Estimated Cost of Remaining Transportation Improvements from 2000 Traffic Mitigation Fee StudyItem [1] Lanes ROW Lanes ROW Paved
Width Per LF Project Per LF Project
Formula A B A*B C A*CPercentage Increase in CCI (2009-2025) [3] 57.6%State Route 33 North of So. Parkway to Inyo Ave 4 100 2 60 24 1,300 $637 $827,563 $1,003 $1,303,900Inyo Ave. to Yolo Ave. 2 60 60 3,600 $41 $147,852 $65 $234,000 Yolo Ave. to Jensen Rd. 4 100 2 60 40 2,700 $616 $1,663,339 $971 $2,621,700Jensen Rd. to Stuhr Rd. 4 100 2 60 40 2,200 $616 $1,355,314 $971 $2,136,200Sun-total 9,800 $3,994,068 $6,295,800 West Parkway
South Parkway to Hoyer 2 106 0 30 0 2,800 $519 $1,452,787 $818 $2,290,400 Hoyer to Orestimba 2 106 0 0 0 2,700 $545 $1,471,131 $859 $2,319,300Orestimba to Jensen Rd. 2 106 0 0 0 2,300 $545 $1,253,186 $859 $1,975,700Subtotal 7,800 $4,177,104 $6,585,400 West Parkway Extension
to Stuhr Rd. 2 106 0 0 0 2,300 $758 $1,743,563 $1,194 $2,746,200 Prince St.
Inyo to Canyon Creek 4 100 2 50 25 1,900 $637 $1,209,515 $1,003 $1,905,700 Jensen/Sherman Parkway
West Parkway to 1/2 Way between West Parkway and Fig Ln. 2 106 0 0 0 1,700 $545 $926,268 $859 $1,460,300 Approximately 1/2 way Between West Parkway and Fig Ln to SR 33 4 106 0 0 0 1,500 $873 $1,310,137 $1,376 $2,064,000 Fig Ln. to SR 33 4 106 2 30 20 1,400 $913 $1,278,376 $1,439 $2,014,600 SR 33 Intersection and Railroad [4] $547,601 $862,858SR 33 to approximately 1/4 mile east of SR 33 4 106 0 0 0 1,300 $873 $1,135,452 $1,376 $1,788,800 Approximately 1/4 mile east of SR 33 to Barrington Extension 2 106 0 0 0 2,600 $545 $1,416,645 $859 $2,233,400 Barrington Extension to Hills Ferry 2 106 0 0 0 3,400 $545 $1,852,536 $859 $2,920,600 Subtotal 11,900 $8,467,015 $13,344,558
Kern/Driskell
"O" St. to SR 33, SR 33/Railroad Crossing [4] $547,601 $862,858 SR. 33 to Balsam 600 $41 $24,642 $65 $39,000Subtotal 600 $572,243 $901,858 Estimated Cost
2009$ [1] 2025$ [2]
striping onlystriping only
lump sum
Existing in 2000
lump sum
Remaining
Length
in 2000
1992 General Plan
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Estimated Cost of Remaining Transportation Improvements from 2000 Traffic Mitigation Fee StudyItem [1] Lanes ROW Lanes ROW Paved
Width Per LF Project Per LF Project
Formula A B A*B C A*CPercentage Increase in CCI (2009-2025) [3] 57.6% Estimated Cost
Existing in 2000 Remaining 2009$ [1] 2025$ [2]
Length
in 2000
1992 General Plan
Hoyer
West Parkway to Upper Rd. 4 100 2 60 20 2,700 $683 $1,844,459 $1,076 $2,905,200Upper Rd./Inyo Ave. "I" [5] $273,801 $0 $431,430 Subtotal 2,700 $2,118,260 $3,336,630
Merced
"P" St. to ST. 33 800 $41 $32,856 $65 $52,000
SR. 33/Railroad Crossing [4] $547,601 $862,858
SR. 33 to Driskell 4 80 2 80 60 3,000 $41 $123,210 $65 $195,000Subtotal 3,800 $703,667 $1,109,858 Hills Ferry
Canal School to Sherman 4 100 2 100 24 3,000 $791 $2,373,852 $1,247 $3,741,000 Sherman Parkway to 1/2 mile North of Sherman Parkway 4 100 2 100 24 2,800 $791 $2,215,596 $1,247 $3,491,600 Subtotal 5,800 $4,589,448 $7,232,600
Inyo Street
Prince St. to SR 33 2 80 60 800 $41 $32,856 $65 $52,000 SR. 33/Railroad Crossing [4] $547,601 $862,858
Subtotal 800 $580,457 $914,858
South Parkway (Shiells Rd.)
West Parkway to SR.33 2 106 0 0 0 8,000 $519 $4,150,819 $818 $6,544,000SR 33/Railroad Crossing [4] $547,601 $862,858 SR 44 to Canal St. 2 106 0 0 0 2,200 $519 $1,141,475 $818 $1,799,600Subtotal 10,200 $5,839,895 $9,206,458 Total $33,995,235 $53,579,922Total (Rounded) $53,580,000Sources: City of Newman, PMC, Dowling and Associates; EPS. [1] Street segments and 2009 costs from Draft 2010 Capital Facilities Fees Update Study (PMC) - Table 9.2. Improvements are those needed to complete 1992 General Plan Circulation Element road network. Street segments and remaining lengths based on 2000 Traffic Mitigation Fee Study prepared by Dowling and Associates. [2] Calculated as 2009 cost * (1+ percentage increase in CCI).[3] See Table B-24.[4] $400,000 lump sum cost in 2000. Escalated to 2009 and 2025 dollars.[5] $200,000 lump sum cost in 2000. Escalated to 2009 and 2025 dollars. lump sumlump sumlump sum
striping onlystriping only
lump sum
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Table B-11Newman Capital Facilities Fees UpdateEstimated Cost of Street Segment Improvements From Newman 2030 General PlanItem ROW Length Per LF [1] Total Per LF [2] Total Formula A B A*B C A*CPercentage Increase in CCI (2009-2025) [3] 57.6%Circulation Element Segments [4] 2 West Parkway Extension So. Pkwy to Hallowell 2-Lane Collector/Arterial 2 106 2,560 $545 $1,395,200 $859 $2,199,0409 South Parkway Extension Draper to West Parkway 2-Lane Collector 2 106 2,600 $519 $1,349,400 $818 $2,126,8003 Prince St. Canyon Creek to So. Pkwy 4-Lane Arterial 2 100 800 $683 $546,400 $1,076 $860,8006 Hoyer Rd. Draper to West Parkway 2-Lane Collector 2 100 2,600 $545 $1,417,000 $859 $2,233,4007 Merced St. Main to Driskell Stripe and sign as 4 lanes 2 100 4,300 $791 $3,401,300 $1,246 $5,357,8008 Inyo Ave. Prince to SR33 Stripe and sign as 4 lane arterial 2 80 720 $545 $392,400 $859 $618,480 10 Fig Ln. Stuhr Rd. to Jensen Parkway 2-Lane Collector 2 80 2,600 $545 $1,417,000 $859 $2,233,40011 Canyon Creek Dr. Extension to West Parkway 2-Lane Collector 2 80 1,700 $545 $926,500 $859 $1,460,30012 New Collector Orestimba to Canyon Creek 2-Lane Collector 2 80 4,660 $545 $2,539,700 $859 $4,002,94013 Canal School/Hills Ferry Realignment 15 Balsam Dr. Sherman Parkway to East Stuhr Rd. 2-Lane Collector 2 80 2,330 $545 $1,269,850 $859 $2,001,47016 Eucalyptus Dr. Sherman Parkway to East Stuhr Rd. 2-Lane Collector 2 80 2,560 $545 $1,395,200 $859 $2,199,04017 Barrington Av. Sherman Parkway to East Stuhr Rd. 2-Lane Collector 2 80 2,570 $545 $1,400,650 $859 $2,207,63018 McClintock Rd East Stuhr Rd. to Sherman Parkway 2-Lane Collector 2 80 3,200 $545 $1,744,000 $859 $2,748,80019 New Collector McClintock Rd. Hills Ferry Rd. 2-Lane Collector 2 80 2,300 $545 $1,253,500 $859 $1,975,70020 New Collector Hills Ferry/Sherman 2-Lane Collector 2 80 5,480 $545 $2,986,600 $859 $4,707,32021 Canal School Rd. Inyo to South Parkway 4-Lane Arterial 2 100 2,600 $637 $1,656,200 $1,004 $2,610,400 Subtotal Circulation $25,090,900 $39,543,320
Impacted Non-Circulation Element Segments [5]
Inyo Avenue (2 lanes SR 33 to L Street) 2 80 900 $683 $614,700 $1,076 $968,400 Driskell Avenue between Balsam Drive and Eucalyptus Avenue 2 80 500 $637 $318,500 $1,004 $502,000Merced Street from Hardin Road to Q Street 2 80 1,100 $637 $700,700 $1,004 $1,104,400 Merced Street from Q Street to Main Street 2 80 725 $637 $461,825 $1,004 $727,900Subtotal Non-circulation $2,095,725 $3,302,700 Total $27,186,625 $42,846,020
Total (Rounded) $42,846,000Source: City of Newman; EPS.[1] From Draft 2010 Capital Facilities Fees Update Study (PMC) - Table 9.3. [2] Calculated as 2009 cost per lf * (1+ percentage increase in CCI).[3] See Table B-24.[4] Elements described on Pages TC-21 - TC-25 of Newman General Plan. Excludes remaining improvements from 1992 General Plan shown on Table B-10.[5] From Table 6 of Newman 2030 General Plan EIR Traffic Report (2006). Excludes overlapping Circulation Element segments and segments on Table B-10.
Added
Lanes
2009$ 2025$
See Table B-12 for cost.
Estimated Cost
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Table B-12Newman Capital Facilities Fees Update
Estimated Intersection Reconfiguration and Signalization CostsItem [1] Main Street Cross Street Main
Street
Cross
Street Total
Cost per
Lane [2]
Lane
Cost
Signal
Cost [2] Total
Cost per
Lane [3]
Lane
Cost
Signal
Cost Total
Formula A B C-=A+B D E=C*D F E+F G H=C*G I H+I
Percentage Increase in CCI (2009-2025) [4] 57.6% 57.6%
Intersection
1 SR 33 Jensen Road 6 3 9 $50,000 $450,000 $600,000 $1,050,000 $78,785 $709,065 $945,424 $1,654,489 2 SR 33 Yolo Street 1 1 2 $50,000 $100,000 $400,000 $500,000 $78,785 $157,570 $630,283 $787,8533 SR 33 Kern Street 3 3 6 $50,000 $300,000 $500,000 $800,000 $78,785 $472,710 $787,853 $1,260,5634 SR 33 Merced Street 2 2 4 $50,000 $200,000 $500,000 $700,000 $78,785 $315,140 $787,853 $1,102,9935 SR 33 Inyo Street 2 3 5 $50,000 $250,000 $400,000 $650,000 $78,785 $393,925 $630,283 $1,024,208 1-5 SR 33 (Cost Increase) All above (Cost Increase) [5] $300,000 6 Orestimba Road/Yolo Street Hardin Road 2 2 4 $50,000 $200,000 $300,000 $500,000 $78,785 $315,140 $472,712 $787,852 7 Hills Ferry Road Driskell Avenue/Canal School 4 3 7 $50,000 $350,000 $400,000 $750,000 $78,785 $551,495 $630,283 $1,181,778 8 Hoyer Road Upper Road 1 0 1 $50,000 $50,000 $500,000 $550,000 $78,785 $78,785 $787,853 $866,6389 Merced Street Q Street 0 0 0 $50,000 $0 $400,000 $400,000 $78,785 $0 $630,283 $630,283 10 Inyo Avenue Prince Street 1 0 1 $50,000 $50,000 $400,000 $450,000 $78,785 $78,785 $630,283 $709,068 Total 22 17 39 $1,950,000 $4,400,000 $6,350,000 $3,072,615 $6,933,110 $10,305,725 Total (Rounded) $10,306,000 Source: City of Newman; EPS; PMC.[1] Intersections and auxiliary lanes from Table TC-3 of Newman 2030 General Plan and Table 7 of Newman 2030 General Plan EIR Traffic Report (2006).[2] Cost per lane and signal cost from Draft 2010 Capital Facilities Fees Update Study (PMC) - Table 9.5. Lane cost is based on 100 feet length auxiliary lane at $500 per foot.[3] Calculated as 2009 cost * (1+ percentage increase in CCI).[4] See Table B-24.[5] Cost increase to account for Caltrans involvement per City engineer.
Auxiliary Lanes [1] Intersection Improvement Costs (2009$) Intersection Improvement Costs (2025$) Prepared by EPS 4/8/2025 Z:\Shared\projects\SAC\222000\222059 Newman Comprehensive Fee Update\Models\222059 m1 4.7.25 .xlsx B-13
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Table B-13
Newman Capital Facilities Fees Update
Estimated Signalization Costs of Existing Intersections Item [1] 2009$ 2025$
Percentage Increase in CCI (2009-2025) [3] 57.6%
Cost per Approach Lane [4] $40,000 $63,028
Intersection
Stuhr Road / Draper Road 6 $240,000 $378,168
Stuhr Road / West Parkway 6 $240,000 $378,168
Stuhr Road / Fig Street 8 $320,000 $504,224
SR 33 / Stuhr Road 12 $480,000 $756,336
Stuhr Road / Balsam Drive 6 $240,000 $378,168
Stuhr Road / Eucalyptus Ave 6 $240,000 $378,168
Stuhr Road / Barrington Ave 6 $240,000 $378,168
Stuhr Road / McClintock Drive 8 $320,000 $504,224
Stuhr Road / Hill Ferry Rd 6 $240,000 $378,168
Jensen Road / West Parkway 10 $400,000 $630,280
Jensen Road / Hardin Road 12 $480,000 $756,336
Jensen Road / Fig Street 12 $480,000 $756,336
Sherman Parkway / Balsam Ave 12 $480,000 $756,336
Sherman Parkway / Eucalyptus Ave 12 $480,000 $756,336
Sherman Parkway / Barrington 12 $480,000 $756,336
Sherman Parkway / McClintock Dr. 12 $480,000 $756,336
Sherman Parkway / Hills Ferry Rd. 14 $560,000 $882,392
Orestimba Road / West Parkway 8 $320,000 $504,224
Brazo Road / Canal School Road 8 $320,000 $504,224
Yolo Street / Hardin Rd 8 $320,000 $504,224
Yolo Street / Q Street 8 $320,000 $504,224
Kern Street / Q Street 8 $320,000 $504,224
Kern Street / Main Street 12 $480,000 $756,336
Driskell Ave / Balsam Drive 8 $320,000 $504,224
Driskell Ave / Eucalyptus Ave 8 $320,000 $504,224
Driskell Ave / Main Street 12 $480,000 $756,336
Hoyer Road / West Parkway 12 $480,000 $756,336
Merced Street / T Street / Inyo St 10 $400,000 $630,280 Merced Street / Main Street 12 $480,000 $756,336
Merced Street / L Street 12 $480,000 $756,336
Inyo Street / Q Street 6 $240,000 $378,168
Inyo Street / Main Street 10 $400,000 $630,280
Inyo Street / Canal School Road 8 $320,000 $504,224
South Parkway (Shiells Road) / West Parkway 8 $320,000 $504,224 South Parkway (Shiells Road) / Upper Road 8 $320,000 $504,224 South Parkway (Shiells Road) / Prince Street 10 $400,000 $630,280 SR 33 / Brazo Road [5] 10 $480,000 $756,336
Total $21,933,744
Total (Rounded) $21,934,000
Source: City of Newman; EPS; PMC.
[1] Intersections and number of approach lanes from Table 9 of Newman 2030 General Plan EIR Traffic Report (2006). Includes intersections not in Table B-12. Excludes potential intersectons at Brazo/Canal School, SR 33/Sanches, and Sanches/Canal School that are outside of the SOI. [2] Calculated as total approach lanes * cost per approach lane. [3] See Table B-24 for percentage increase in CCI.
[4] 2009 cost per approach lane from Draft 2010 Capital Facilities Fees Update Study (PMC) - Table 9.6. 2025 cost per approach lane calculated as 2009 cost per approach lane * (1+ pct. increase in CCI). [5] Signal cost increased to reflect the same cost as SR 33 / Stuhr Road signal, per City engineer.
Total Signal Cost [2]
Approach Lanes
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Table B-14Newman Capital Facilities Fees UpdateTransportation Improvements Allocation Between Existing and New DevelopmentItem ITE Code
(11th Edition)
PM Peak
Trip Rate
Trip Rate
Factor Existing
Primary
SOI
Secondary
SOI Total Existing
Primary
SOI
Secondary
SOI Total
Formula A B C=A*B D E F C*D C*E C*F
Residential per unit per unit
Single-Family 210 0.94 1.00 0.94 3,271 3,250 5,213 11,734 3,075 3,055 4,900 11,030 Multifamily 220 0.51 1.00 0.51 494 629 780 1,903 252 321 398 971 Total 3,765 3,879 5,993 13,637 3,327 3,376 5,298 12,000 Nonresidential per 1,000 sq. ft. per 1,000 sq. ft.
Office 710 1.44 1.00 1.44 0 90,387 0 90,387 0 130 0 130 Commercial 820 3.40 0.71 2.41 518,045 689,337 0 1,207,382 1,251 1,664 0 2,915 Light Industrial 110 0.65 1.00 0.65 273,735 627,264 4,087,670 4,988,669 178 408 2,657 3,243 Heavy Industrial 140 0.74 1.00 0.74 65,786 148,104 0 213,890 49 110 0 158 Business Park 770 1.22 1.00 1.22 0 1,924,045 0 1,924,045 0 2,347 0 2,347 Total 857,566 3,479,137 4,087,670 8,424,373 1,477 4,659 2,657 8,793 Total 4,804 8,035 7,955 20,794 Percentage of Total 23% 39% 38% 100% Source: City of Newman; ITE Manual (11th Edition); EPS. units
sq. ft.
Trip Rates Dwelling Units / Bldg. Sq. Ft. Trips
Pass-By Remaining Remaining
Adjustment
Factor
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Table B-15Newman Capital Facilities Fees UpdateSummary of Sewer Costs for New Development (2025$)Item Source Total Existing
Development Primary SOI
Development
Beyond PSOI
Wastewater Collection System Table B-16 $14,425,000 $0 $7,660,000 $6,765,000Wastewater Treatment and Reclamation Table B-17 $52,545,250 $6,616,250 $45,929,000 $0Vehicles and Equipment Table B-18 $1,773,000 $0 $1,773,000 $0 Total $68,743,250 $6,616,250 $55,362,000 $6,765,000Source: City of Newman; Eco:Logic; Stantec; EPS.
Estimated Cost (2025$)
(Rounded)
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Table B-16Newman Capital Facilities Fees UpdateEstimated Wastewater Collection System CostsItem [1] Pct. 2008$ [1] 2025$ [2]Percentage Increase in CCI (2008-2025) [3] 68.8%Improvement for Full Build-out of SOI - North Route North Route 12" pipeline, 3,520 LF $633,240 $1,068,808North Route 15" pipeline, 2,040 LF $459,000 $774,719North Route 18" pipeline, 18,090 LF $4,884,300 $8,243,920Subtotal $5,976,540 $10,087,447 Subtotal with Contingency 30% $7,769,502 $13,113,681Total with Design and Administration 10% $8,546,452 $14,425,049Total Wastewater Collection Improvements for Primary SOI [4] 53% $7,655,831Total Wastewater Collection Improvements for Primary SOI (Rounded) $7,660,000 Peak Flow Composition for North Route [4]
Primary SOI 1.088 53%Secondary SOI 0.962 47%Total Peak Flow 2.050 Source: City of Newman, EPS; Eco:Logic.[1] 2008 costs from City of Newman 2008 Wastewater Collection System Master Plan (Eco:Logic), Tables B-2 and B-3. Costs are summarized in 2023 Wastewater Collection System Sewer System Management Plan and updated to 2025 dollars by EPS using the percentage change in the ENR CCI.[2] Calculated as 2008 cost * (1+ percentage increase in CCI).[3] See Table B-24.[4] South route improvements excluded because development served by this route not in Primary SOI. North route serves the majority of the Primary SOI and some areas in Secondary SOI. Estimated percentage of costs for secondary SOI areas based on peak flow in Water Master Plan and excluded from fee program.
Peak Flow Estimated Cost
(MGD)
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Table B-17Newman Capital Facilities Fees UpdateEstimated Cost of Wastewater Treatment and Reclamation Facility UpgradeItem [1] Acres New Dev.
Pct.
Total
(2023$)
Total
(2025$) [2]
New
Development
in PSOI (2025$)
Percentage Change in CCI (2023 to 2025) [3] 2.9%Land Cost per Acre $25,000Wastewater Treatment Plant (WWTP) Improvements [4] WWTP Phase 1 100% $5,800,000 $5,968,486 $5,968,486WWTP Phase 2 100% $18,900,000 $19,449,033 $19,449,033Land [5] 577 100% NA $14,425,000 $14,425,000 Transmission Improvements [6]
Headworks 48% $2,500,000 $3,750,000 $1,796,875Trunk Phase 1 48% $2,300,000 $2,366,814 $1,134,098Trunk Phase 2 48% $6,400,000 $6,585,916 $3,155,751 Total $35,900,000 $52,545,250 $45,929,245
Total (Rounded) $45,929,000Source: City of Newman, Stantec; EPS.[1] All cost estimates include soft costs and contingencies. Original costs are based on 2018 Wastewater Treatment and Reclamation Facility Upgrade report prepared by Stantec. Costs scaled to 2023 dollars by Stantec in October 2023. Improvements needed for Primary SOI only.[2] 2025 costs calculated as 2023 cost * (1+ percentage increase in CCI) except for Headworks costs. Headworks cost estimated at $3.75 million ($2.5 million plus a. 50 percent contingency), as directed by the City and based on the complexity of Headworks requirements.[3] See Table B-24.[4] Phase 1 improvements needed for new development within City limits. Phase 2 improvements needed for new development within the City Primary SOI outside of the current City limits.[5] Acres remaining to acquire: 77 acres for the southern proposed irrigation area and 500 acres for the northern proposed irrigation area. [6] Improvements will serve existing and new development. New development percentage calculated as new development EDUs (5,750) divided by total EDUs (12,000). EDUs provided by Stantec based on 200 gallons per day per EDU.
Facilities Cost
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Table B-18Newman Capital Facilities Fees UpdateEstimated Cost of Wastewater Vehicles and Equipment Item [1] New Dev.
Pct. [2]
Total
(2023$) [3]
Total
(2025$) [4]
New
Development
(2025$)
Percentage Change in CCI (2023 to 2025) [5] 2.9%Shop/Maintenance/Storage Building 48% $2,500,000 $2,572,623 $1,197,917Vactor Truck 48% $700,000 $720,335 $335,417 Operations Equipment and Vehicles 48% $500,000 $514,525 $239,583Total $3,700,000 $3,807,483 $1,772,917Total Rounded $1,773,000 Source: City of Newman; Stantec; EPS.[1] Improvements and costs in 2023$ provided by Stantec in October 2023.[2] Improvements will serve existing and new development. New development percentage calculated as new development EDUs (5,750) divided by total EDUs (12,000). EDUs provided by Stantec based on 200 gallons per day per EDU.[3] Provided by Stantec.[4] 2025 costs calculated as 2023 cost * (1+ percentage increase in CCI).[5] See Table B-24.
Estimated Cost
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Table B-19Newman Capital Facilities Fees UpdateSummary of Storm Drainage Improvement Costs for New Development (2025$)Item Total Primary SOI Development
Beyond PSOI
Source Table B-20Northside Drain $13,089,000 $7,414,000 $5,675,000Source: City of Newman; Boyle Engineering; EPS.
Estimated Cost (2025$)
(Rounded)
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Table B-20Newman Capital Facilities Fees UpdateEstimated Storm Drainage CostsSubbasin Feature Description Quantity Units Unit Cost Total Cost Unit Cost Total Cost Percentage Increase in CCI (2007-2025) [3] 69.2%Northside Drainage 5 Pipeline 18" CIPP 991 LF $50 $49,600 $85 $83,800 $0
48" CIPP 3,045 LF $140 $426,300 $237 $721,400 $048" Culvert 1 EACH $16,700 $16,700 $28,259 $28,300 $0Manholes 11 EACH $4,160 $45,800 $7,039 $77,400 $0 Detention Basin Basin Earthwork 32% 51,523 CY $3.00 $154,600 $5.08 $261,700 $0 Inlet Structure 1 EACH $30,000 $30,000 $50,764 $50,800 $0Discharge Structure with Pumps 1 EACH $100,000 $100,000 $169,213 $169,200 $0 4 Pipeline 24" CIPP 4,199 LF $61 $256,100 $103 $433,400 $0 30" CIPP 1,918 LF $85 $163,000 $144 $275,900 $036" CIPP 676 LF $105 $71,000 $178 $120,100 $048" CIPP 2,652 LF $140 $371,300 $237 $628,300 $048" Culvert 1 EACH $13,500 $13,500 $22,844 $22,800 $0Manholes 23 EACH $4,160 $95,700 $7,039 $161,900 $0 Detention Basin Basin Earthwork 27% 42,659 CY $3.00 $128,000 $5.08 $216,700 $0 Inlet Structure 1 EACH $30,000 $30,000 $50,764 $50,800 $0Discharge Structure with Pumps 1 EACH $100,000 $100,000 $169,213 $169,200 $0 3 Pipeline 48" CIPP 1,360 LF $140 $190,400 $237 $322,200 $322,200 60" CIPP 997 LF $180 $179,500 $305 $303,700 $303,700Manholes 7 EACH $4,160 $29,100 $7,039 $49,300 $49,300 Open Channel Earthwork 4,168 CY $3.50 $14,600 $5.92 $24,700 $24,700 Lining 24,104 SQ.FT. $3.00 $72,300 $5.08 $122,400 $122,400Landscape 2,878 SQ.FT. $2.30 $6,600 $3.89 $11,200 $11,20024" Culvert 1 EACH $53,500 $53,500 $90,529 $90,500 $90,500 Green Belt Landscape 6,435 SQ.FT. $2.30 $14,800 $3.89 $25,000 $25,000 Concrete Sidewalk / Bike Path 3,861 SQ.FT. $3.50 $13,500 $5.92 $22,900 $22,900 Detention Basin Basin Earthwork 41% 64,415 CY $3.00 $193,200 $5.08 $327,200 $327,200 Inlet Structure 1 EACH $30,000 $30,000 $50,764 $50,800 $50,800Discharge Structure with Pumps 1 EACH $100,000 $100,000 $169,213 $169,200 $169,200 2007$ [1] 2025$ [2]
Cost (Rounded)
Primary
SOI (2025$)
Pct. of
Basin Land
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Table B-20Newman Capital Facilities Fees UpdateEstimated Storm Drainage CostsSubbasin Feature Description Quantity Units Unit Cost Total Cost Unit Cost Total Cost Percentage Increase in CCI (2007-2025) [3] 69.2%
2007$ [1] 2025$ [2]
Cost (Rounded)
Primary
SOI (2025$)
Pct. of
Basin Land
Highway 33 and Railroad 30" Crossing 1 EACH $175,000 $175,000 $296,123 $296,100 $296,100 2 Pipeline 36" CIPP 2,285 LF $105 $239,900 $178 $406,000 $406,000 Manholes 6 EACH $4,160 $25,000 $7,039 $42,200 $42,20036" Culvert 2 EACH $15,000 $30,000 $25,382 $50,800 $50,800Inlet Structure 2 EACH $20,000 $40,000 $33,843 $67,700 $67,700 1 Pipeline 48" CIPP 1,784 LF $140 $249,800 $237 $422,600 $422,600 Manholes 4 EACH $4,160 $16,600 $7,039 $28,200 $28,20048" Culvert 1 EACH $16,700 $16,700 $28,259 $28,300 $28,300Inlet Structure 1 EACH $20,000 $20,000 $33,843 $33,800 $33,800 Offsite Open Channel Earthwork 28,437 CY $3.50 $99,500 $5.92 $168,300 $168,300 Landscape 46,720 SQ.FT. $2.33 $108,900 $3.94 $184,100 $184,100Lining 113,208 SQ.FT. $3.00 $339,600 $5.08 $575,100 $575,100 Green Belt Landscape 52,200 SQ.FT. $2.33 $121,600 $3.94 $205,700 $205,700 Concrete Sidewalk / Bike Path 31,320 SQ.FT. $3.50 $109,600 $5.92 $185,400 $185,400 Road Crossing 72" Culverts 2 EACH $120,000 $240,000 $203,056 $406,100 $406,100 Subtotal $4,781,300 $8,091,200 $4,619,500
Contingency 30% $1,434,000 $2,427,000 $1,386,000Subtotal with Contingency $6,215,300 $10,518,200 $6,005,500 Engineering, Legal, and Admin. 15% $932,000 $1,578,000 $901,000Total Northside Drain Construction $7,147,300 $12,096,200 $6,906,500Basin ROW 32.7 Acres $20,000 $654,000 $25,000 $817,500 $332,000Canal ROW 7.0 Acres $20,000 $140,000 $25,000 $175,000 $175,000TOTAL Rounded $7,941,000 $13,089,000 $7,414,000 Source: Boyle Engineering; City of Newman; EPS.[1] 2007 costs from City Storm Drain Master Plan prepared by Boyle Engineering.[2] 2025 costs calculated as 2007 cost * (1+ percentage increase in CCI) except for ROW costs per acre, which were provided by City staff.[3] See Table B-24.
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DRAFT
Table B-21Newman Capital Facilities Fees UpdateSummary of Water Costs for New Development (2025$)Item Total Primary SOI Development
Beyond PSOI
Source Table B-22Water System Improvements from Water Master Plan $62,591,000 $60,971,000 $1,620,000Source: City of Newman; Stantec; EPS.
Estimated Cost (2025$)
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DRAFT
Table B-22Newman Capital Facilities Fees UpdateEstimated Water System Improvements in Water Master Plan Costs [1]Project Number Improvement Description Pct. Acres CIP Type Capacity
(MGD) [3]
Construction
Cost
Soft
Cost Total
Land
Cost (2025$)
Total
Cost
Percentage 40%Percentage Increase in CCI (2022-2025) [5] 8.33%Land Cost per Acre $150,000New Wells Well 10 Storage Tank Jensen Road 0.0 Tank 2.88 $5,000,000 $2,000,000 $7,000,000 $7,582,897 $0 $7,582,897New Well 11, Booster Pump Station and Storage Tank Barrington Ave and Sherman Parkway 2.0 Combination 1.44 $10,000,000 $4,000,000 $14,000,000 $15,165,794 $300,000 $15,465,794 New Well 12, Booster Pump Station and Storage Tank
Hover and Upper Road 2.0 Combination 1.44 $10,000,000 $4,000,000 $14,000,000 $15,165,794 $300,000 $15,465,794 New Well 13 Stuhr and Villa Manucha Road 2.0 Well 1.44 $5,000,000 $2,000,000 $7,000,000 $7,582,897 $300,000 $7,882,897New Well 14, Booster Pump Station and Storage Tank Southwest of PSOI 2.0 Combination 1.44 $10,000,000 $4,000,000 $14,000,000 $15,165,794 $300,000 $15,465,794 Subtotal (Rounded) $40,000,000 $16,000,000 $56,000,000 $60,663,000 $1,200,000 $61,863,000 Fire Flow
FF_01 700-ft of new 8-inch main to the replace the
existing 4-inch main along Sydney Avenue between Inyo Avenue and Patchett Drive Fire Flow $224,000 $89,600 $313,600 $339,714 N/A $339,714 FF_02 800-ft of new 8-inch water main along alley
between Fig Lane and R Street north of Yolo Street
Fire Flow $256,000 $102,400 $358,400 $388,244 N/A $388,244 Subtotal (Rounded) $480,000 $192,000 $672,000 $728,000 $0 $728,000 Total (Rounded) $40,480,000 $16,192,000 $56,672,000 $61,391,000 $1,200,000 $62,591,000 Total for Primary SOI 97.4% $60,971,000
Source: City of Newman; EPS; Stantec.[1] Improvements and 2022 costs from 2022 Water Master Plan prepared by Stantec. Improvements in Water Master Plan are for Mattos Ranch, Caton Ranch, T Street, Agriana, and NWNMP developments only.[2] From 2022 Newman Water Master Plan (Stantec) Table 8-8.[3] From 2022 Newman Water Master Plan (Stantec) Tables 9-2 and 9-3.[4] Calculated as 2022 cost * (1+ percentage increase in CCI).[5] See Table B-24.
Water Master Plan Improvements (2022$) [2] Improvements Cost (2025$)
[4]
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Table B-23Newman Capital Facilities Fees UpdateDaily Water Demand in Water Master Plan and Primary SOI Area Dwelling
Units/Acres [1]
Per Unit/
Acre [2] Total
Daily Demand for Development through Primary SOI Buildout Dwelling Units 3,879 500 1,939,500Commercial Acres 197.8 4,900 969,220Industrial Acres 44.5 9,500 422,750Total 3,331,470 Daily Demand for New Development in Water Master Plan [3] (Mattos Ranch, Caton Ranch, T Street, Agriana, and NWNMP)Future Average Daily Demand (GPD) - - 5,470,000Less Existing Average Daily Demand (GPD) - - (2,050,000)Total 3,420,000 Primary SOI Percentage of Water Master Plan Demand 97.4%Source: City of Newman; EPS; Stantec.[1] See Table 2-1.[2] From Table 4-6 of 2022 Water Master Plan prepared by Stantec.[3] From Table 4-12 of 2022 Water Master Plan prepared by Stantec.
Average GPD
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Table B-24Newman Capital Facilities Fees UpdateConstruction Cost Index AdjustmentsDate San Francisco
CCI
Percentage
Change through
December 2024
December 2024 15,413.04December 2023 15,515.00 (0.7%)December 2022 14,977.94 2.9%December 2021 14,228.24 8.3%December 2020 13,168.76 17.0%December 2019 12,764.52 20.7%December 2018 12,115.37 27.2%December 2017 12,014.72 28.3%December 2016 11,609.44 32.8%December 2015 11,155.41 38.2%December 2014 10,915.84 41.2%December 2013 10,898.84 41.4%December 2012 10,355.09 48.8%December 2011 10,204.79 51.0%December 2010 10,120.29 52.3%December 2009 9,722.17 58.5%December 2008 9,781.67 57.6%December 2007 9,131.81 68.8%December 2006 9,108.66 69.2%December 1989 5,932.57 159.8%Source: Engineering News-Record; EPS.
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DRAFT
Table B-25Newman Capital Facilities Fees UpdateConsumer Price Index AdjustmentsDate CPI [1] Percentage
Change through
December 2024
December 2024 348.001December 2023 339.915 2.4%December 2022 331.222 5.1%December 2021 315.805 10.2%Source: US Census Bureau; EPS.[1] San Francisco-Oakland-San Jose CPI for All Wage Earners.
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DRAFT
Table B-26Newman Capital Facilities Fees UpdateService Population for Fire, Police, and General Government Facilities Existing Net New
Primary SOI
Buildout
Net New
Secondary SOI
Net New Primary
and Secondary SOI
Secondary SOI
Buildout
Source Table 2-1 Table 2-1 Table 2-1 Table A-11Formula A B C=A+B D B+D C+DPopulation/Employees Residential 12,051 12,943 24,994 20,201 33,144 45,195Commercial 1,796 10,421 12,217 5,450 15,871 17,667Total 13,847 23,364 37,211 25,651 49,015 62,862 Service Population (Fire, Police, General Government)
Residential 12,051 12,943 24,994 20,201 33,144 45,195Commercial [1] 0.24 431 2,501 2,932 1,308 3,809 4,240Total 12,482 15,444 27,926 21,509 36,953 49,435 Source: City of Newman; EPS.[1] Weighting factor = 40 hours per week per employee / 168 hours per week per resident.
Commercial
Weighting Factor
Service Population - PSOI Service Population - SSOI
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Honorable Mayor and Members
of the Newman City Council
Agenda Item: 10.a.
City Council Meeting
of April 22, 2025
ADOPT A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWMAN, CALIFORNIA,
INITIATING PROCEEDINGS FOR THE LEVY AND COLLECTION OF ASSESSMENTS FOR THE LIGHTING AND LANDSCAPE MAINTENANCE DISTRICT FOR FISCAL YEAR 2025/26 AND ORDER
THE PREPARATION OF THE ENGINEERS REPORT
RECOMMENDATION:
Adopt Resolution No. 2025- , initiating proceedings for the levy and collection of assessments for the Lighting and Landscape Maintenance District for Fiscal Year 2025/26 and ordering the preparation of the engineer's report.
BACKGROUND:
Pursuant to the Landscape and Lighting Act of 1972 the City of Newman has a total of 15 zones within the Lighting and Landscape Maintenance District (District) in various locations throughout the City. These zones represent the general nature, location, and extent of improvements to be maintained, with an estimate of the costs to maintain and service the improvements. Improvements provided within the District include, but are not limited to, the weekly operation, maintenance, and servicing of all public landscaping improvements consisting of trimming and pruning, weed abatement, sidewalks, plant materials, pathways, irrigation systems, lighting systems, and graffiti removal.
ANALYSIS:
As required by the Landscape and Lighting Act of 1972 there is one resolution before the Council, a resolution Initiating Proceedings for The Levy and Collection of Assessments and ordering the preparation of an Assessment Engineer's Report for the Lighting and Landscape Maintenance District for Fiscal Year 2025/26. The next steps in the process would be to develop the Engineer's Report for City Council consideration, declare the intention to levy and collect assessments and conduct a Public Hearing for the proposed assessments.
FISCAL IMPACT:
None.
CONCLUSION:
Pursuant to the Landscape and Lighting Act of 1972 one resolution is presented to the City Council for consideration to initiate proceedings for the levy and collection of assessments and ordering the preparation of an Assessment Engineer's Report for the Lighting and Landscape Maintenance District for Fiscal Year 2025/26.
Therefore, staff recommends the City Council adopt Resolution No. 2025- , initiating proceedings for the levy and collection of assessments for the Lighting and Landscape Maintenance District for Fiscal Year 2025/26.
ATTACHMENTS:
1. Resolution No. 2025-, of the City Council of the City of Newman, California, initiating proceedings for the levy and collection of assessments for the Lighting and Landscape Maintenance District for Fiscal Year 2025/26.
Respectfully Submitted,
k£I~JJ~M'"'s Director of Finance
REVIEWED/CONCUR
~ City Manager
RESOLUTION NO. 2025-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWMAN, CALIFORNIA,
INITIATING PROCEEDINGS FOR THE LEVY AND COLLECTION OF ASSESSMENTS FOR
THE LIGHTING AND LANDSCAPE MAINTENANCE DISTRICT FOR FISCAL YEAR 2025/26 AND ORDERING THE PREPARATION OF THE ENGINEER'S REPORT WHEREAS, the City Council of the City of Newman (the "City Council") has by previous Resolutions formed and levied annual assessments for the City of Newman Lighting and Landscape Maintenance District (the "District), pursuant to provisions of the Landscaping and Lighting Act of 1972, Part 2, Division 15 of the California Streets and Highways Code (commencing with Section 22500) (the "Act") that provides for the levy and collection of assessments by the County of Stanislaus for the City of Newman to pay for the maintenance and services of all improvements and facilities related hereto; and
WHEREAS, the City Council has retained NBS for the purpose of assisting with the annual levy of the District, and to prepare and file an Annual Report for the District with the City Clerk in accordance with the requirements of the Act.
NOW, THEREFORE, BE IT RESOLVED, DETERMINED, AND ORDERED BY THE CITY COUNCIL, AS FOLLOWS:
1. Annual Report: The City Council hereby orders NBS to prepare and file with the City Clerk the Annual Report concerning the levy and collection of assessments within the District for the fiscal year commencing July 1, 2025 and ending June 30, 2026.
2. New Improvements or Changes to Existing Improvements: There are no changes to existing improvements nor are there any items being added to the list of improvements previously approved at the formation of the District.
The foregoing resolution was introduced at a regular meeting of the City Council of the City of Newman held on the 22nd day of April, 2025 by Council Member , who moved its adoption, which motion was duly seconded and it was upon roll call carried and the resolution adopted by the following roll call vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST:
Mike Maier,
City Clerk of the City of Newman;-
County of Stanislaus, State of California
APPROVED:
Casey Graham,
Mayor of the City of Newman,
County of Stanislaus, State of California