign Structure EA x = $ -
152641 Modify Sign Structure EA x = $ -
860090 Maintain Existing Traffic Management System Elements During Construction LS x = $ - 86XXXX Fiber Optic Conduit System LS x = $ -
XXXXX Some Item Unit x = $ -
Subtotal Traffic Electrical $ 1,324,300
6B - Traffic Signing and Striping
Item code Unit Quantity Unit Price ($) Cost
566011 Roadside Sign - One Post EA x = $ -
Permanent Signing & Striping LS 1 x 132,400.00 = $ 132,400 566012 Roadside Sign - Two Post EA x = $ -
5602XX Furnish Sign SQFT x = $ -
568016 Install Sign Panel on Existing Frame SQFT x = $ - 150711 Remove Painted Traffic Stripe LF x = $ -
141101 Remove Yellow Painted Traffic Stripe (Hazardous
Waste) LF x = $ -
150712 Remove Painted Pavement Marking SQFT x = $ -
150742 Remove Roadside Sign EA x = $ -
152320 Reset Roadside Sign EA x = $ -
152390 Relocate Roadside Sign EA x = $ -
820170 Delineator (Class 1) EA 700 x 50.00 = $ 35,000
840502 Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) LF x = $ - 846012 Thermoplastic Crosswalk and Pavement Marking (Enhanced Wet Night Visibility) SQFT x = $ - 120090 Construction Area Signs LS x = $ -
84XXXX Permanent Pavement Delineation LS x = $ -
Subtotal Traffic Signing and Striping $ 167,400
6C - Traffic Management Plan
Item code Unit Quantity Unit Price ($) Cost
120090 Construction Area Signs LS 1 x 13,000.00 = $ 13,000 130100 Construction Site Management LS 1 x 19,000.00 = $ 19,000 Subtotal Traffic Management Plan $ 32,000
6C - Stage Construction and Traffic Handling
Item code Unit Quantity Unit Price ($) Cost
120199 Traffic Plastic Drum EA x = $ -
12016X Channelizer (Type X) EA x = $ -
120120 Type III Barricade EA x = $ -
129100 Temporary Crash Cushion Module EA x = $ -
120100 Traffic Control System LS x = $ -
129110 Temporary Crash Cushion EA x = $ -
129000 Temporary Railing (Type K) LF x = $ -
120149 Temporary Pavement Marking (Paint) SQFT x = $ -
82010X Delineator (Class X) EA x = $ -
Subtotal Stage Construction and Traffic Handling $ -
TOTAL TRAFFIC ITEMS $ 1,523,700
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PROJECT COST ESTIMATE
SECTION 7: DETOURS
Item code Unit Quantity Unit Price ($) Cost
190101 Roadway Excavation CY x = $ -
19801X Imported Borrow CY/TON x = $ -
390132 Hot Mix Asphalt (Type A) TON x = $ -
26020X Class 2 Aggregate Base TON/CY x = $ -
250401 Class 4 Aggregate Subbase CY x = $ -
130620 Temporary Drainage Inlet Protection EA x = $ -
129000 Temporary Railing (Type K) LF x = $ -
128601 Temporary Signal System LS x = $ -
120149 Temporary Pavement Marking (Paint) SQFT x = $ -
80010X Temporary Fence (Type X) LF x = $ -
XXXXXX Some Item LS x = $ -
$ -
SUBTOTAL SECTIONS 1 through 7 15,076,500 $
SECTION 8: MINOR ITEMS
8A - Americans with Disabilities Act Items
ADA Items 0.0% - $
8B - Bike Path Items
Bike Path Items 0.0% - $
8C - Other Minor Items
Other Minor Items 8.0% 1,206,120 $
Total of Section 1-7 $ 15,076,500 x 8.0% = 1,206,120 $
$ 1,206,200
SECTIONS 9: ROADWAY MOBILIZATION
Item code
Mobilization $ x 10% = 1,507,650 15,076,500 $
$ 1,507,700
SECTION 10: SUPPLEMENTAL WORK
Item code Unit Quantity Unit Price ($) Cost
066670 Payment Adjustments For Price Index
Fluctuations LS x = $ -
066094 Value Analysis LS x = $ -
066070 Maintain Traffic LS x = $ -
066919 Dispute Resolution Board LS x = $ -
066921 Dispute Resolution Advisor LS x = $ -
066015 Federal Trainee Program LS x = $ -
066610 Partnering LS x = $ -
066204 Remove Rock and Debris LS x = $ -
066222 Locate Existing Crossover LS x = $ -
XXXXXX Some Item Unit x = $ -
Cost of NPDES Supplemental Work specified in Section 5D = $ 3,000 Total Section 1-8 $ 16,282,700 2% = $ 244,241
TOTAL SUPPLEMENTAL WORK $ 247,300
Includes constructing, maintaining, and removal

TOTAL DETOURS

TOTAL MINOR ITEMS

TOTAL ROADWAY MOBILIZATION
* Includes constructing, maintaining, and removal
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PROJECT COST ESTIMATE
SECTION 11: STATE FURNISHED MATERIALS AND EXPENSES
Item code Unit Quantity Unit Price ($) Cost
066105 Resident Engineers Office LS x = $0
066063 Traffic Management Plan - Public Information LS x = $0 066901 Water Expenses LS x = $0
8609XX Traffic Monitoring Station (X) LS x = $0
066841 Traffic Controller Assembly LS x = $0
066840 Traffic Signal Controller Assembly LS x = $0
066062 COZEEP Contract LS x = $0
066838 Reflective Numbers and Edge Sealer LS x = $0
066065 Tow Truck Service Patrol LS x = $0
066916 Annual Construction General Permit Fee LS x = $0 XXXXXX Some Item Unit x = $0
Total Section 1-8 $ 16,282,700 0% = $ -
$0
SECTION 12: TIME-RELATED OVERHEAD
Total of Roadway and Structures Contract Items excluding Mobilization $16,282,700 (used to calculate TRO) Total Construction Cost (excluding TRO and Contingency) $18,037,700 (used to check if project is greater than $5 million excluding contingency) Estimated Time-Related Overhead (TRO) Percentage (0% to 10%) = 4% Item code Unit Quantity Unit Price ($) Cost
090100 Time-Related Overhead WD 400 X $5,838 = $2,335,280 TOTAL TIME-RELATED OVERHEAD $2,335,280
SECTION 13: ROADWAY CONTINGENCY
Total Section 1-12 $ 20,372,980 x 25% = $5,093,245
TOTAL CONTINGENCY $5,093,300

TOTAL STATE FURNISHED
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PROJECT COST ESTIMATE
II. STRUCTURE ITEMS
0 LF 0 LF 0 LF
0 LF 0 LF 0 LF
0 SQFT 0 SQFT 0 SQFT
0 LF 0 LF 0 LF
0 LF 0 LF 0 LF
0 LF 0 LF 0 LF
0 SQFT 0 SQFT 0 SQFT
0 LF 0 LF 0 LF
STRUCTURES MOBILIZATION 10%
Recommended Contingency: (Pre-PSR 30%-50%, PSR 25%, Draft PR 20%, PR 15%, after PR approval 10%, Final PS&E 5%) Total recommended percentages includes any quantified risk based contingency from the risk register.

STRUCTURES CONTINGENCY 10%
10/26/2020

TOTAL COST OF STRUCTURES
Estimate Prepared By:

Cynthia Horner, Mark Thomas Date
$0
Cost Per Square Foot $0 $0 $0
COST OF EACH $0 $0 $0
TOTAL COST OF BRIDGES $0
TOTAL COST OF BUILDINGS $0
$0
$0
xxxxxxxxxxxxxxxxxxx
Structure Type xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx Width (Feet) [out to out]
Total Length (Feet)
Total Area (Square Feet)
Structure Depth (Feet)
Footing Type (pile or spread) xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx Name xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx Bridge Number 57-XXX 57-XXX 57-XXX
DATE OF ESTIMATE 00/00/00 00/00/00 00/00/00
Cost Per Square Foot $0 $0 $0
COST OF EACH $0 $0 $0
xxxxxxxxxxxxxxxxxxx
Structure Type xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx Width (Feet) [out to out]
Total Length (Feet)
Total Area (Square Feet)
Structure Depth (Feet)
Footing Type (pile or spread) xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx Name xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx Bridge Number 57-XXX 57-XXX 57-XXX
DATE OF ESTIMATE 00/00/00 00/00/00 00/00/00
9 of 11 6/30/2023

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PROJECT COST ESTIMATE
III. RIGHT OF WAY
Fill in all of the available information from the Right of Way Data Sheet.

A) A1) Acquisition, including Excess Land Purchases, Damages & Goodwill, Fees $ 4,500,000 A2) SB-1210 $ 0
B) Acquisition of Offsite Mitigation $ 0
C) C1) Utility Relocation (State Share) $
C2) Potholing (Design Phase) $ 0
D) Railroad Acquisition $ 0
E) Clearance / Demolition $ 0
F) Relocation Assistance (RAP and/or Last Resort Housing Costs) $ G) $
H) Environmental Review $ 0
I) 0% $ 0
J) Design Appreciation Factor 0% $ 0
K) Utility Relocation (Construction Cost) $ 425,000
L)
M)
N)
1 When estimate has Support Costs only 2 When estimate has Utility Relocation 3 When R/W Acquisition is required Utility Estimate Prepared
By Utility Coordinator2
Phone
R/W Acquisition Estimate Bob Morrison (916) 717-7069
Prepared By Right of Way Estimator3
Phone
$4,925,000
Title and Escrow
Condemnation Settlements
Note: Items G & H applied to items A + B

TOTAL RIGHT OF WAY ESTIMATE
Support Cost Estimate Alyssa Nishikawa (559) 374-3112
Prepared By Project Coordinator1
Phone
TOTAL R/W ESTIMATE: Escalated $4,925,000
RIGHT OF WAY SUPPORT $521,000
Alyssa Nishikawa (559) 374-3112
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DO NOT PRINT THIS SHEET AS PART OF COST ESTIMATE ATTACHMENT TO PROJECT INITIATION OR APPROVAL DOCUMENTS.

IV. SUPPORT COST ESTIMATE SUMMARY
Run a Support Cost Estimate Summary
Total by FY PA&ED PS&E RW CON Total $ PA&ED PS&E RW CON Total $ <2016 Expended
ETC
2017 Expended
ETC
2018 Expended
ETC
2019 Expended
ETC
2020 Expended
ETC
2021 Expended
ETC
2022 Expended
ETC
2023 Expended
ETC
2024 Expended
ETC
2025 Expended
ETC
2026 Expended
ETC $2,547,000 = $2,654,000
2027 Expended
ETC
2028 Expended
ETC $3,820,000 $500,000 $3,981,000 $521,000
2029 Expended
ETC $3,820,000 $3,981,000
>2030 Expended
ETC
$2,547,000 $3,820,000 $500,000 $3,820,000 $10,687,000 $2,654,000 $3,981,000 $521,000 $3,981,000 $11,137,000 $0 $0 $0 $0 Escalated Risk Amount $0 $0 $0 $0 $0

0.0% 0.0% 0.0% 0.0%

0.00 0.00 0.00 0.00
$2,547,000 $3,820,000 $500,000 $3,820,000 Total Esc. Support Cost $2,654,000 $3,981,000 $521,000 $3,981,000 $11,137,000 -$2,547,000 -$3,820,000 -$500,000 -$3,820,000 -$10,687,000 $2,654,000 -$3,981,000 -$521,000 -$3,981,000 -$5,829,000

8.4% 12.6% 1.6% 12.6% 35.2% 8.7% 13.1% 1.7% 13.1% 36.6% 6/30/2023
Ed Noriega, Project Manager Date
6/30/2023
Alyssa Nishikawa, Design Engineer Date
Overall Percent Support Cost: 36.64%
Total Capital Outlay Support Cost: $11,137,000
Total Capital Cost: $30,392,000
PRSM workplan hours/costs verified
against approved MWA:

Approved by:

EAC (Expended + ETC)
Approved Budget (PRSM)
Difference (Budget - EAC)
Support Ratio (EAC / Cap Cost)
Duration to mid-point component
Total including Risk Amount
Risk Amount from Risk Register
Support Escalation Rate
Unescalated-Risk Loaded Escalated (4.2% per year for ETC, effective 1/2/2018 ) $4,320,000
$3,820,000
$2,654,000
$4,502,000
$3,981,000
$2,547,000

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ATTACHMENT E.

PRELIMINARY PROJECT COST ESTIMATE

ALTERNATIVE II

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PROJECT
EA: N/A
PID: N/A District-County-Route:
10-MERBellevue Road
PM:

SUMMARY OF PROJECT COST ESTIMATE
Current Year Cost Escalated Cost
$ 26,687,180 $ 34,876,648
$ - $ -
$ 26,687,180 $ 34,876,648
$ 7,750,000 $ 7,750,000
$ 34,438,000 $ 42,627,000
$ 2,669,000 $ 2,782,000
$ 4,004,000 $ 4,173,000
$ 1,000,000 $ 1,042,000
$ 4,004,000 $ 4,173,000
$ 11,677,000 $ 12,170,000
$ 46,150,000 $ 54,800,000
Programmed Amount
Month / Year
Date of Estimate (Month/Year) 6 / 2023
Estimated Construction Start (Month/Year) 4 / 2028
Number of Working Days = 400
Estimated Mid-Point of Construction (Month/Year) 1 / 2029 Estimated Construction End (Month/Year) 10 / 2029
12/1/2023
6/30/2026
12/1/2027
12/1/2027
4/1/2028
Date Phone
(530) 848-1222
Ed Noriega, Project Manager Date Phone

PLANNING COST ESTIMATE

BELLEVUE ROAD REALIGNMENT PSR-PDS

RIGHT OF WAY SUPPORT

TOTAL STRUCTURES COST

SUBTOTAL CONSTRUCTION COST

PSR-PDS
N/A
Widen the existing Bellevue Road between Olive Avenue and the Atwater Canal and restriping between Gipson Street and Parade Street. It will deliver 1.2 miles of 4-lane arterial road in Atwater and Merced County, which will include raised median, sidewalks, and a Class IV bikieway.

Roadway widening and realignment along Bellevue Road
To improve accessibility and circulation in Atwater and Merced County Alternative : Alternative # 2

TOTAL RIGHT OF WAY COST

TOTAL ROADWAY COST
Type of Estimate :

PA/ED SUPPORT
Program Code :

Project Limits :

Project Description:

Scope :

Reviewed by:

Begin Construction

TOTAL SUPPORT COST
Estimated Project Schedule

TOTAL PROJECT COST

PS&E SUPPORT

TOTAL CAPITAL OUTLAY COSTS

CONSTRUCTION SUPPORT
Approved by Project Manager
RTL
PID Approval
PA/ED Approval
PS&E
Michael Hayes, City of Atwater, Contract City Engineer
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PROJECT COST ESTIMATE
I. ROADWAY ITEMS SUMMARY
Cost
1 $ 1,760,000
2 $ 4,106,000
3 $ 350,000
4 $ 3,345,000
5 $ 2,075,000
6 $ 3,991,900
7 $ -
8 $ 1,562,800
9 $ 1,562,800
10 $ 260,900
11 $ -
12 $ 2,335,280
13 $ 5,337,500
$ 26,687,180
6/30/2023 (559) 374-3112
Alyssa Nishikawa, Design Engineer Date Phone
6/30/2023 (530) 848-1222
Ed Noriega, Project Manager Date Phone

TOTAL ROADWAY ITEMS
Estimate Prepared By :

By signing this estimate you are attesting that you have discussed your project with all functional units and have incorporated all their comments or have discussed with them why they will not be incorporated.

State Furnished
Section
Earthwork
Pavement Structural Section
Drainage
Specialty Items
Supplemental Work
Estimate Reviewed By :

Time-Related Overhead
Roadway Contingency
Environmental
Traffic Items
Detours
Minor Items
Roadway Mobilization
2 of 11 6/30/2023

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PROJECT COST ESTIMATE
SECTION 1: EARTHWORK
Item code Unit Quantity Unit Price ($) Cost
190101 Roadway Excavation CY 17,300 x 50.00 = $ 865,000 194001 Ditch Excavation CY x = $ -
19801X Imported Borrow CY/TON x = $ -
192037 Structure Excavation (Retaining Wall) CY x = $ - 193013 Structure Backfill (Retaining Wall) CY x = $ -
193031 Pervious Backfill Material (Retaining Wall) CY x = $ - 16010X Clearing & Grubbing LS/ACRE 10 x 3,000.00 = $ 30,000 170101 Develop Water Supply LS 1 x 10,000.00 = $ 10,000 19801X Imported Borrow CY/TON x = $ -
210130 Duff ACRE x = $ -
XXXXXX Some Item Unit x = $ -
Basin Excavation CY 57,000 X 15.00 = $ 855,000
$ 1,760,000
SECTION 2: PAVEMENT STRUCTURAL SECTION
Item code Unit Quantity Unit Price ($) Cost
401050 Jointed Plain Concrete Pavement CY x = $ -
400050 Continuously Reinforced Concrete Pavement CY x = $ - 404092 Seal Pavement Joint LF x = $ -
404093 Seal Isolation Joint LF x = $ -
413117 Seal Concrete Pavement Joint (Silicone) LF x = $ - 413118 Seal Pavement Joint (Asphalt Rubber) LF x = $ -
280010 Rapid Strength Concrete Base CY x = $ -
410095 Dowel Bar (Drill and Bond) EA x = $ -
390132 Hot Mix Asphalt (Type A) TON 20,800 x 140.00 = 2,912,000 $ 390137 Rubberized Hot Mix Asphalt (Gap Graded) TON x = $ - 39300X Geosynthetic Pavement Interlayer (Type X) SQYD x = $ - 26020X Class 2 Aggregate Base TON/CY 19,900 x 60.00 = 1,194,000 $ 290201 Asphalt Treated Permeable Base CY x = $ -
250401 Class 4 Aggregate Subbase CY x = $ -
374002 Asphaltic Emulsion (Fog Seal Coat) TON x = $ -
397005 Tack Coat TON x = $ -
377501 Slurry Seal TON x = $ -
3750XX Screenings (Type XX) TON x = $ -
374492 Asphaltic Emulsion (Polymer Modified) TON x = $ - 370001 Sand Cover (Seal) TON x = $ -
731530 Minor Concrete (Textured Paving) CY x = $ -
731502 Minor Concrete (Miscellaneous Construction) CY x = $ - 39407X Place Hot Mix Asphalt Dike (Type X) LF x = $ -
150771 Remove Asphalt Concrete Dike LF x = $ -
420201 Grind Existing Concrete Pavement SQYD x = $ -
150860 Remove Base and Surfacing CY x = $ -
390095 Replace Asphalt Concrete Surfacing CY x = $ -
15312X Remove Concrete LF/CY/LS x = $ -
394090 Place Hot Mix Asphalt (Miscellaneous Area) SQYD x = $ - 153103 Cold Plane Asphalt Concrete Pavement SQYD x = $ - 39405X Shoulder Rumble Strip (HMA, X-In Indentations) STA x = $ - 413113 Repair Spalled Joints, Polyester Grout SQYD x = $ - 420102 Groove Existing Concrete Pavement SQYD x = $ -
390136 Minor Hot Mix Asphalt TON x = $ -
394095 Roadside Paving (Miscellaneous Areas) SQYD x = $ - XXXXXX Some Item Unit x = $ -
$ 4,106,000

TOTAL EARTHWORK SECTION ITEMS

TOTAL PAVEMENT STRUCTURAL SECTION ITEMS
3 of 11 6/30/2023

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PROJECT COST ESTIMATE
SECTION 3: DRAINAGE
Item code Unit Quantity Unit Price ($) Cost
15080X Remove Culvert EA/LF x = $ -
150820 Modify Inlet EA x = $ -
155232 Sand Backfill CY x = $ -
15020X Abandon Culvert EA/LF x = $ -
152430 Adjust Inlet LF x = $ -
155003 Cap Inlet EA x = $ -
510501 Minor Concrete CY x = $ -
510502 Minor Concrete (Minor Structure) CY x = $ -
5105XX Minor Concrete (Type XX) CY x = $ -
620XXX XX" Alternative Pipe Culvert (Type X) LF x = $ - 641104 15" Plastic Pipe LF x = $ -
641113 24" Plastic Pipe LF x = $ -
27" Plastic Pipe LF x = $ -
641119 30" Plastic Pipe LF x = $ -
650026 36" Reinforced Concrete Pipe (Type X) LF x = $ - 650030 42" Reinforced Concrete Pipe (Type X) LF x = $ - 650034 48" Reinforced Concrete Pipe (Type X) LF x = $ - 650038 54" Reinforced Concrete Pipe (Type X) LF x = $ - 650042 60" Reinforced Concrete Pipe (Type X) LF x = $ - 6650XX XX" Corrugated Steel Pipe (0.XXX" Thick) LF x = $ - 68XXXX XX" Plastic Pipe (Edge Drain) LF x = $ -
69011X XX" Corrugated Steel Pipe Downdrain (0.XXX" Thick) LF x = $ - 70321X XX" Corrugated Steel Pipe Inlet (0.XXX" Thick) LF x = $ - 70XXXX XX" Corrugated Steel Pipe Riser (0.XXX" Thick) LF x = $ - 7050XX XX" Steel Flared End Section EA x = $ -
703233 Grated Line Drain LF x = $ -
72XXXX Rock Slope Protection (Type and Method) CY/TON x = $ - 72901X Rock Slope Protection Fabric (Class X) SQYD x = $ - 721420 Concrete (Ditch Lining) CY x = $ -
721430 Concrete (Channel Lining) CY x = $ -
750001 Miscellaneous Iron and Steel LB x = $ -
Drainage LS 14 x 25,000.00 = $ 350,000
$ 350,000
SECTION 4: SPECIALTY ITEMS
Item code Unit Quantity Unit Price ($) Cost
080050 Progress Schedule (Critical Path Method) LS x = $ - 582001 Sound Wall (Masonry Block) SQFT x = $ -
510530 Minor Concrete (Wall) CY x = $ -
730020 Minor Concrete (Curb) CY 320 x 700.00 = $ 224,000 731521 Minor Concrete (Sidewalk) CY 1,190 x 800.00 = $ 952,000 731623 Minor Concrete (Curb Ramp) CY 10 x 1,000.00 = $ 10,000 731504 Minor Concrete (Curb & Gutter) CY 720 x 700.00 = $ 504,000 731516 Minor Concrete (Driveway) CY 10 x 1,400.00 = $ 14,000 731519 Minor Concrete (Stamped Concrete) SF 4,700 x 15.00 = $ 70,500 730070 Detectable Warning Surface SF 150 x 50.00 = $ 7,500 15325X Remove Sound Wall LF/LS x = $ -
070030 Lead Compliance Plan LS 1 x 3,000.00 = $ 3,000
141120 Treated Wood Waste LB x = $ -
153221 Remove Concrete Barrier LF x = $ -
150662 Remove Metal Beam Guard Railing LF x = $ -
150668 Remove Flared End Section EA x = $ -
800360 Chain Link Fence (Type CL-6) LF 12,000 x 30.00 = $ 360,000 80XXXX XX" Chain Link Gate (Type CL-6) EA x = $ -
832001 Metal Beam Guard Railing LF x = $ -
839301 Single Thrie Beam Barrier LF x = $ -
839310 Double Thrie Beam Barrier LF x = $ -
839521 Cable Railing LF x = $ -
8395XX Terminal System (Type CAT) EA x = $ -
839585 Alternative Flared Terminal System EA x = $ -
839584 Alternative In-line Terminal System EA x = $ -
4906XX CIDH Concrete Piling (Insert Diameter) LF x = $ - 839XXX Crash Cushion (Insert Type) EA x = $ -
83XXXX Concrete Barrier (Insert Type) LF x = $ -
520103 Bar Reinforced Steel (Retaining Wall) LB x = $ - 510060 Structural Concrete, Retaining Wall CY x = $ -
513553 Retaining Wall (Masonry Wall) SQFT 12,000 x 100.00 = $ 1,200,000 511035 Architectural Treatment SQFT x = $ -
598001 Anti-Graffiti Coating SQFT x = $ -
203070 Rock Stain SQFT x = $ -
5136XX Reinforced Concrete Crib Wall (Type X) SQFT x = $ - 83954X Transition Railing (Type X) EA x = $ -
597601 Prepare and Stain Concrete SQFT x = $ -
839561 Rail Tensioning Assembly EA x = $ -
83958X End Anchor Assembly (Type X) EA x = $ -
XXXXXX Some Item Unit x = $ -
$ 3,345,000

TOTAL DRAINAGE ITEMS

TOTAL SPECIALTY ITEMS
4 of 11 6/30/2023

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PROJECT COST ESTIMATE
SECTION 5: ENVIRONMENTAL
5A - ENVIRONMENTAL MITIGATION
Item code Unit Quantity Unit Price ($) Cost
Biological Mitigation LS 1 x 320,000.00 = $ 320,000
130670 Temporary Reinforced Silt Fence LF 12,000 x 3.00 = $ 36,000 141000 Temporary Fence (Type ESA) LF x = $ -
Subtotal Environmental Mitigation 356,000 $
5B - LANDSCAPE AND IRRIGATION
Item code Unit Quantity Unit Price ($) Cost
20XXXX Highway Planting LS x = $ -
Landscape/Irrigation LS 1 x 1,656,000.00 = 1,656,000 $
204099 Plant Establishment Work LS x = $ -
204101 Extend Plant Establishment Work LS x = $ -
20XXXX Follow-up Landscape Project LS x = $ -
150685 Remove Irrigation Facility LS x = $ -
20XXXX Maintain Existing (Irrigation or Planted Areas) LS x = $ - 206400 Check and Test Existing Irrigation Facilities LS x = $ - 21011X Imported Topsoil (X) CY/TON x = $ -
20XXXX Rock Blanket, Rock Mulch, DG, Gravel Mulch SQFT/SQYD x = $ - 200122 Weed Germination SQYD x = $ -
208304 Water Meter EA x = $ -
2087XX XX" Conduit (Use for Irrigation x-overs) LF x = $ - 20890X Extend X" Conduit (Use for Extension of Irrigation x-overs) LF x = $ -
Subtotal Landscape and Irrigation $ 1,656,000
5C - EROSION CONTROL
Item code Unit Quantity Unit Price ($) Cost
210010 Move In/Move Out (Erosion Control) EA x = $ -
210350 Fiber Rolls LF x = $ -
210360 Compost Sock LF x = $ -
2102XX Rolled Erosion Control Product (X) SQFT x = $ -
21025X Bonded Fiber Matrix SQFT/ACRE x = $ -
210300 Hydromulch SQFT x = $ -
210420 Straw SQFT x = $ -
210430 Hydroseed SQFT x = $ -
210600 Compost SQFT x = $ -
210630 Incorporate Materials SQFT x = $ -
Subtotal Erosion Control $ -
5D - NPDES
Item code Unit Quantity Unit Price ($) Cost
130300 Prepare SWPPP LS 1 x 5,000.00 = $ 5,000
Storm Water BMPs LS x = $ -
130200 Prepare WPCP LS x = $ -
130100 Job Site Management LS 1 x 30,000.00 = $ 30,000
130330 Storm Water Annual Report EA x = $ -
130310 Rain Event Action Plan (REAP) EA 1 x 1,000.00 = $ 1,000 130320 Storm Water Sampling and Analysis Day EA x = $ - 130520 Temporary Hydraulic Mulch SQYD x = $ -
130550 Temporary Hydroseed SQYD 27,000 x 1.00 = $ 27,000 130505 Move-In/Move-Out (Temporary Erosion Control) EA x = $ - 130640 Temporary Fiber Roll LF x = $ -
130900 Temporary Concrete Washout LS x = $ -
130710 Temporary Construction Entrance EA x = $ -
130610 Temporary Check Dam LF x = $ -
130620 Temporary Drainage Inlet Protection EA x = $ -
130730 Street Sweeping LS x = $ -
Subtotal NPDES $ 63,000
TOTAL ENVIRONMENTAL 2,075,000 $
Supplemental Work for NPDES
066595 Water Pollution Control Maintenance Sharing* LS 1 x 3,000.00 = $ 3,000 066596 Additional Water Pollution Control** LS x = $ -
066597 Storm Water Sampling and Analysis*** LS x = $ -
XXXXXX Some Item LS x = $ -
Subtotal Supplemental Work for NDPS $ 3,000
*** Applies only to project with SWPPPs.
*Applies to all SWPPPs and those WPCPs with sediment control or soil stabilization BMPs. **Applies to both SWPPPs and WPCP projects.
5 of 11 6/30/2023

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PROJECT COST ESTIMATE
SECTION 6: TRAFFIC ITEMS
6A - Traffic Electrical
Item code Unit Quantity Unit Price ($) Cost
Actuated Traffic Signals - New EA 1 x 200,000.00 = $ 200,000 Street Lighting LS 1 x 1,032,800.00 = 1,032,800 $
Temporary Traffic Signal EA x = $ -
860460 Lighting and Sign Illumination LS x = $ -
860201 Signal and Lighting LS x = $ -
860990 Closed Circuit Television System LS x = $ -
86110X Ramp Metering System (Location X) LS x = $ -
86070X Interconnection Conduit and Cable LF/LS x = $ -
5602XX Furnish Sign Structure (Type X) LB x = $ -
5602XX Install Sign Structure (Type X) LB x = $ -
498040 XX" CIDHC Pile (Sign Foundation) LF x = $ -
86080X Inductive Loop Detectors EA/LS x = $ -
8609XX Traffic Monitoring Station (Type X) LS x = $ -
15075X Remove Sign Structure EA/LS x = $ -
151581 Reconstruct Sign Structure EA x = $ -
152641 Modify Sign Structure EA x = $ -
860090 Maintain Existing Traffic Management System Elements During Construction LS x = $ - 86XXXX Fiber Optic Conduit System LS x = $ -
XXXXX Some Item Unit x = $ -
Subtotal Traffic Electrical $ 1,232,800
6B - Traffic Signing and Striping
Item code Unit Quantity Unit Price ($) Cost
566011 Roadside Sign - One Post EA x = $ -
Permanent Signing & Striping LS 1 x 115,200.00 = $ 115,200 566012 Roadside Sign - Two Post EA x = $ -
5602XX Furnish Sign SQFT x = $ -
568016 Install Sign Panel on Existing Frame SQFT x = $ - 150711 Remove Painted Traffic Stripe LF x = $ -
141101 Remove Yellow Painted Traffic Stripe (Hazardous
Waste) LF x = $ -
150712 Remove Painted Pavement Marking SQFT x = $ -
150742 Remove Roadside Sign EA x = $ -
152320 Reset Roadside Sign EA x = $ -
152390 Relocate Roadside Sign EA x = $ -
820170 Delineator (Class 1) EA 600 x 50.00 = $ 30,000
840502 Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) LF x = $ - 846012 Thermoplastic Crosswalk and Pavement Marking (Enhanced Wet Night Visibility) SQFT x = $ - 120090 Construction Area Signs LS x = $ -
84XXXX Permanent Pavement Delineation LS x = $ -
Subtotal Traffic Signing and Striping $ 145,200
6C - Traffic Management Plan
Item code Unit Quantity Unit Price ($) Cost
120090 Construction Area Signs LS 1 x 13,000.00 = $ 13,000 130100 Construction Site Management LS 1 x 19,000.00 = $ 19,000 Subtotal Traffic Management Plan $ 32,000
6C - Stage Construction and Traffic Handling
Item code Unit Quantity Unit Price ($) Cost
120199 Traffic Plastic Drum EA x = $ -
12016X Channelizer (Type X) EA x = $ -
120120 Type III Barricade EA x = $ -
129100 Temporary Crash Cushion Module EA x = $ -
120100 Traffic Control System LS x = $ -
129110 Temporary Crash Cushion EA x = $ -
129000 Temporary Railing (Type K) LF x = $ -
120149 Temporary Pavement Marking (Paint) SQFT x = $ -
82010X Delineator (Class X) EA x = $ -
Stage Construction LS 1 x 2,581,900.00 = 2,581,900 $
Subtotal Stage Construction and Traffic Handling $ 2,581,900 TOTAL TRAFFIC ITEMS $ 3,991,900
6 of 11 6/30/2023

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PROJECT COST ESTIMATE
SECTION 7: DETOURS
Item code Unit Quantity Unit Price ($) Cost
190101 Roadway Excavation CY x = $ -
19801X Imported Borrow CY/TON x = $ -
390132 Hot Mix Asphalt (Type A) TON x = $ -
26020X Class 2 Aggregate Base TON/CY x = $ -
250401 Class 4 Aggregate Subbase CY x = $ -
130620 Temporary Drainage Inlet Protection EA x = $ -
129000 Temporary Railing (Type K) LF x = $ -
128601 Temporary Signal System LS x = $ -
120149 Temporary Pavement Marking (Paint) SQFT x = $ -
80010X Temporary Fence (Type X) LF x = $ -
XXXXXX Some Item LS x = $ -
$ -
SUBTOTAL SECTIONS 1 through 7 15,627,900 $
SECTION 8: MINOR ITEMS
8A - Americans with Disabilities Act Items
ADA Items 0.0% - $
8B - Bike Path Items
Bike Path Items 0.0% - $
8C - Other Minor Items
Other Minor Items 10.0% 1,562,790 $
Total of Section 1-7 $ 15,627,900 x 10.0% = 1,562,790 $ $ 1,562,800
SECTIONS 9: ROADWAY MOBILIZATION
Item code
Mobilization $ x 10% = 1,562,790 15,627,900 $
$ 1,562,800
SECTION 10: SUPPLEMENTAL WORK
Item code Unit Quantity Unit Price ($) Cost
066670 Payment Adjustments For Price Index
Fluctuations LS x = $ -
066094 Value Analysis LS x = $ -
066070 Maintain Traffic LS x = $ -
066919 Dispute Resolution Board LS x = $ -
066921 Dispute Resolution Advisor LS x = $ -
066015 Federal Trainee Program LS x = $ -
066610 Partnering LS x = $ -
066204 Remove Rock and Debris LS x = $ -
066222 Locate Existing Crossover LS x = $ -
XXXXXX Some Item Unit x = $ -
Cost of NPDES Supplemental Work specified in Section 5D = $ 3,000 Total Section 1-8 $ 17,190,700 2% = $ 257,861
TOTAL SUPPLEMENTAL WORK $ 260,900
Includes constructing, maintaining, and removal

TOTAL DETOURS

TOTAL MINOR ITEMS

TOTAL ROADWAY MOBILIZATION
* Includes constructing, maintaining, and removal
7 of 11 6/30/2023

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PROJECT COST ESTIMATE
SECTION 11: STATE FURNISHED MATERIALS AND EXPENSES
Item code Unit Quantity Unit Price ($) Cost
066105 Resident Engineers Office LS x = $0
066063 Traffic Management Plan - Public Information LS x = $0 066901 Water Expenses LS x = $0
8609XX Traffic Monitoring Station (X) LS x = $0
066841 Traffic Controller Assembly LS x = $0
066840 Traffic Signal Controller Assembly LS x = $0
066062 COZEEP Contract LS x = $0
066838 Reflective Numbers and Edge Sealer LS x = $0
066065 Tow Truck Service Patrol LS x = $0
066916 Annual Construction General Permit Fee LS x = $0 XXXXXX Some Item Unit x = $0
Total Section 1-8 $ 17,190,700 0% = $ -
$0
SECTION 12: TIME-RELATED OVERHEAD
Total of Roadway and Structures Contract Items excluding Mobilization $17,190,700 (used to calculate TRO) Total Construction Cost (excluding TRO and Contingency) $19,014,400 (used to check if project is greater than $5 million excluding contingency) Estimated Time-Related Overhead (TRO) Percentage (0% to 10%) = 4% Item code Unit Quantity Unit Price ($) Cost
090100 Time-Related Overhead WD 400 X $5,838 = $2,335,280 TOTAL TIME-RELATED OVERHEAD $2,335,280
SECTION 13: ROADWAY CONTINGENCY
Total Section 1-12 $ 21,349,680 x 25% = $5,337,420
TOTAL CONTINGENCY $5,337,500

TOTAL STATE FURNISHED
8 of 11 6/30/2023

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STRUCTURES CONTINGENCY 10%
6/30/2023

TOTAL COST OF STRUCTURES
Estimate Prepared By:

Alyssa Nishikawa, Mark Thomas Date
$0
Cost Per Square Foot $0 $0 $0
COST OF EACH $0 $0 $0
TOTAL COST OF BRIDGES $0
TOTAL COST OF BUILDINGS $0
$0
$0
xxxxxxxxxxxxxxxxxxx
Structure Type xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx Width (Feet) [out to out]
Total Length (Feet)
Total Area (Square Feet)
Structure Depth (Feet)
Footing Type (pile or spread) xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx Name xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx Bridge Number 57-XXX 57-XXX 57-XXX
DATE OF ESTIMATE 00/00/00 00/00/00 00/00/00
Cost Per Square Foot $0 $0 $0
COST OF EACH $0 $0 $0
xxxxxxxxxxxxxxxxxxx
Structure Type xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx Width (Feet) [out to out]
Total Length (Feet)
Total Area (Square Feet)
Structure Depth (Feet)
Footing Type (pile or spread) xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx Name xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx Bridge Number 57-XXX 57-XXX 57-XXX
DATE OF ESTIMATE 00/00/00 00/00/00 00/00/00
9 of 11 6/30/2023

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PROJECT COST ESTIMATE
III. RIGHT OF WAY
Fill in all of the available information from the Right of Way Data Sheet.

A) A1) Acquisition, including Excess Land Purchases, Damages & Goodwill, Fees $ 4,500,000 A2) SB-1210 $ 0
B) Acquisition of Offsite Mitigation $ 0
C) C1) Utility Relocation (State Share) $
C2) Potholing (Design Phase) $ 0
D) Railroad Acquisition $ 0
E) Clearance / Demolition $ 0
F) Relocation Assistance (RAP and/or Last Resort Housing Costs) $ G) $
H) Environmental Review $ 0
I) 0% $ 0
J) Design Appreciation Factor 0% $ 0
K) Utility Relocation (Construction Cost) $ 3,250,000
L)
M)
N)
1 When estimate has Support Costs only 2 When estimate has Utility Relocation 3 When R/W Acquisition is required Utility Estimate Prepared
By Utility Coordinator2
Phone
R/W Acquisition Estimate Bob Morrison (916) 717-7069
Prepared By Right of Way Estimator3
Phone
$7,750,000
Title and Escrow
Condemnation Settlements
Note: Items G & H applied to items A + B

TOTAL RIGHT OF WAY ESTIMATE
Support Cost Estimate Alyssa Nishikawa (559) 374-3112
Prepared By Project Coordinator1
Phone
TOTAL R/W ESTIMATE: Escalated $7,750,000
RIGHT OF WAY SUPPORT $1,042,000
Alyssa Nishikawa (559) 374-3112
10 of 11 6/30/2023

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DO NOT PRINT THIS SHEET AS PART OF COST ESTIMATE ATTACHMENT TO PROJECT INITIATION OR APPROVAL DOCUMENTS.

IV. SUPPORT COST ESTIMATE SUMMARY
Run a Support Cost Estimate Summary
Total by FY PA&ED PS&E RW CON Total $ PA&ED PS&E RW CON Total $ <2016 Expended
ETC
2017 Expended
ETC
2018 Expended
ETC
2019 Expended
ETC
2020 Expended
ETC
2021 Expended
ETC
2022 Expended
ETC
2023 Expended
ETC
2024 Expended
ETC
2025 Expended
ETC
2026 Expended
ETC $2,669,000 $2,782,000
2027 Expended
ETC
2028 Expended
ETC $4,004,000 $1,000,000 $4,173,000 $1,042,000
2029 Expended
ETC $4,004,000 $4,173,000
>2030 Expended
ETC
$2,669,000 $4,004,000 $1,000,000 $4,004,000 $11,677,000 $2,782,000 $4,173,000 $1,042,000 $4,173,000 $12,170,000 $0 $0 $0 $0 Escalated Risk Amount $0 $0 $0 $0 $0

0.0% 0.0% 0.0% 0.0%

0.00 0.00 0.00 0.00
$2,669,000 $4,004,000 $1,000,000 $4,004,000 Total Esc. Support Cost $2,782,000 $4,173,000 $1,042,000 $4,173,000 $12,170,000 -$2,669,000 -$4,004,000 -$1,000,000 -$4,004,000 -$11,677,000 $2,782,000 -$4,173,000 -$1,042,000 -$4,173,000 -$6,606,000

7.8% 11.6% 2.9% 11.6% 33.9% 8.1% 12.1% 3.0% 12.1% 35.3% 6/30/2023
Ed Noriega, Division Manager Date
6/30/2023
Alyssa Nishikawa, Design Engineer Date
Overall Percent Support Cost: 35.34%
Total Capital Outlay Support Cost: $12,170,000
Total Capital Cost: $34,438,000
PRSM workplan hours/costs verified
against approved MWA:

Approved by:

EAC (Expended + ETC)
Approved Budget (PRSM)
Difference (Budget - EAC)
Support Ratio (EAC / Cap Cost)
Duration to mid-point component
Total including Risk Amount
Risk Amount from Risk Register
Support Escalation Rate
Unescalated-Risk Loaded Escalated (4.2% per year for ETC, effective 1/2/2018 ) $5,004,000
$4,004,000
$2,782,000
$5,215,000
$4,173,000
$2,669,000

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ATTACHMENT F.

CONCEPTUAL COST ESTIMATE SECTIONS

ALTERNATIVE I

RIGHT-OF-WAY

Page 297 of 498 ends

STATE OF CALIFORNIA ∙ DEPARTMENT OF TRANSPORTATION EXHIBIT K PHASE CONCEPTUAL COST ESTIMATE FORM - 4-EX-8 (REV 1/2019) RIGHT OF WAY Page 1 of 4

K PHASE CONCEPTUAL COST ESTIMATE FORM - RIGHT OF WAY
**A RIGHT OF WAY DATA SHEET WILL NEED TO BE COMPLETED
FOR SUBSEQUENT PHASES**
To: Date: June 12, 2023
(REQUESTING DIVISION)
Dist-Co-Rte-PM: 10-Merced-Bellevue Rd
____________________________________ Project ID/EA:
(NAME OF REQUESTOR) Alternative #: 1
From:

BJ Swanner
Monument, Inc.

Estimator
Bob Morrison
Monument, Inc.

Senior Estimator
Scope of the Right of Way
Description of Required Right of Way:

Alternative I proposes to realign existing Bellevue Road from the Atwater Canal to Grove Ave. The realigned roadway would provide through-traffic access to a portion of Bellevue Road currently used as a private road by a large agricultural/industrial business. The proposed road would be 110 feet wide, and would include two travel lanes, a Class IV bikeway, landscape buffer, and 8-foot sidewalks in each direction, as well as an 18-foot raised median. The proposed alignment would create two new signalized intersections at Orchard Park Ave. and Vine Ave. Two drainage basins would also be constructed as part of the project.

Construction of the proposed project as described would require partial fee acquisitions from 9 parcels including 8 parcels zoned agricultural and 1 parcel zoned residential. No significant improvements would be impacted by the proposed design, though some cultivated land would be acquired.

Right of Way Required: ☒ Yes ☐ No
Number of Total Parcels: ☒ 1-10 ☐ 11-25 ☐ 26-50 ☐ 51-100 ☐ >100 Right of Way Requirements
Number of Fee Parcels ____9__________ Total Fee Area ____1,228,785______ Number of Permanent Easements ___N/A____ Total Permanent Easement Area ___N/A_________ Number of Temporary Easements ___N/A____ Total Temporary Easement Area ____N/A__ Length of Term Required for Temporary Easements ___N/A_____________________ Number of Excess Parcels/Other____N/A____________________________________________

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EXHIBIT
K PHASE CONCEPTUAL COST ESTIMATE FORM - 4-EX-8 (REV 1/2019) RIGHT OF WAY (Cont.) Page 2 of 4
USA Lands: ☐ Yes ☒ No ☐Unknown
BIA Lands: ☐ Yes ☒ No ☐Unknown
Displaced Persons/Businesses: ☐ Yes ☒ No ☐Unknown Number of Displacees________ Demolition/Clearance Required: ☐ Yes ☒ No ☐Unknown Number of Demos________ Railroad Involvement: ☐ Yes ☒ No ☐Unknown
C&M Agreement Needed: ☐ Yes ☐ No ☐Unknown
Utility Involvement: ☒ Yes ☐ No ☒Unknown Number of Utilities in Area _____ UT Relocations Anticipated: ☒ Yes ☐ No ☐Unknown
Potholing Needed: ☒ Yes ☐ No ☒Unknown
Project Public Meetings: ☒ Yes ☐ No ☐Unknown Number of Meetings__TBD___ Permits To Enter ENV/ENG: ☒ Yes ☐ No ☐Unknown Number of Permits__4______ Environmental Mitigation: ☐ Yes ☐ No ☒Unknown ____________________ Outdoor Advertising Signs: ☐ Yes ☒ No ☐Unknown Number of Signs___N/A_____ Cost Estimates
Estimate reflects Right of Way only and does not include any capital costs for Right of Way Engineering/Land Surveys.

Capital Costs - Phase 9 ☐ $0-$100,000 ☒ $2,500,001-$5,000,000 ☐ $100,001-$250,000 ☐ $5,000,001-$10,000,000
☐ $250,001-$500,000 ☐ $10,000,001-$25,000,000
☐ $500,001-$1,000,000 ☐ $25,000,001-$100,000,000
☐ $1,000,001-$2,500,000 ☐ >$100,000,000
Capital Costs – Phase 4 ☐ $0-$100,000 ☐ $2,500,001-$5,000,000 ☐ $100,001-$250,000 ☐ $5,000,001-$10,000,000
☒ $250,001-$500,000 ☐ $10,000,001-$25,000,000
☐ $500,001-$1,000,000 ☐ $25,000,001-$100,000,000
☐ $1,000,001-$2,500,000 ☐ >$100,000,000
Phase 9 - Recommended R/W Capital Cost for Programming
$______________4,500,000_______________
Phase 4 - Recommended R/W Capital Cost for Programming
$___________425,000_________________

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K PHASE CONCEPTUAL COST ESTIMATE FORM - 4-EX-8 (REV 1/2019) RIGHT OF WAY (Cont.) INSTRUCTIONS

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Estimate reflects Right of Way only and does not include any support costs for Right of Way Engineering/Land Surveys.

Phase 0 Support Costs
(PA&ED) $____10,000______________________
Tasks: 100.10, 160.10, 160.30,
165.10, 170.10, 170.15, 170.25,
175.10, 180.05, 180.10
Phase 1 Support Costs (PS&E) ☒ $0-$100,000
☐ $100,001-$250,000
☐ $250,001-$500,000
☐ $500,001-$1,000,000
☐ $1,000,001-$2,500,000
☐ $2,500,001-$5,000,000
☐ $5,000,001-$10,000,000
☐ $10,000,001-$25,000,000
☐ $25,000,001-$100,000,000
☐ >$100,000,000
Tasks: 100.15, 185.05, 185.20,
185.25, 205.10, 205.15, 205.25,
235.05, 235.10, 255
Phase 2 Support Costs (RW)
Tasks: 100.25, 195.40, 195.45,
200.15, 200.20, 200.25, 200.30,
225.50, 225.60, 225.65, 225.70,
225.75, 225.80, 245.50, 245.60,
245.65, 245.70, 245.75, 245.80
☐ $0-$100,000
☐ $100,001-$250,000
☒ $250,001-$500,000
☐ $500,001-$1,000,000
☐ $1,000,001-$2,500,000
☐ $2,500,001-$5,000,000
☐ $5,000,001-$10,000,000
☐ $10,000,001-$25,000,000
☐ $25,000,001-$100,000,000
☐ >$100,000,000
Phase 3 Support Costs (CON) ☒ $0-$100,000 ☐ $2,500,001-$5,000,000 Tasks: 270.25, 285 ☐ $100,001-$250,000 ☐ $5,000,001-$10,000,000 ☐ $250,001-$500,000 ☐ $10,000,001-$25,000,000
☐ $500,001-$1,000,000 ☐ $25,000,001-$100,000,000
☐ $1,000,001-$2,500,000
☐ >$100,000,000
Schedule
Right of Way will require a minimum of _24_ months to deliver a Right of Way Certification once final right of way requirements and mapping have been received, necessary environmental clearances have been obtained, and required freeway agreements have been approved. This schedule is based on a Right of Way Certification #1 with an anticipated cert date of June 2028.

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K PHASE CONCEPTUAL COST ESTIMATE FORM - 4-EX-8 (REV 1/2019) RIGHT OF WAY (Cont.) INSTRUCTIONS

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Areas of Concern
Dole Packaged Foods, LLC (Dole) owns and operates a large facility near the proposed project site. Dole also owns several actively cultivated agricultural properties impacted by the project. We understand Dole may use discharged industrial wastewater to irrigate the land, possibly under a permit with the Regional Water Quality Control Board. If land acquisition (and subsequent conversion to public roadway use) reduces the amount of allowable water discharge permitted, Dole may suffer additional severance damages. Due to the early nature of the project phase and uncertainty regarding a potential permit, we have not attempted to include estimated damages as part of this Conceptual Cost Estimate. Estimates will be revised, and a Right of Way Data Sheet prepared at a subsequent phase.

Assumptions and Limiting Conditions
This estimate is based on the following assumptions and limiting conditions and documented project risks:

The Scope of the Right of Way analysis includes applicable:
● Acquisition Costs (including any Excess Lands, Damages, Mitigation, etc.) ● Utility Relocation
● Railroad Involvement
● Relocation Assistance
● Clearance/Demolition
● Permits
● Title and Escrow Fees
● Construction Contract Work
Capital Costs are based on eminent domain estimating and appraisal methodologies and current market information. Support Costs are based on district workload estimating tools and historical data from previous similar projects.

Escalation and Contingency Rates were applied based on the proposed project schedule and previous district experience to account for changes in market conditions and other unanticipated project-related costs.

Check as applicable:
☒ A field review was not performed as part of this estimate. ☒ Mapping received did not provide sufficient detail to determine the limits of the right of way requirements and/or to determine damages to the remainder parcels impacted by the project. ☒ Additional right of way requirements may be anticipated but are not defined due to the preliminary nature of the early design requirements.
☐ We have determined that there are no right of way functional involvements in the proposed project at this time as currently designed.
☒ Utility lead time begins after PA&ED is met and we have received conflict maps. ☐ Right of Way certification is at risk. The current schedule does not provide Right of Way with sufficient lead time.

Contact
For further information regarding this estimate, please contact person below:

Title: Bob Morrison, PE, Broker, Vice President - Monument Phone Number: 916-717-7069

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ATTACHMENT G.

CONCEPTUAL COST ESTIMATE SECTIONS

ALTERNATIVE II

RIGHT-OF-WAY

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STATE OF CALIFORNIA ∙ DEPARTMENT OF TRANSPORTATION EXHIBIT K PHASE CONCEPTUAL COST ESTIMATE FORM - 4-EX-8 (REV 1/2019) RIGHT OF WAY Page 1 of 4

BJ Swanner
Monument, Inc.

Estimator
Bob Morrison
Monument, Inc.

Senior Estimator
Scope of the Right of Way
Description of Required Right of Way:

Alternative II proposes to widen and improve existing Bellevue Road from the Atwater Canal to Grove Ave. The improved roadway would provide through-traffic access to a portion of Bellevue Road currently used as a private road by a large agricultural/industrial business. The proposed road would be 110 feet wide, and would include two travel lanes, a Class IV bikeway, landscape buffer, and 8-foot sidewalks in each direction, as well as an 18-foot raised median. The proposed alignment would create two new signalized intersections at Orchard Park Ave. and Vine Ave. Two drainage basins would also be constructed as part of the project.

Construction of the proposed project as described would require partial fee acquisitions from 10 larger parcels comprised of 12 assessor parcels including 10 parcels zoned agricultural and 2 parcels zoned residential. Proposed improvements would result in several impacts to a large industrial business including removal of approximately 120 passenger vehicle parking spaces and several commercial vehicle spaces, relocation of a large fuel tank, acquisition of various site improvements including asphalt, paving, over 1,300 linear feet of chain-link fencing and a security barrier. Cost for improvements, relocation of personal property, and personal property relocation have been included in the estimate.

Right of Way Required: ☒ Yes ☐ No
Number of Total Parcels: ☒ 1-10 ☐ 11-25 ☐ 26-50 ☐ 51-100 ☐ >100 Right of Way Requirements
Number of Fee Parcels ____10__________ Total Fee Area ____781,000______ Number of Permanent Easements ___N/A____ Total Permanent Easement Area ___N/A_________ Number of Temporary Easements ___N/A____ Total Temporary Easement Area ____N/A__ Length of Term Required for Temporary Easements ___N/A_____________________ Number of Excess Parcels/Other____N/A____________________________________________

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EXHIBIT
K PHASE CONCEPTUAL COST ESTIMATE FORM - 4-EX-8 (REV 1/2019) RIGHT OF WAY (Cont.) Page 2 of 4
USA Lands: ☐ Yes ☒ No ☐Unknown
BIA Lands: ☐ Yes ☒ No ☐Unknown
Displaced Persons/Businesses: ☐ Yes ☒ No ☐Unknown Number of Displacees________ Demolition/Clearance Required: ☐ Yes ☒ No ☐Unknown Number of Demos________ Railroad Involvement: ☐ Yes ☒ No ☐Unknown
C&M Agreement Needed: ☐ Yes ☐ No ☐Unknown
Utility Involvement: ☒ Yes ☐ No ☒Unknown Number of Utilities in Area _____ UT Relocations Anticipated: ☒ Yes ☐ No ☐Unknown
Potholing Needed: ☒ Yes ☐ No ☒Unknown
Project Public Meetings: ☒ Yes ☐ No ☐Unknown Number of Meetings__TBD___ Permits To Enter ENV/ENG: ☒ Yes ☐ No ☐Unknown Number of Permits________ Environmental Mitigation: ☐ Yes ☐ No ☒Unknown ____________________ Outdoor Advertising Signs: ☐ Yes ☒ No ☐Unknown Number of Signs___N/A_____ Cost Estimates
Estimate reflects Right of Way only and does not include any capital costs for Right of Way Engineering/Land Surveys.

Capital Costs - Phase 9 ☐ $0-$100,000 ☒ $2,500,001-$5,000,000 ☐ $100,001-$250,000 ☐ $5,000,001-$10,000,000
☐ $250,001-$500,000 ☐ $10,000,001-$25,000,000
☐ $500,001-$1,000,000 ☐ $25,000,001-$100,000,000
☐ $1,000,001-$2,500,000 ☐ >$100,000,000
Capital Costs – Phase 4 ☐ $0-$100,000 ☒ $2,500,001-$5,000,000 ☐ $100,001-$250,000 ☐ $5,000,001-$10,000,000
☐ $250,001-$500,000 ☐ $10,000,001-$25,000,000
☐ $500,001-$1,000,000 ☐ $25,000,001-$100,000,000
☐ $1,000,001-$2,500,000 ☐ >$100,000,000
Phase 9 - Recommended R/W Capital Cost for Programming
$______________4,500,000_______________
Phase 4 - Recommended R/W Capital Cost for Programming
$___________3,250,000_________________

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K PHASE CONCEPTUAL COST ESTIMATE FORM - 4-EX-8 (REV 1/2019) RIGHT OF WAY (Cont.) INSTRUCTIONS

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Estimate reflects Right of Way only and does not include any support costs for Right of Way Engineering/Land Surveys.

Phase 0 Support Costs
(PA&ED) $____10,000______________________
Tasks: 100.10, 160.10, 160.30,
165.10, 170.10, 170.15, 170.25,
175.10, 180.05, 180.10
Phase 1 Support Costs (PS&E) ☒ $0-$100,000
☐ $100,001-$250,000
☐ $250,001-$500,000
☐ $500,001-$1,000,000
☐ $1,000,001-$2,500,000
☐ $2,500,001-$5,000,000
☐ $5,000,001-$10,000,000
☐ $10,000,001-$25,000,000
☐ $25,000,001-$100,000,000
☐ >$100,000,000
Tasks: 100.15, 185.05, 185.20,
185.25, 205.10, 205.15, 205.25,
235.05, 235.10, 255
Phase 2 Support Costs (RW)
Tasks: 100.25, 195.40, 195.45,
200.15, 200.20, 200.25, 200.30,
225.50, 225.60, 225.65, 225.70,
225.75, 225.80, 245.50, 245.60,
245.65, 245.70, 245.75, 245.80
☐ $0-$100,000
☐ $100,001-$250,000
☐ $250,001-$500,000
☒ $500,001-$1,000,000
☐ $1,000,001-$2,500,000
☐ $2,500,001-$5,000,000
☐ $5,000,001-$10,000,000
☐ $10,000,001-$25,000,000
☐ $25,000,001-$100,000,000
☐ >$100,000,000
Phase 3 Support Costs (CON) ☒ $0-$100,000 ☐ $2,500,001-$5,000,000 Tasks: 270.25, 285 ☐ $100,001-$250,000 ☐ $5,000,001-$10,000,000 ☐ $250,001-$500,000 ☐ $10,000,001-$25,000,000
☐ $500,001-$1,000,000 ☐ $25,000,001-$100,000,000
☐ $1,000,001-$2,500,000
☐ >$100,000,000
Schedule
Right of Way will require a minimum of _24_ months to deliver a Right of Way Certification once final right of way requirements and mapping have been received, necessary environmental clearances have been obtained, and required freeway agreements have been approved. This schedule is based on a Right of Way Certification #1 with an anticipated cert date of June 2028.

Areas of Concern
Dole Packaged Foods, LLC (Dole) owns and operates a large facility near the proposed project site. Dole currently uses Bellevue Road as a private drive and does not permit through traffic. It is currently unknow whether Dole holds an easement, license, or other rights granting them the use of Bellevue road. In addition to the acquisition of property and improvements as described above, Dole may claim damages due to loss of the private access, loss of parking, and the forced reconfiguration of

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K PHASE CONCEPTUAL COST ESTIMATE FORM - 4-EX-8 (REV 1/2019) RIGHT OF WAY (Cont.) INSTRUCTIONS

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their operations to accommodate the project. This Conceptual Cost Estimate has assumed damages of $1,000,000, but this value should be updated once more is learned about impacts to the site.

Additionally, Dole owns several actively cultivated agricultural properties that would be impacted by the project. We understand Dole may use discharged industrial wastewater to irrigate the agricultural land, possibly under a permit with the regional Water Quality Control Board. If land acquisition (and subsequent conversion to public roadway use) reduces the amount of allowable water discharge permitted, Dole may suffer additional severance damages. Due to the early nature of the project phase and uncertainty regarding a potential permit, we have not attempted to include estimated damages as part of this Conceptual Cost Estimate. Estimates will be revised, and a Right of Way Data Sheet prepared at a subsequent phase.

Assumptions and Limiting Conditions
This estimate is based on the following assumptions and limiting conditions and documented project risks:

Contact
For further information regarding this estimate, please contact person below:

Title: Bob Morrison, PE, Broker, Vice President - Monument Phone Number: 916-717-7069

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ATTACHMENT H.

RISK REGISTER

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ATTACHMENT I.

TRAFFIC ENGINEERING

PERFORMANCE ASSESSMENT (TEPA)

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100 Pringle Avenue | Suite 600 | Walnut Creek, CA 94596 | (925) 930-7100 | Fax (925) 933-7090 www.fehrandpeers.com
Final Memorandum
Date: June 8, 2023
To: Ed Noriega and Alyssa Nishikawa, Mark Thomas
From: Ron Ramos, Dana Ebe, and Ian Barnes, Fehr & Peers Subject: Draft Traffic Engineering Performance Assessment for the Bellevue Road Realignment Project – Project Development Support (PSR-PDS) WC22-3940
This memorandum presents the Traffic Engineering Performance Assessment (TEPA) in support of the Bellevue Road Realignment (the “Project”) – Project Development Support (PSR-PDS) phase, located in Merced County, in and near the City of Atwater, California. The City of Atwater (City), in partnership with the County of Merced (County), has initiated this PSR-PDS to evaluate improvements along Bellevue Road. The analysis has been prepared in accordance with Article 5 of Appendix S: Preparation Guideline for Project Study Report–Project Development Support Project Initiation Document of the Project Development Procedures Manual (PDPM) prepared by Caltrans and tailored for an analysis of a 20-year design life.

The analysis indicates that, with the current Bellevue Road closure between Vine Avenue and Gipson Street, drivers reroute around the Bellevue Road closure, including using other SR 99 interchanges. Providing a direct route from the SR 99/Westside Boulevard interchange to central Atwater would be beneficial to existing community members and accommodate future local development as envisioned in the upcoming General Plan Update for the City. Providing a more direct route for travelers would reduce VMT (consistent with State goals).

Proposed Project Description
The Project proposes to construct an approximately 1.6-mile-long, 4-lane arterial between Grove Avenue and Atwater Canal in Merced County, in and near the City of Atwater, California. Project Alternative 1 proposes to realign Bellevue Road south of the Dole International Holdings campus, south of the existing Bellevue Road alignment. Bellevue Road Alternative 2 proposes to connect Bellevue Road through the Dole International Holdings campus, along the existing alignment of Bellevue Road that is currently closed to public traffic. A conceptual layout of the Project limits

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Ed Noriega and Alyssa Nishikawa
June 8, 2023

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and the two design alternative alignments are presented in Figure 1. Specifically, the Project would accomplish the following:
• Widen Bellevue Road from a two-lane facility to a four-lane urban major arterial for

1.6 miles between Grove Avenue and Parade Street.
• Restripe Bellevue Road between the Atwater Canal and Parade Street. • Construct new intersection connections along Bellevue Road at Vine Avenue and Orchard Park Avenue.
• Provide pedestrian facilities and Class IV bike lanes along the Bellevue Road corridor.

Bellevue Road is currently closed to traffic between Vine Avenue and Gipson Street, requiring the public to reroute around the closure (an additional 2.5 miles of travel) to access the State Route (SR) 99/Westside Boulevard interchange. The road realignment will provide a direct route from the SR 99/Westside Boulevard interchange to central Atwater to reduce vehicle-miles traveled (VMT) and travel time. Additionally, the Project would improve the accessibility and mobility of goods and persons to central Atwater. Specifically, the purpose of the Project is to:
• Improve accessibility and mobility of goods and persons in Atwater; • Provide a direct route from the SR 99 Westside Boulevard interchange to the Castle Commerce Center located in central Atwater;
• Reduce VMT;
• Provide bicycle and pedestrian facilities; and
• Accommodate local development and provide consistency with existing and planned local and regional development.

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Westside Blvd
Olive Ave
Bellevue Rd Bellevue Rd
Fruitland Ave
Fruitland Ave Fruitland Ave
Grove AveVine Ave
N Winton WayShaer Rd
Bert Crane Rd
Applegate Rd
Bell Dr
Atwater Blvd
Olive Ave
Longview Rd
First St
Juniper Ave

ATWATER
99 J18 1
2 3 5
5 8
9 6
7 4
Project Site Vicinity Map and Study Intersections
Figure 1
WC22-3940_1_StudyArea
Study Intersection Bellevue Road Design
Alternative 1
Bellevue Road Design
Alternative 2
#

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Ed Noriega and Alyssa Nishikawa
June 8, 2023

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Summary of Preliminary Findings and Recommendations
Study Locations, Analysis Scenarios, Data Sources, and Traffic Forecasting Assumptions
This TEPA was prepared to provide analyses of the Project with sponsorship from the City of Atwater and in partnership with the County of Merced. The traffic operations analysis study area and analysis tools for the Bellevue Road Realignment Project are intended to reflect the level of detail necessary for an analysis of a 20-year design life.

Study Locations
Based on the location of the Project and the potential to impact local traffic operations, the following nine existing intersections (presented in Table 1) along the Bellevue Road/Westside Boulevard, SR 99, and North Winton Way corridors were evaluated.

Table 1: TEPA Study Intersections
Intersection Existing Traffic Control

1. Westside Boulevard/SR 99 Southbound Ramps Side Street Stop-Control

2. Westside Boulevard/SR 99 Northbound Ramps Side Street Stop-Control

3. Westside Boulevard/Bellevue Road/Olive Avenue Side Street Stop-Control

4. Bellevue Road/Grove Avenue Side Street Stop-Control

5. Bellevue Road/Vine Avenue All-Way Stop-Control

6. Vine Avenue/Fruitland Avenue All-Way Stop-Control

7. Fruitland Avenue/North Winton Way Signalized

8. Bellevue Road/North Winton Way Signalized

9. Atwater Boulevard/SR 99 Northbound Ramps Uncontrolled Source: Fehr & Peers, 2023.

Analysis Scenarios
The following scenarios were evaluated during the mid-week (Tuesday, Wednesday, and Thursday) morning (7:00 AM to 9:00 AM) and afternoon (4:00 PM to 6:00 PM) peak periods:
• Existing Conditions (2023)
• Design Year Conditions (2050, or 20 years after the projected opening date of 2030) The highest AM one-hour and PM one-hour of traffic volumes were identified for each of the study intersections from these peak periods and carried forward into the analysis.

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Ed Noriega and Alyssa Nishikawa
June 8, 2023

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Sources of Available Data
Per the PSR-PDS guidelines, the TEPA has been limited to an assessment of readily-available information and data, and macro-level analysis and evaluation. The following data sources were used in the preparation of this document.

Intersection Traffic Counts
Existing Conditions intersection traffic volumes collected in February 2023 were obtained from the City of Atwater for the AM peak period (7:00 AM to 9:00 AM) and PM peak period (4:00 PM to 6:00 PM) peak periods at the study intersections. The highest AM one-hour and PM one-hour of traffic volumes for each intersection (based on data collected in 15-minute intervals) were identified from these multi-hour counts; each intersection peak hour volume was carried forward into the analysis. Peak hour intersection vehicle volumes are summarized in Figure 2 along with existing lane configurations and traffic controls. The traffic counts for Existing Conditions are presented in Attachment A.

Existing Conditions peak hour factor (PHF) data was computed for each intersection from the intersection traffic counts. Individual intersection AM peak hour PHF and PM peak hour PHF were applied over the analysis area for the Synchro model. Future year analysis was conducted using a PHF of 0.88 for study intersections 1 through 6 and a PHF of 0.92 for intersections 7 through 9.

Existing heavy vehicle percentage (HV%) was computed for each intersection from the intersection traffic counts with a minimum HV% of 3%. Individual intersection AM peak hour HV% and PM peak hour HV% were applied over the analysis area for the Synchro model. Future year analysis assumed the same HV% as study intersections in Existing Conditions.

Signal Timing Data
Signal timing and phasing data for each of the signalized study intersections within the study area was obtained from Caltrans and the City of Atwater.

Field Reconnaissance
Fehr & Peers performed field reconnaissance to collect data regarding lane configurations, turn pocket lengths, speed limits, and supplemental intersection signal timing/phasing information within the study area. Fehr & Peers also performed weekday AM peak period and PM peak period observations at each study intersection to identify the extent of existing congestion and queues.

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Existing Conditions
Lane Configurations, Intersection Control, and Peak Hour Traffic Volumes Figure 2
90 (92)
48 (73) 3 (13) 4 (2)
56 (130)
89 (65)
54 (42)

1. SR 99 SB Ramps/Westside Blvd
47 (23)
0 (3)
31 (47)
39 (16)
107 (206)
141 (62)
96 (84)

2. SR 99 NB Ramps/Westside Blvd
58 (41)26 (17)
0 (1)
25 (29)
83 (165)
30 (59) 22 (28) 13 (27)
5 (6)
4 (1)
157 (77)
1 (0)

3. Olive Avenue/Westside Blvd/Bellevue Rd
1 (0)8 (7)2 (1)
14 (49)
71 (123)
3 (0) 41 (23) 3 (1)
0 (0)
1 (0)
120 (55)
4 (4)

4. Grove Ave/Bellevue Rd
0 (0)0 (0)0 (0)
66 (112)
10 (1)
0 (0) 104 (60) 0 (0)
1 (0)
0 (0)
7 (3)
0 (0)

5. Vine Ave/Bellevue Rd
0 (1)
13 (25)47 (89)
1 (5)
21 (51)
0 (1) 4 (2) 16 (20)
65 (24)
48 (8)
66 (40)
64 (31)

6. Vine Ave/Fruitland Ave
413 (326)304 (471)
249 (90)
402 (210)406 (236) 328 (423)

7. N Winton Way/Fruitland Ave
100 (24)
391 (474)107 (211)
48 (27)
139 (42)
93 (21) 22 (16) 385 (397)
243 (247)
224 (189)
123 (71)
107 (186)

8. N Winton Way/Bellevue Rd
Westside Blvd
SR 99 SB Ramps
dvlB edistseW dR euvelleB
Olive Avenue
Bellevue Rd
Grove Ave
Bellevue Rd
Vine Ave
Fruitland Ave
Vine Ave
Fruitland Ave
N Winton Way
Bellevue Rd
N Winton Way
24 (12)
358 (633)
467 (319)
34 (36)

9. SR 99 On-Ramps/Atwater Blvd
Atwater Blvd
SR 99 On-Ramps
Westside Blvd
SR 99 NB Ramps
STOP

STOP STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
E
BF
AC
BF
AC
E
D
BF
BF
D
D
BF
D
D
D
D
D
D
D
D
D
D
ACC
AF
CCF
ACE
ACCF
ACE
ACE
AC
E
Design Year No Project Conditions
Lane Configurations, Intersection Control, and Peak Hour Traffic Volumes Figure 3
130 (130)
70 (100) 10 (20) 10 (10)
80 (170)
130 (90)
70 (60)

1. SR 99 SB Ramps/Westside Blvd
60 (30)
0 (10)
40 (60)
50 (30)
160 (270)
180 (80)
140 (120)

2. SR 99 NB Ramps/Westside Blvd
80 (60)40 (30)
0 (10)
40 (40)
120 (210)
40 (80) 30 (40) 20 (40)
10 (10)
10 (10)
210 (100)
10 (0)

3. Olive Avenue/Westside Blvd/Bellevue Rd
10 (0)
20 (10)10 (10)
20 (70)
100 (160)
10 (0) 60 (30) 10 (10)
0 (0)
10 (0)
160 (80)
10 (10)

4. Grove Ave/Bellevue Rd
0 (0)0 (0)0 (0)
90 (150)
20 (10)
0 (0) 140 (80) 0 (0)
10 (0)
0 (0)
10 (10)
0 (0)

5. Vine Ave/Bellevue Rd
0 (10)
20 (40)
60 (120)
10 (10)
30 (70)
0 (10) 10 (10) 30 (30)
90 (40)
70 (20)
90 (60)
90 (40)

6. Vine Ave/Fruitland Ave
530 (420)390 (600)
320 (120)
520 (270)520 (300) 420 (540)

7. N Winton Way/Fruitland Ave
130 (40)
500 (610)140 (270)
70 (40)
180 (60)
120 (30) 30 (30) 490 (510)
310 (320)
290 (250)
160 (100)
140 (240)

9. SR 99 On-Ramps/Atwater Blvd
Atwater Blvd
SR 99 On-Ramps
Westside Blvd
SR 99 NB Ramps
STOP

STOP STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
E
BF
AC
BF
AC
E
D
BF
BF
D
D
BF
D
D
D
D
D
D
D
D
D
D
ACC
AF
CCF
ACE
ACCF
ACE
ACE
AC
E
Design Year Plus Project (Alternative 1) Conditions
Lane Configurations, Intersection Control, and Peak Hour Traffic Volumes Figure 4
140 (160)
60 (70) 10 (20) 10 (10)
150 (410)
130 (100)
70 (60)

1. SR 99 SB Ramps/Westside Blvd
20 (20)
0 (10)
40 (60)
50 (30)
240 (540)
540 (200)
180 (140)

2. SR 99 NB Ramps/Westside Blvd
80 (60)40 (30)
0 (10)
40 (40)
200 (480)
40 (80) 30 (40) 20 (40)
10 (10)
10 (10)
610 (240)
10 (0)

3. Olive Avenue/Westside Blvd/Bellevue Rd
10 (0)
20 (10)10 (10)
10 (40)
190 (460)
10 (0) 40 (20) 10 (10)
0 (0)
10 (0)
580 (230)
10 (10)

4. Grove Ave/Bellevue Rd
0 (0)0 (0)0 (0)
60 (90)
140 (370)
0 (0) 80 (60) 0 (0)
10 (0)
0 (0)
490 (180)
0 (0)

5. Vine Ave/Bellevue Rd
0 (10)
20 (40)30 (60)
10 (10)
20 (40)
0 (10) 10 (10) 30 (30)
90 (40)
70 (20)
70 (50)
30 (20)

6. Vine Ave/Fruitland Ave
540 (430)390 (600)
320 (120)
500 (270)520 (300) 420 (540)

7. N Winton Way/Fruitland Ave
150 (30)
490 (580)110 (120)
90 (80)
210 (210)
20 (40) 110 (50) 390 (490)
310 (320)
290 (250)
260 (170)
40 (170)

9. SR 99 On-Ramps/Atwater Blvd
Atwater Blvd
SR 99 On-Ramps
Westside Blvd
SR 99 NB Ramps
STOP

STOP STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
E
BF
AC
BF
AC
E
D
BF
BF
D
D
BF
D
BE
BE
D
D
BE
D
D
D
D
ACC
AF
CCF
ACE
ACCF
ACE
ACE
AC
E
Design Year Plus Project (Alternative 2) Conditions
Lane Configurations, Intersection Control, and Peak Hour Traffic Volumes Figure 5
140 (160)
60 (70) 10 (20) 10 (10)
150 (410)
140 (100)
70 (60)

1. SR 99 SB Ramps/Westside Blvd
20 (20)
0 (10)
40 (60)
50 (30)
240 (540)
540 (200)
190 (140)

2. SR 99 NB Ramps/Westside Blvd
80 (60)40 (30)
0 (10)
40 (40)
200 (480)
40 (80) 30 (40) 20 (40)
10 (10)
10 (10)
620 (240)
10 (0)

3. Olive Avenue/Westside Blvd/Bellevue Rd
10 (0)
20 (10)10 (10)
10 (40)
190 (460)
10 (0) 40 (20) 10 (10)
0 (0)
10 (0)
590 (230)
10 (10)

4. Grove Ave/Bellevue Rd
0 (0)0 (0)0 (0)
60 (90)
140 (370)
0 (0) 90 (60) 0 (0)
10 (0)
0 (0)
490 (180)
0 (0)

5. Vine Ave/Bellevue Rd
0 (10)
20 (40)30 (60)
10 (10)
20 (40)
0 (10) 10 (10) 30 (30)
90 (40)
70 (20)
70 (50)
40 (20)

6. Vine Ave/Fruitland Ave
540 (430)390 (600)
320 (120)
500 (270)520 (300) 420 (540)
0 (0)
0 (0)
0 (0)

7. N Winton Way/Fruitland Ave
150 (30)
490 (580)110 (120)
90 (80)
210 (210)
20 (40) 110 (50) 390 (490)
310 (320)
290 (250)
260 (170)
40 (170)

9. SR 99 On-Ramps/Atwater Blvd
Atwater Blvd
SR 99 On-Ramps
Westside Blvd
SR 99 NB Ramps
STOP

STOP STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
E
BF
AC
BF
AC
E
D
BF
BF
D
D
BF
D
BE
BE
D
D
BE
D
D
D
D
ACC
AF
CCF
D
ACE
ACCF
ACE
ACE
AC
E
lvd
Olive Ave
Bellevue Rd Bellevue Rd
Fruitland Ave
Fruitland Ave Fruitland Ave
Grove AveVine Ave
N Winton Way
Shaer Rd
Bert Crane Rd
Applegate Rd
Bell Dr
Atwater Blvd
Olive Ave
Longview Rd
First St
Juniper Ave

ATWATER
99 J18 1
2 3 5
5 8
9 6
7 4
Project Site Vicinity Map and Study Intersections
Figure 1
40_1_StudyArea
Bellevue Road Design
Alternative 1
Bellevue Road Design
Alternative 2
WC22-3940_X_Volumes
# Study Intersection
XX (YY) AM (PM) Peak Hour Trac Volumes Signalized Intersection STOP Stop Sign Bellevue Road Design
Alternative 1
Bellevue Road Design
Alternative 2
Existing Conditions
Lane Configurations, Intersection Control, and Peak Hour Traffic Volumes Figure 2
90 (92)
48 (73) 3 (13) 4 (2)
56 (130)
89 (65)
54 (42)