Rancho Cordova City Council
August 3, 2026

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 57,100 SF $0.06 $3,426.00

2. Rough Grade Excavation 4,230 CY $5.00 $21,148.15

3. Roadway Excavation 3,170 CY $6.00 $19,020.00

4. Roadway Subgrade Preparation 51,250 SF $0.60 $30,750.00

5. 6" Asphalt Concrete Paving 51,250 SF $4.05 $207,562.50

6. 14" Aggregate Base 51,250 SF $4.03 $206,537.50

7. Curb & Gutter, Type 2 (Vertical Curb) 450 LF $33.40 $15,030.00

8. Median Curb, Type 3 (Barrier Curb) 900 LF $23.00 $20,700.00

9. Median Landscaping & Irrigation (Permanent) 0 SF $10.00 $0.00

10. Landscape Corridor Planting & Irrigation 3,600 SF $8.00 $28,800.00

11. 3-5/8" Concrete Sidewalk 3,150 SF $7.50 $23,625.00

12. Signing & Striping (4-lanes) 4,950 LF $1.50 $7,425.00

13. Erosion Control / SWPP 1,500 LF $20.62 $30,936.60

14. Dry Utility Joint Trench 450 LF $150.00 $67,500.00

15. Street Lights (Type A, 220' spacing, one side) 450 LF $42.00 $18,900.00

16. Traffic Signal Interconnect 450 LF $15.00 $6,750.00

17. 10" Water Distribution Line (Incl. Valves & Hydrants) 450 LF $160.00 $72,000.00

18. 18" Storm Drainage Line (Incl. MH's and DI's) 450 LF $235.00 $105,750.00

19. 8" Sewer Line (Incl. MH's) 0 LF $150.00 $0.00
Subtotal $885,860.75
Use $885,870
Preliminary Cost Per Linear Foot
Grantline Rd & Chrysanthy Blvd - Intersection X
Modified 4x4 Tee
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 38 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 124,100 SF $0.06 $7,446.00

2. Rough Grade Excavation 9,193 CY $5.00 $45,962.96

3. Roadway Excavation 5,690 CY $6.00 $34,142.40

4. Roadway Subgrade Preparation 92,000 SF $0.60 $55,200.00

5. 6" Asphalt Concrete Paving 92,000 SF $4.05 $372,600.00

6. 14" Aggregate Base 92,000 SF $4.03 $370,760.00

7. Curb & Gutter, Type 2 (Vertical Curb) 2,000 LF $33.40 $66,800.00

8. Median Curb, Type 3 (Barrier Curb) 2,700 LF $23.00 $62,100.00

9. Median Landscaping & Irrigation (Permanent) 0 SF $10.00 $0.00

10. Landscape Corridor Planting & Irrigation 23,400 SF $8.00 $187,200.00

11. 3-5/8" Concrete Sidewalk 14,000 SF $7.50 $105,000.00

12. Signing & Striping (4-lanes) 4,000 LF $1.50 $6,000.00

13. Erosion Control / SWPP 1,500 LF $20.62 $30,936.60

14. Dry Utility Joint Trench 1,500 LF $150.00 $225,000.00

15. Street Lights (Type A, 220' spacing, one side) 1,500 LF $42.00 $63,000.00

16. Traffic Signal Interconnect 1,500 LF $15.00 $22,500.00

17. 10" Water Distribution Line (Incl. Valves & Hydrants) 500 LF $160.00 $80,000.00

18. 18" Storm Drainage Line (Incl. MH's and DI's) 1,500 LF $235.00 $352,500.00

19. 8" Sewer Line (Incl. MH's) 500 LF $150.00 $75,000.00 Subtotal $2,162,147.96
Use $2,162,150
Preliminary Cost Per Linear Foot
North Campus Road and Rancho Cordova Parkway - Intersection Y 4x4 Intersection
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 39 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 131,100 SF $0.06 $7,866.00

2. Rough Grade Excavation 9,711 CY $5.00 $48,555.56

3. Roadway Excavation 6,495 CY $6.00 $38,967.00

4. Roadway Subgrade Preparation 105,000 SF $0.60 $63,000.00

5. 6" Asphalt Concrete Paving 105,000 SF $4.05 $425,250.00

6. 14" Aggregate Base 105,000 SF $4.03 $423,150.00

7. Curb & Gutter, Type 2 (Vertical Curb) 3,000 LF $33.40 $100,200.00

8. Median Curb, Type 3 (Barrier Curb) 2,700 LF $23.00 $62,100.00

9. Median Landscaping & Irrigation (Permanent) 0 SF $10.00 $0.00

10. Landscape Corridor Planting & Irrigation 14,400 SF $8.00 $115,200.00

11. 3-5/8" Concrete Sidewalk 12,600 SF $7.50 $94,500.00

12. Signing & Striping (4-lanes) 6,000 LF $1.50 $9,000.00

13. Erosion Control / SWPP 1,500 LF $20.62 $30,936.60

14. Dry Utility Joint Trench 1,500 LF $150.00 $225,000.00

15. Street Lights (Type A, 220' spacing, one side) 1,500 LF $42.00 $63,000.00

16. Traffic Signal Interconnect 1,500 LF $15.00 $22,500.00

17. 10" Water Distribution Line (Incl. Valves & Hydrants) 1,500 LF $160.00 $240,000.00

18. 18" Storm Drainage Line (Incl. MH's and DI's) 1,500 LF $235.00 $352,500.00

19. 8" Sewer Line (Incl. MH's) 500 LF $150.00 $75,000.00 Subtotal $2,396,725.16
Use $2,396,730
Preliminary Cost Per Linear Foot
North Campus Road and Americanos Blvd - Intersection Z
4x4 Tee
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 40 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 26 SF $0.11 $2.98

2. Roadway Excavation 0.8 CY $13.75 $11.00

3. 8" Asphalt Concrete Paving 13 SF $4.96 $64.48

4. 10" Aggregate Base 13 SF $1.43 $18.62

5. Median Curb, Type 3 (Barrier Curb) 2 LF $16.04 $32.08

6. Median Landscaping & Irrigation (Permanent) 13 SF $6.87 $89.37

7. Signing & Striping (1-lane) 1 LF $1.43 $1.43

8. 18" Storm Drainage Line (Incl. MH's and DI's) 1 LF $126.04 $126.04

9. Erosion Control / SWPP 1 LF $20.62 $20.62
Subtotal $366.63
20% Stage Construction Contingency $73.33
Use $440
Note:
1 2
3 20% contingency included to cover stage construction costs. Construction items that are funded by the 20% contingency may include, but are not limited to, pavement sawcut, pavement removal and disposal.

Preliminary Cost Per Linear Foot
Rancho Cordova Parkway
(CIP Reimbursement)
Major Arterial - Street Section AA
Credit and Reimbursement unit prices based on 2035 Transportation CIP dated 2013 with a 14.58% inflation factor to account for construction cost inflation from 2013 to 2019
8"AC / 10" AB paving section based on existing Rancho Cordova Parkway paving .It is anticipated that the 2035 CIP credits and reimbursements paving sections will be updated to match the section shown herein.

P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 41 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 12 SF $0.11 $1.37

2. Roadway Excavation 0.7 CY $13.75 $9.62

3. 8" Asphalt Concrete Paving 12 SF $4.96 $59.52

4. 10" Aggregate Base 12 SF $1.43 $17.19

5. Median Curb, Type 3 (Barrier Curb) 1 LF $16.04 $16.04

6. Signing & Striping (1-lane) 1 LF $1.43 $1.43

7. 18" Storm Drainage Line (Incl. MH's and DI's) 1 LF $126.04 $126.04

8. Erosion Control / SWPP 1 LF $20.62 $20.62
Subtotal $251.84
Use $260
Note:
1 2 Credit and Reimbursement unit prices based on 2035 Transportation CIP dated 2013 with a 14.58% inflation factor to account for construction cost inflation from 2013 to 2019
Preliminary Cost Per Linear Foot
Rancho Cordova Parkway
(CIP Reimbursement)
Major Arterial - Street Section BB
8"AC / 10" AB paving section based on existing Rancho Cordova Parkway paving .It is anticipated that the 2035 CIP credits and reimbursements paving sections will be updated to match the section shown herein.

P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 42 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 26 SF $0.11 $2.98

2. Roadway Excavation 1.7 CY $13.75 $23.37

3. 6" Asphalt Concrete Paving 13 SF $3.72 $48.41

4. 14" Aggregate Base 13 SF $2.01 $26.07

5. Median Curb, Type 3 (Barrier Curb) 2 LF $16.04 $32.08

6. Median Landscaping & Irrigation (Permanent) 13 SF $6.87 $89.37

7. Signing & Striping (1-lane) 1 LF $1.43 $1.43

8. 18" Storm Drainage Line (Incl. MH's and DI's) 1 LF $126.04 $126.04

9. Erosion Control / SWPP 1 LF $20.62 $20.62
Subtotal $370.38
20% Stage Construction Contingency $74.08
Use $450
Note:
1 6"AC / 14" AB paving section based on existing Kiefer Blvd paving. 2 Credit and Reimbursement unit prices based on 2035 Transportation CIP dated 2013 with a 14.58% inflation factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
Kiefer Boulevard
(CIP Reimbursement)
Minor Arterial - Street Section CC
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 43 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 26 SF $0.11 $2.98

2. Roadway Excavation 0.8 CY $13.75 $11.00

3. 6" Asphalt Concrete Paving 13 SF $3.72 $48.41

4. 14" Aggregate Base 13 SF $2.01 $26.07

5. Median Curb, Type 3 (Barrier Curb) 2 LF $16.04 $32.08

6. Median Landscaping & Irrigation (Permanent) 13 SF $6.87 $89.37

7. Signing & Striping (1-lane) 1 LF $1.43 $1.43

8. 18" Storm Drainage Line (Incl. MH's and DI's) 1 LF $126.04 $126.04

9. Erosion Control / SWPP 1 LF $20.62 $20.62
Subtotal $358.01
Use $360
Note:
1 6"AC / 14" AB paving section based on existing Kiefer Blvd paving. 2 Credit and Reimbursement unit prices based on 2035 Transportation CIP dated 2013 with a 14.58% inflation factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
Kiefer Boulevard
(CIP Reimbursement)
Minor Arterial - Street Section DD
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 44 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 17 SF $0.11 $1.95

2. Roadway Excavation 1.1 CY $13.75 $15.12

3. 6" Asphalt Concrete Paving 12 SF $3.72 $44.69

4. 14" Aggregate Base 12 SF $2.01 $24.06

5. Signing & Striping (1-lane) 1 LF $1.43 $1.43

6. 18" Storm Drainage Line (Incl. MH's and DI's) 1 LF $126.04 $126.04

7. Erosion Control / SWPP 1 LF $20.62 $20.62
Subtotal $233.92
Use $240
Note:
1 6"AC / 14" AB paving section based on existing Kiefer Blvd paving. 2 Credit and Reimbursement unit prices based on 2035 Transportation CIP dated 2013 with a 14.58% inflation factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
Kiefer Boulevard
(CIP Reimbursement)
Minor Arterial - Street Section EE
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 45 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 38 SF $0.11 $4.35

2. Roadway Excavation 0.3 CY $13.75 $4.12

3. 6" Asphalt Concrete Paving 4 SF $3.72 $14.90

4. 14" Aggregate Base 4 SF $2.01 $8.02

5. AC Dike (Type A) 2 SF $3.44 $6.87

6. Median Landscaping & Irrigation (Permanent) 13 SF $6.87 $89.37

7. Median Landscaping (Temporary) 19 SF $3.44 $65.31

8. Signing & Striping (2-lanes) 2 LF $1.43 $2.86

9. 18" Storm Drainage Line (Incl. MH's and DI's) 1 LF $126.04 $126.04

9. Erosion Control / SWPP 1 LF $20.62 $20.62
Subtotal $342.48
Use $350
Note:
1 Preliminary Cost Per Linear Foot
Americanos Boulevard
(CIP Reimbursement)
Minor Arterial - Street Section FF
Credit and Reimbursement unit prices based on 2035 Transportation CIP dated 2013 with a 14.58% inflation factor to account for construction cost inflation from 2013 to 2019.

P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 46 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 38 SF $0.11 $4.35

2. Roadway Excavation 0.3 CY $13.75 $4.12

3. 6" Asphalt Concrete Paving 4 SF $3.72 $14.90

4. 14" Aggregate Base 4 SF $2.01 $8.02

5. AC Dike (Type A) 2 SF $3.44 $6.87

6. Median Landscaping & Irrigation (Permanent) 13 SF $6.87 $89.37

7. Median Landscaping (Temporary) 19 SF $3.44 $65.31

8. Signing & Striping (2-lanes) 2 LF $1.43 $2.86

9. 18" Storm Drainage Line (Incl. MH's and DI's) 1 LF $126.04 $126.04

10. Erosion Control / SWPP 1 LF $20.62 $20.62
Subtotal $342.48
Use $350
Note:
1 Credit and Reimbursement unit prices based on 2035 Transportation CIP dated 2013 with a 14.58% inflation factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
Americanos Boulevard
(CIP Reimbursement)
Minor Arterial - Street Section GG
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 47 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 38 SF $0.11 $4.35

2. Roadway Excavation 0.3 CY $13.75 $4.12

3. 6" Asphalt Concrete Paving 4 SF $3.72 $14.90

4. 14" Aggregate Base 4 SF $2.01 $8.02

5. Median Curb, Type 3 (Barrier Curb) 2 LF $16.04 $32.08

6. Median Landscaping & Irrigation (Permanent) 13 SF $6.87 $89.37

7. Median Landscaping (Temporary) 19 SF $3.44 $65.31

8. Signing & Striping (2-lanes) 2 LF $1.43 $2.86

9. 18" Storm Drainage Line (Incl. MH's and DI's) 1 LF $126.04 $126.04

10. Erosion Control / SWPP 1 LF $20.62 $20.62
Subtotal $367.69
Use $370
Note:
1 Credit and Reimbursement unit prices based on 2035 Transportation CIP dated 2013 with a 14.58% inflation factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
Americanos Boulevard
(CIP Reimbursement)
Minor Arterial - Street Section HH
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 48 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 17 SF $0.11 $1.95

2. Roadway Excavation 1.1 CY $13.75 $15.12

3. 6" Asphalt Concrete Paving 17 SF $3.72 $63.31

4. 14" Aggregate Base 17 SF $2.01 $34.09

5. Signing & Striping (1-lane) 1 LF $1.43 $1.43

6. 18" Storm Drainage Line (Incl. MH's and DI's) 1 LF $126.04 $126.04

7. Erosion Control / SWPP 1 LF $20.62 $20.62
Subtotal $262.56
Use $270
Note:
1 Credit and Reimbursement unit prices based on 2035 Transportation CIP dated 2013 with a 14.58% inflation factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
Chrysanthy Boulevard
(CIP Reimbursement)
Minor Arterial - Street Section II
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 49 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 38 SF $0.11 $4.35

2. Roadway Excavation 1.5 CY $13.75 $20.62

3. 6" Asphalt Concrete Paving 24 SF $3.72 $89.37

4. 14" Aggregate Base 24 SF $2.01 $48.12

5. Median Curb, Type 3 (Barrier Curb) 2 LF $16.04 $32.08

6. Median Landscaping & Irrigation (Permanent) 13 SF $6.87 $89.37

7. Signing & Striping (2-lanes) 2 LF $1.43 $2.86

8. 18" Storm Drainage Line (Incl. MH's and DI's) 1 LF $126.04 $126.04

9. Erosion Control / SWPP 1 LF $20.62 $20.62
Subtotal $433.46
Use $440
Note:
1 Credit and Reimbursement unit prices based on 2035 Transportation CIP dated 2013 with a 14.58% inflation factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
North Campus Road
(CIP Reimbursement)
Minor Arterial-Street Section MM
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 50 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 12 SF $0.11 $1.37

2. Roadway Excavation 0.8 CY $13.75 $11.00

3. 6" Asphalt Concrete Paving 12 SF $3.72 $44.69

4. 14" Aggregate Base 12 SF $2.01 $24.06

5. Signing & Striping (1-lane) 1 LF $1.43 $1.43

6. 18" Storm Drainage Line (Incl. MH's and DI's) 1 LF $126.04 $126.04

7. Erosion Control / SWPP 1 LF $20.62 $20.62
Subtotal $229.22
Use $230
Note:
1 Credit and Reimbursement unit prices based on 2035 Transportation CIP dated 2013 with a 14.58% inflation factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
North Campus Road
(CIP Reimbursement)
Minor Arterial-Street Section NN
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 51 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 35,450 SF $0.11 $4,061.86

2. Roadway Excavation 2,193 CY $13.75 $30,148.03

3. 6" Asphalt Concrete Paving 35,000 SF $3.72 $130,334.75

4. 14" Aggregate Base 35,000 SF $2.01 $70,180.25

5. Median Curb, Type 3 (Barrier Curb) 450 LF $16.04 $7,218.54

6. Median Landscaping & Irrigation (Permanent) 0 SF $6.87 $0.00

7. Median Landscaping (Temporary) 0 SF $3.44 $0.00

8. Signing & Striping (2-lanes) 3000 LF $1.43 $4,296.75

9. 18" Storm Drainage Line (Incl. MH's and DI's) 1500 LF $126.04 $189,057.00

10. Erosion Control / SWPP 1500 LF $20.62 $30,936.60
Subtotal $466,233.79
Use $466,240
Note:
1 Credit and Reimbursement unit prices based on 2035
Transportation CIP dated 2013 with a 14.58% inflation
factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
Kiefer Blvd & Americanos Blvd - Intersection TT
Modified 4x2 Tee
(CIP Reimbursement)
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 52 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 18,825 SF $0.11 $2,156.97

2. Roadway Excavation 1,164 CY $13.75 $16,009.50

3. 6" Asphalt Concrete Paving 18,375 SF $3.72 $68,425.74

4. 14" Aggregate Base 18,375 SF $2.01 $36,844.63

5. Median Curb, Type 3 (Barrier Curb) 450 LF $16.04 $7,218.54

6. Median Landscaping & Irrigation (Permanent) 0 SF $6.87 $0.00

7. Median Landscaping (Temporary) 0 SF $3.44 $0.00

8. Signing & Striping (4-lanes) 1500 LF $1.43 $2,148.38

9. 18" Storm Drainage Line (Incl. MH's and DI's) 500 LF $126.04 $63,019.00

10. Erosion Control / SWPP 500 LF $20.62 $10,312.20
Subtotal $206,134.96
Use $206,140
Note:
1 Credit and Reimbursement unit prices based on 2035
Transportation CIP dated 2013 with a 14.58% inflation
factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
Kiefer Blvd and Sunrise Blvd - Intersection UU
Modified 4x6 Intersection
(CIP Reimbursement)
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 53 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 22,900 SF $0.11 $2,623.88

2. Roadway Excavation 1,416 CY $13.75 $19,475.04

3. 6" Asphalt Concrete Paving 22000 SF $3.72 $81,924.70

4. 14" Aggregate Base 22000 SF $2.01 $44,113.30

5. Median Curb, Type 3 (Barrier Curb) 900 LF $16.04 $14,437.08

6. Median Landscaping & Irrigation (Permanent) 0 SF $6.87 $0.00

7. Median Landscaping (Temporary) 0 SF $3.44 $0.00

8. Signing & Striping (4-lanes) 2000 LF $1.43 $2,864.50

9. 18" Storm Drainage Line (Incl. MH's and DI's) 1000 LF $126.04 $126,038.00

10. Erosion Control / SWPP 1000 LF $20.62 $20,624.40
Subtotal $312,100.90
Use $312,110
Note:
1 Credit and Reimbursement unit prices based on 2035
Transportation CIP dated 2013 with a 14.58% inflation
factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
Rancho Cordova Pkwy & Kiefer Blvd- Intersection VV-Ph1
Modified 4x4 Intersection
(CIP Reimbursement)
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 54 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 15,400 SF $0.11 $1,764.53

2. Roadway Excavation 953 CY $13.75 $13,096.75

3. 6" Asphalt Concrete Paving 14500 SF $3.72 $53,995.83

4. 14" Aggregate Base 14500 SF $2.01 $29,074.68

5. Median Curb, Type 3 (Barrier Curb) 900 LF $16.04 $14,437.08

6. Median Landscaping & Irrigation (Permanent) 0 SF $6.87 $0.00

7. Median Landscaping (Temporary) 0 SF $3.44 $0.00

8. Signing & Striping (2-lanes) 2000 LF $1.43 $2,864.50

9. 18" Storm Drainage Line (Incl. MH's and DI's) 1000 LF $126.04 $126,038.00

10. Erosion Control / SWPP 1000 LF $20.62 $20,624.40
Subtotal $261,895.76
Use $261,900
Note:
1 Credit and Reimbursement unit prices based on 2035
Transportation CIP dated 2013 with a 14.58% inflation
factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
Rancho Cordova Pkwy & Kiefer Blvd- Intersection VV-Ph2
Modified 4x4 Intersection
(CIP Reimbursement)
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 55 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 33,900 SF $0.11 $3,884.26

2. Roadway Excavation 2,097 CY $13.75 $28,829.86

3. 6" Asphalt Concrete Paving 33000 SF $3.72 $122,887.05

4. 14" Aggregate Base 33000 SF $2.01 $66,169.95

5. Median Curb, Type 3 (Barrier Curb) 900 LF $16.04 $14,437.08

6. Median Landscaping & Irrigation (Permanent) 0 SF $6.87 $0.00

7. Median Landscaping (Temporary) 0 SF $3.44 $0.00

8. Signing & Striping (4-lanes) 2000 LF $1.43 $2,864.50

9. 18" Storm Drainage Line (Incl. MH's and DI's) 1500 LF $126.04 $189,057.00

10. Erosion Control / SWPP 1500 LF $20.62 $30,936.60
Subtotal $459,066.30
Use $459,070
Note:
1 Credit and Reimbursement unit prices based on 2035
Transportation CIP dated 2013 with a 14.58% inflation
factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
Chrysanthy & Americanos Blvd - Intersection WW
Modified 4x4 Tee
(CIP Reimbursement)
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 56 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 26,400 SF $0.11 $3,024.91

2. Roadway Excavation 1,633 CY $13.75 $22,451.57

3. 6" Asphalt Concrete Paving 25500 SF $3.72 $94,958.18

4. 14" Aggregate Base 25500 SF $2.01 $51,131.33

5. Median Curb, Type 3 (Barrier Curb) 900 LF $16.04 $14,437.08

6. Median Landscaping & Irrigation (Permanent) 0 SF $6.87 $0.00

7. Median Landscaping (Temporary) 0 SF $3.44 $0.00

8. Signing & Striping (2-lanes) 2000 LF $1.43 $2,864.50

9. 18" Storm Drainage Line (Incl. MH's and DI's) 500 LF $126.04 $63,019.00

10. Erosion Control / SWPP 1500 LF $20.62 $30,936.60
Subtotal $282,823.16
Use $282,830
Note:
1 Credit and Reimbursement unit prices based on 2035
Transportation CIP dated 2013 with a 14.58% inflation
factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
Grantline Rd & Chrysanthy Blvd - Intersection XX
Modified 4x4 Tee
(CIP Reimbursement)
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 57 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 56,700 SF $0.11 $6,496.69

2. Roadway Excavation 3,507 CY $13.75 $48,219.85

3. 6" Asphalt Concrete Paving 54000 SF $3.72 $201,087.90

4. 14" Aggregate Base 54000 SF $2.01 $108,278.10

5. Median Curb, Type 3 (Barrier Curb) 2700 LF $16.04 $43,311.24

6. Median Landscaping & Irrigation (Permanent) 0 SF $6.87 $0.00

7. Median Landscaping (Temporary) 0 SF $3.44 $0.00

8. Signing & Striping (4-lanes) 2000 LF $1.43 $2,864.50

9. 18" Storm Drainage Line (Incl. MH's and DI's) 1500 LF $126.04 $189,057.00

10. Erosion Control / SWPP 1500 LF $20.62 $30,936.60
Subtotal $630,251.87
Use $630,260
Note:
1 Credit and Reimbursement unit prices based on 2035
Transportation CIP dated 2013 with a 14.58% inflation
factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
North Campus Road and Rancho Cordova - Intersection YY
4x4 Intersection
(CIP Reimbursement)
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 58 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 56,700 SF $0.11 $6,496.69

2. Roadway Excavation 3,507 CY $13.75 $48,219.85

3. 6" Asphalt Concrete Paving 54000 SF $3.72 $201,087.90

4. 14" Aggregate Base 54000 SF $2.01 $108,278.10

5. Median Curb, Type 3 (Barrier Curb) 2700 LF $16.04 $43,311.24

6. Median Landscaping & Irrigation (Permanent) 0 SF $6.87 $0.00

7. Median Landscaping (Temporary) 0 SF $3.44 $0.00

8. Signing & Striping (4-lanes) 3000 LF $1.43 $4,296.75

9. 18" Storm Drainage Line (Incl. MH's and DI's) 1500 LF $126.04 $189,057.00

10. Erosion Control / SWPP 1500 LF $20.62 $30,936.60
Subtotal $631,684.12
Use $631,690
Note:
1 Credit and Reimbursement unit prices based on 2035
Transportation CIP dated 2013 with a 14.58% inflation
factor to account for construction cost inflation from 2013 to 2019.

Preliminary Cost Per Linear Foot
North Campus Road and Americanos Blvd - Intersection ZZ 4x4 Tee Intersection
(CIP Reimbursement)
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 59 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 54 SF $0.11 $6.19

2. Roadway Excavation 1.9 CY $13.75 $26.12

3. 8" Asphalt Concrete Paving 36 SF $4.96 $178.56

4. 10" Aggregate Base 36 SF $1.43 $51.56

5. Median Curb, Type 3 (Barrier Curb) 2 LF $16.04 $32.08

6. Median Landscaping & Irrigation (Permanent) 11 SF $6.87 $75.62

7. Roadside Ditch 2 LF $5.00 $10.00

8. Signing & Striping (2-lanes) 2 LF $1.43 $2.86

9. Traffic Signal Interconnect 1 LF $13.75 $13.75

10. Erosion Control / SWPP 1 LF $20.62 $20.62
Total $417.38
Use $417
Preliminary Cost Per Linear Foot
Rancho Cordova Parkway Extension (Off-Site)
Street-Section O-RR
Notes:

1. Joint Trench costs are excluded.

2. Frontage Landscaping and soundwall are excluded.

3. Environmental mitigation not included.

4. Outside travel lane, curb, gutter & s/w are not included.

P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 60 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 54 SF $0.11 $6.19

2. Roadway Excavation 1.9 CY $13.75 $26.12

3. 6" Asphalt Concrete Paving 36 SF $3.72 $134.06

4. 14" Aggregate Base 36 SF $2.01 $72.19

5. Median Curb, Type 3 (Barrier Curb) 2 LF $16.04 $32.08

6. Median Landscaping & Irrigation (Permanent) 11 SF $6.87 $75.62

7. Signing & Striping (2-lanes) 2 LF $1.43 $2.86

8. Traffic Signal Interconnect 1 LF $13.75 $13.75

9. Erosion Control / SWPP 1 LF $20.62 $20.62
Total $383.50
Use $383
Preliminary Cost Per Linear Foot
Kiefer Boulevard Extension (Off-Site)
Street-Section O-SS
Notes:

1. Joint Trench costs are excluded.

2. Frontage Landscaping and soundwall are excluded.

3. Environmental mitigation not included.

4. Outside travel lane, curb, gutter & s/w are not included.

P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 61 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 16200 SF $0.11 $1,856.20

2. Roadway Excavation 1300 CY $13.75 $17,874.48

3. 6" Asphalt Concrete Paving 16200 SF $3.72 $60,326.37

4. 14" Aggregate Base 16200 SF $2.01 $32,483.43

5. Roadside Ditch 1930 LF $5.00 $9,650.00

6. Traffic Signal Interconnect 1200 LF $13.75 $16,499.52

7. Traffic Signal 1 EA $252,076 $252,076.00

8. Signing & Striping (2-lanes) 5250 LF $1.43 $7,519.31

9. Erosion Control / SWPP 1 LF $20.62 $20.62
Total $398,305.93
Use $398,310
Notes:

1. 2. ROW acquisition cost is place holder estimate only - to be updated based on detailed ROW assessment.

3. 4. Improvements incl. full lengths of req'd transitions and lane addition.

Preliminary Cost Per Linear Foot
Street-Section O-TT
Grant Line / Kiefer Boulevard Intersection (Off-Site)
c. Impact/Mitigation Requirements
This estimate excludes the following:
a. Joint Trench costs
b. Frontage, Landscaping, and Soundwall
Based on schematic layout of Grant Line / Kiefer intersection to comply with City Condition of Approval.

P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 62 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 47800 SF $0.11 $5,476.92

2. Roadway Excavation 3840 CY $13.75 $52,798.46

3. 6" Asphalt Concrete Paving 47800 SF $3.72 $178,000.03

4. 14" Aggregate Base 47800 SF $2.01 $95,846.17

5. Roadside Ditch 4100 LF $5.00 $20,500.00

6. Traffic Signal Modification (pedestals) 1 EA $171,870 $171,870.00

7. Signing & Striping (2-lanes) 11800 LF $1.43 $16,900.55

8. Erosion Control / SWPP 1 LF $20.62 $20.62
Total $541,412.76
Use $541,500
Notes:

1. ROW acquisition cost is place holder estimate only - to be updated based on detailed ROW assessment;

2. 3. Improvements full lengths of req'd merges and lane additions, all legs (widen of exist.; no concurrent segment widening req'd).

Preliminary Cost Per Linear Foot
Street-Section O-UU
Grant Line / Jackson Road Intersection (Off-Site)
c. Impact/Mitigation Requirements
This estimate excludes the following:
a. Joint Trench costs
b. Frontage, Landscaping, and Soundwall
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 63 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000
C. STORM DRAINAGE SYSTEM IMPROVEMENTS - Exhibit D

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST

1. Pipeline System
SD101 Kiefer to DB No. 9 drainage
12" Storm Drain 600 LF $90 $54,000 $0.00 $0.00 $54,000.00 18" Storm Drain 830 LF $115 $95,450 $47.83 ($39,698.90) $55,751.10 36" Storm Drain 500 LF $225 $112,500 $87.13 ($43,565.00) $68,935.00 48" Storm Drain 470 LF $225 $105,750 $137.28 ($64,521.60) $41,228.40 48" Standard Storm Drain Manhole 1 EA $6,200 $6,200 $3,516.96 ($3,516.96) $2,683.04 48" Standard Storm Drain Manhole 1 EA $6,200 $6,200 $3,516.96 ($3,516.96) $2,683.04 84" Standard Storm Drain Manhole 1 EA $14,300 $14,300 $7,374.29 ($7,374.29) $6,925.71 96" Standard Storm Drain Manhole 2 EA $18,500 $37,000 $9,076.04 ($18,152.08) $18,847.92 Outfall Structure 1 EA $30,000 $30,000 $10,656.00 ($10,656.00) $19,344.00 Pipeline System Subtotal (Raw Construction Cost) $461,400 ($191,001.79) $270,398.21 Contingency (20%) $92,300 $92,300.00
Engineering/Plan Check/Inspection (15%) $69,200 $69,200.00 Engineering/Plan Check/Inspection Credits (8%) ($15,280.14) ($15,280.14) Total Pipeline System $622,900 ($206,281.93) $416,618.07 Prorated Pipeline System Costs2 (4%) $24,916 ($8,251.28) $16,664.72 SD103 Sunrise & Kiefer untreated drainage system & culverts 72" Storm Drain 3,190 LF $355 $1,132,450 $239.67 ($764,547.30) $367,902.70 Saddle Manhole 3 EA $6,375 $19,125 $4,538.02 ($13,614.06) $5,510.94 Outfall Structure 1 EA $30,000 $30,000 $10,656.00 ($10,656.00) $19,344.00 Pipeline System Subtotal (Raw Construction Cost) $1,181,575 ($788,817.36) $392,757.64 Contingency (20%) $236,300 $236,300.00
Engineering/Plan Check/Inspection (15%) $177,200 $177,200.00 Engineering/Plan Check/Inspection Credits (8%) ($63,105.39) ($63,105.39) Total Pipeline System $1,595,075 ($851,922.75) $743,152.25 SD104 Kiefer Box Culvert Extension3
SunCreek Box Culvert Extension 80 LF $1,400 $112,000 $220.00 ($17,600.00) $94,400.00 Pipeline System Subtotal (Raw Construction Cost) $112,000 ($17,600.00) $94,400.00 P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 64 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
Contingency (20%) $22,400 $22,400.00
Engineering/Plan Check/Inspection (15%) $16,800 $16,800.00 2035 Transportation CIP Contingency (15%) ($2,640.00) ($2,640.00) 2035 Transportation CIP Engineering/Plan Check/Inspection (35%) ($6,160.00) ($6,160.00) Total Pipeline System $151,200 ($26,400.00) $124,800.00 SD201 Kiefer Blvd to DB No. 8 drainage system & Con-Spans 12" Storm Drain 1,180 LF $90 $106,200 $0.00 $0.00 $106,200.00 15" Storm Drain 470 LF $105 $49,350 $41.53 ($19,519.10) $29,830.90 18" Storm Drain 540 LF $115 $62,100 $47.83 ($25,828.20) $36,271.80 24" Storm Drain 320 LF $145 $46,400 $59.68 ($19,097.60) $27,302.40 48" Storm Drain 210 LF $225 $47,250 $137.28 ($28,828.80) $18,421.20 48" Standard Storm Drain Manhole 2 EA $6,200 $12,400 $3,516.96 ($7,033.92) $5,366.08 48" Standard Storm Drain Manhole 3 EA $6,200 $18,600 $0.00 $0.00 $18,600.00 60" Standard Storm Drain Manhole 1 EA $7,500 $7,500 $5,117.75 ($5,117.75) $2,382.25 96" Standard Storm Drain Manhole 1 EA $18,500 $18,500 $9,076.04 ($9,076.04) $9,423.96 SunCreek Con-Span Arch Culvert 2 EA $625,000 $1,250,000 $625,000.00 $0.00 $1,250,000.00 Outfall Structure 1 EA $30,000 $30,000 $10,656.00 ($10,656.00) $19,344.00 Pipeline System Subtotal (Raw Construction Cost) $1,648,300 ($125,157.41) $1,523,142.59 Contingency (20%) $329,700 $329,700.00
Engineering/Plan Check/Inspection (15%) $247,200 $247,200.00 Engineering/Plan Check/Inspection Credits (8%) ($10,012.59) ($10,012.59) Total Pipeline System $2,225,200 ($135,170.00) $2,090,030.00 Prorated Pipeline System Costs2 (5%) $111,260 ($6,759) $104,501 SD301 Rancho Cordova Pkwy to DB No. 6 drainage system
15" Storm Drain 330 LF $105 $34,650 $0.00 $0.00 $34,650.00 18" Storm Drain 290 LF $115 $33,350 $0.00 $0.00 $33,350.00 48" Standard Storm Drain Manhole 2 EA $6,200 $12,400 $0.00 $0.00 $12,400.00 Outfall Structure 1 EA $30,000 $30,000 $0.00 $0.00 $30,000.00 Pipeline System Subtotal (Raw Construction Cost) $110,400 $0.00 $110,400.00 Contingency (20%) $22,100 $22,100.00
Engineering/Plan Check/Inspection (15%) $16,600 $16,600.00 Engineering/Plan Check/Inspection Credits (8%) $0.00 $0.00 Total Pipeline System $149,100 $0.00 $149,100.00
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 65 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
Prorated Pipeline System Costs2 (25%) $37,275 $0 $37,275 SD302 Investek North drainage system
15" Storm Drain 250 LF $105 $26,250 $0.00 $0.00 $26,250.00 48" Standard Storm Drain Manhole 1 EA $6,200 $6,200 $0.00 $0.00 $6,200.00 Outfall Structure 1 EA $30,000 $30,000 $0.00 $0.00 $30,000.00 Pipeline System Subtotal (Raw Construction Cost) $62,450 $0.00 $62,450.00 Contingency (20%) $12,500 $12,500.00
Engineering/Plan Check/Inspection (15%) $9,400 $9,400.00 Engineering/Plan Check/Inspection Credits (8%) $0.00 $0.00 Total Pipeline System $84,350 $0.00 $84,350.00
Prorated Pipeline System Costs2 (25%) $21,088 $0.00 $21,087.50 SD304 Rancho Cordova untreated drainage system
48" Storm Drain 1,910 LF $225 $429,750 $137.28 ($262,204.80) $167,545.20 96" Standard Storm Drain Manhole 3 EA $18,500 $55,500 $9,076.04 ($27,228.12) $28,271.88 Outfall Structure 1 EA $30,000 $30,000 $10,656.00 ($10,656.00) $19,344.00 Pipeline System Subtotal (Raw Construction Cost) $515,250 ($300,088.92) $215,161.08 Contingency (20%) $103,100 $103,100.00
Engineering/Plan Check/Inspection (15%) $77,300 $77,300.00 Engineering/Plan Check/Inspection Credits (8%) ($24,007.11) ($24,007.11) Total Pipeline System $695,650 ($324,096.03) $371,553.97 Prorated Pipeline System Costs2 (25%) $173,913 ($81,024.01) $92,888.49 SD305 Rancho Cordova drainage culvert3
SunCreek Box Culvert Extension 80 LF $1,400 $112,000 $220.00 ($17,600.00) $94,400.00 Pipeline System Subtotal (Raw Construction Cost) $112,000 ($17,600.00) $94,400.00 Contingency (20%) $22,400 $22,400.00
Engineering/Plan Check/Inspection (15%) $16,800 $16,800.00 2035 Transportation CIP Contingency (15%) ($2,640.00) ($2,640.00) 2035 Transportation CIP Engineering/Plan Check/Inspection (35%) ($6,160.00) ($6,160.00) Total Pipeline System $151,200 ($26,400.00) $124,800.00 P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 66 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
SD402 Investek South drainage system
15" Storm Drain 1,890 LF $105 $198,450 $41.53 ($78,491.70) $119,958.30 18" Storm Drain 630 LF $115 $72,450 $47.83 ($30,132.90) $42,317.10 24" Storm Drain 1,610 LF $145 $233,450 $59.68 ($96,084.80) $137,365.20 30" Storm Drain 250 LF $135 $33,750 $71.24 ($17,810.00) $15,940.00 48" Standard Storm Drain Manhole 5 EA $6,200 $31,000 $3,516.96 ($17,584.80) $13,415.20 60" Standard Storm Drain Manhole 4 EA $7,500 $30,000 $5,117.75 ($20,471.00) $9,529.00 Outfall Structure 1 EA $30,000 $30,000 $10,656.00 ($10,656.00) $19,344.00 Pipeline System Subtotal (Raw Construction Cost) $629,100 ($271,231.20) $357,868.80 Contingency (20%) $125,800 $125,800.00
Engineering/Plan Check/Inspection (15%) $94,400 $94,400.00 Engineering/Plan Check/Inspection Credits (8%) ($21,698.50) ($21,698.50) Total Pipeline System $849,300 ($292,929.70) $556,370.30 Prorated Pipeline System Costs2 (7%) $59,451 ($20,505) $38,946 SD403 Con-Span Drainage Crossing No. 3
SunCreek Con-Span Arch Culvert (SD403) 1 EA $828,300 $828,300 $0.00 $0.00 $828,300.00 Pipeline System Subtotal (Raw Construction Cost) $828,300 $0.00 $828,300.00 Contingency (20%) $165,700 $165,700.00
Engineering/Plan Check/Inspection (15%) $124,200 $124,200.00 Engineering/Plan Check/Inspection Credits (8%) $0.00 $0.00 Total Pipeline System $1,118,200 $0.00 $1,118,200.00
Prorated Pipeline System Costs2 (7%) $78,274 $0 $78,274 SD502 West Park Dr to DB No. 5 drainage system
54" Storm Drain 250 LF $220 $55,000 $145.78 ($36,445.00) $18,555.00 Saddle Manhole 1 EA $6,375 $6,375 $4,538.02 ($4,538.02) $1,836.98 Outfall Structure 1 EA $30,000 $30,000 $10,656.00 ($10,656.00) $19,344.00 Pipeline System Subtotal (Raw Construction Cost) $91,375 ($51,639.02) $39,735.98 Contingency (20%) $18,300 $18,300.00
Engineering/Plan Check/Inspection (15%) $13,700 $13,700.00 Engineering/Plan Check/Inspection Credits (8%) ($4,131.12) ($4,131.12) Total Pipeline System $123,375 ($55,770.14) $67,604.86
Prorated Pipeline System Costs2 (7%) $8,636 ($3,904) $4,732 P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 67 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
SD503 Rancho Cordova Pkwy untreated drainage system
48" Storm Drain 1,590 LF $225 $357,750 $137.28 ($218,275.20) $139,474.80 96" Standard Storm Drain Manhole 2 EA $18,500 $37,000 $9,076.04 ($18,152.08) $18,847.92 Outfall Structure 1 EA $30,000 $30,000 $10,656.00 ($10,656.00) $19,344.00 Pipeline System Subtotal (Raw Construction Cost) $424,750 ($247,083.28) $177,666.72 Contingency (20%) $85,000 $85,000.00
Engineering/Plan Check/Inspection (15%) $63,700 $63,700.00 Engineering/Plan Check/Inspection Credits (8%) ($19,766.66) ($19,766.66) Total Pipeline System $573,450 ($266,849.94) $306,600.06 SD601 North Campus to DB No. 4 drainage system
12" Storm Drain 790 LF $90 $71,100 $0.00 $0.00 $71,100.00 15" Storm Drain 790 LF $105 $82,950 $41.53 ($32,808.70) $50,141.30 18" Storm Drain 470 LF $115 $54,050 $47.83 ($22,480.10) $31,569.90 24" Storm Drain 530 LF $145 $76,850 $59.68 ($31,630.40) $45,219.60 48" Standard Storm Drain Manhole 2 EA $6,200 $12,400 $3,516.96 ($7,033.92) $5,366.08 48" Standard Storm Drain Manhole 1 EA $6,200 $6,200 $0.00 $0.00 $6,200.00 60" Standard Storm Drain Manhole 1 EA $7,500 $7,500 $5,117.75 ($5,117.75) $2,382.25 Outfall Structure 1 EA $30,000 $30,000 $10,656.00 ($10,656.00) $19,344.00 Pipeline System Subtotal (Raw Construction Cost) $341,050 ($109,726.87) $231,323.13 Contingency (20%) $68,200 $68,200.00
Engineering/Plan Check/Inspection (15%) $51,200 $51,200.00 Engineering/Plan Check/Inspection Credits (8%) ($8,778.15) ($8,778.15) Total Pipeline System $460,450 ($118,505.02) $341,944.98 Prorated Pipeline System Costs2 (7%) $32,232 ($8,295) $23,936 SD603 School Access Road untreated drainage system
30" Storm Drain 1,980 LF $135 $267,300 $71.24 ($141,055.20) $126,244.80 60" Storm Drain 4 LF $300 $1,200 $162.46 ($649.84) $550.16 Outfall Structure 2 EA $30,000 $60,000 $10,656.00 ($21,312.00) $38,688.00 Pipeline System Subtotal (Raw Construction Cost) $328,500 ($163,017.04) $165,482.96 Contingency (20%) $65,700 $65,700.00
Engineering/Plan Check/Inspection (15%) $49,300 $49,300.00 Engineering/Plan Check/Inspection Credits (8%) ($13,041.36) ($13,041.36) Total Pipeline System $443,500 ($176,058.40) $267,441.60 P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 68 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
SD604 Con-Span Drainage Crossing No. 4
SunCreek Con-Span Arch Culvert (SD604) 1 EA $1,260,100 $1,260,100 $0.00 $0.00 $1,260,100.00 Pipeline System Subtotal (Raw Construction Cost) $1,260,100 $0.00 $1,260,100.00 Contingency (20%) $252,000 $252,000.00
Engineering/Plan Check/Inspection (15%) $189,000 $189,000.00 Engineering/Plan Check/Inspection Credits (8%) $0.00 $0.00 Total Pipeline System $1,701,100 $0.00 $1,701,100.00
SD605 Con-Span Drainage Crossing No. 51
SunCreek Con-Span Arch Culvert (SD605) 1 EA $1,787,000 $1,787,000 $767,000.00 ($767,000.00) $1,020,000.00 Pipeline System Subtotal (Raw Construction Cost) $1,787,000 ($767,000.00) $1,020,000.00 Contingency (20%) $357,400 $357,400.00
Engineering/Plan Check/Inspection (15%) $268,100 $268,100.00 2035 Transportation CIP Contingency (15%) ($115,050.00) ($115,050.00) 2035 Transportation CIP Engineering/Plan Check/Inspection (35%) ($268,450.00) ($268,450.00) Total Pipeline System $2,412,500 ($1,150,500.00) $1,262,000.00 SD701 Americanos Blvd to DB No. 3 drainage system
15" Storm Drain 350 LF $105 $36,750 $41.53 ($14,535.50) $22,214.50 48" Standard Storm Drain Manhole 2 EA $6,200 $12,400 $3,516.96 ($7,033.92) $5,366.08 Outfall Structure 1 EA $30,000 $30,000 $10,656.00 ($10,656.00) $19,344.00 Pipeline System Subtotal (Raw Construction Cost) $79,150 ($32,225.42) $46,924.58 Contingency (20%) $15,800 $15,800.00
Engineering/Plan Check/Inspection (15%) $11,900 $11,900.00 Engineering/Plan Check/Inspection Credits (8%) ($2,578.03) ($2,578.03) Total Pipeline System $106,850 ($34,803.45) $72,046.55
Prorated Pipeline System Costs2 (10%) $10,685 ($3,480) $7,205 P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 69 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
SD802 Americanos Blvd drainage system
60" Storm Drain 540 LF $300 $162,000 $162.46 ($87,728.40) $74,271.60 84" Standard Storm Drain Manhole 2 EA $14,300 $28,600 $7,374.29 ($14,748.58) $13,851.42 Outfall Structure 1 EA $30,000 $30,000 $10,656.00 ($10,656.00) $19,344.00 Pipeline System Subtotal (Raw Construction Cost) $220,600 ($113,132.98) $107,467.02 Contingency (20%) $44,100 $44,100.00
Engineering/Plan Check/Inspection (15%) $33,100 $33,100.00 Engineering/Plan Check/Inspection Credits (8%) ($9,050.64) ($9,050.64) Total Pipeline System $297,800 ($122,183.62) $175,616.38 Prorated Pipeline System Costs2 (10%) $29,780 ($12,218) $17,562 SD803 Americanos Blvd untreated drainage system
60" Storm Drain 580 LF $300 $174,000 $162.46 ($94,226.80) $79,773.20 96" Standard Storm Drain Manhole 1 EA $18,500 $18,500 $9,076.04 ($9,076.04) $9,423.96 Outfall Structure 1 EA $30,000 $30,000 $10,656.00 ($10,656.00) $19,344.00 Pipeline System Subtotal (Raw Construction Cost) $222,500 ($113,958.84) $108,541.16 Contingency (20%) $44,500 $44,500.00
Engineering/Plan Check/Inspection (15%) $33,400 $33,400.00 Engineering/Plan Check/Inspection Credits (8%) ($9,116.71) ($9,116.71) Total Pipeline System $300,400 ($123,075.55) $177,324.45 SD901 Grant Line 220 untreated drainage system
60" Storm Drain 2,400 LF $300 $720,000 $162.46 ($389,904.00) $330,096.00 96" Standard Storm Drain Manhole 6 EA $18,500 $111,000 $9,076.04 ($54,456.24) $56,543.76 Pipeline System Subtotal (Raw Construction Cost) $831,000 ($444,360.24) $386,639.76 Contingency (20%) $166,200 $166,200.00
Engineering/Plan Check/Inspection (15%) $124,700 $124,700.00 Engineering/Plan Check/Inspection Credits (8%) ($35,548.82) ($35,548.82) Total Pipeline System $1,121,900 ($479,909.06) $641,990.94 P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 70 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
SD902 Grant Line 220 drainage system
15" Storm Drain 350 LF $105 $36,750 $41.53 ($14,535.50) $22,214.50 18" Storm Drain 630 LF $115 $72,450 $47.83 ($30,132.90) $42,317.10 42" Storm Drain 640 LF $185 $118,400 $119.26 ($76,326.40) $42,073.60 60" Storm Drain 380 LF $300 $114,000 $162.46 ($61,734.80) $52,265.20 48" Standard Storm Drain Manhole 3 EA $6,200 $18,600 $3,516.96 ($10,550.88) $8,049.12 84" Standard Storm Drain Manhole 2 EA $14,300 $28,600 $7,374.29 ($14,748.58) $13,851.42 96" Standard Storm Drain Manhole 1 EA $18,500 $18,500 $9,076.04 ($9,076.04) $9,423.96 Outfall Structure 1 EA $30,000 $30,000 $10,656.00 ($10,656.00) $19,344.00 Pipeline System Subtotal (Raw Construction Cost) $437,300 ($227,761.10) $209,538.90 Contingency (20%) $87,500 $87,500.00
Engineering/Plan Check/Inspection (15%) $65,600 $65,600.00 Engineering/Plan Check/Inspection Credits (8%) ($18,220.89) ($18,220.89) Total Pipeline System $590,400 ($245,981.99) $344,418.01 Prorated Pipeline System Costs2 (10%) $59,040 ($24,598) $34,442 SD903 Grant Line 220 drainage system
12" Storm Drain 170 LF $90 $15,300 $0.00 $0.00 $15,300.00 18" Storm Drain 980 LF $115 $112,700 $47.83 ($46,873.40) $65,826.60 24" Storm Drain 520 LF $145 $75,400 $59.68 ($31,033.60) $44,366.40 30" Storm Drain 70 LF $135 $9,450 $71.24 ($4,986.80) $4,463.20 48" Standard Storm Drain Manhole 3 EA $6,200 $18,600 $3,516.96 ($10,550.88) $8,049.12 60" Standard Storm Drain Manhole 2 EA $7,500 $15,000 $5,117.75 ($10,235.50) $4,764.50 Outfall Structure 1 EA $30,000 $30,000 $10,656.00 ($10,656.00) $19,344.00 Pipeline System Subtotal (Raw Construction Cost) $276,450 ($114,336.18) $162,113.82 Contingency (20%) $55,300 $55,300.00
Engineering/Plan Check/Inspection (15%) $41,500 $41,500.00 Engineering/Plan Check/Inspection Credits (8%) ($9,146.89) ($9,146.89) Total Pipeline System $373,250 ($123,483.07) $249,766.93 Prorated Pipeline System Costs2 (6%) $22,395 ($7,409) $14,986 Total Pipeline System Improvements $9,119,269 ($3,277,560) $5,841,709 Use $9,119,300 ($3,277,600) $5,841,700
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 71 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST

2. Detention, Water Quality and Hydro-Modification Basins SD102 SunCreek Basin No. 9 1 LS $694,430 $694,430 $291,377 ($291,377) $403,053 Prorated Basin System Costs2 (4%) $27,777 ($11,655) $16,122 SD202 SunCreek Basin No. 8 1 LS $757,880 $757,880 $291,625 ($291,625) $466,255 Prorated Basin System Costs2 (5%) $37,894 ($14,581) $23,313 SD303 SunCreek Basin No. 6 1 LS $777,080 $777,080 $262,742 ($262,742) $514,338 Prorated Basin System Costs2 (25%) $194,270 ($65,686) $128,584 SD401 SunCreek Basin No. 7 1 LS $613,530 $613,530 $280,417 ($280,417) $333,113 Prorated Basin System Costs2 (7%) $42,947 ($19,629) $23,318 SD501 SunCreek Basin No. 5 1 LS $857,280 $857,280 $335,334 ($335,334) $521,946 Prorated Basin System Costs2 (7%) $60,010 ($23,473) $36,536 SD602 SunCreek Basin No. 4 1 LS $778,380 $778,380 $250,888 ($250,888) $527,492 Prorated Basin System Costs2 (7%) $54,487 ($17,562) $36,924 SD702 SunCreek Basin No. 3 1 LS $868,680 $868,680 $371,272 ($371,272) $497,408 Prorated Basin System Costs (10%) $86,868 ($37,127) $49,741 P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 72 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
SD801 SunCreek Basin No. 2 1 LS $846,780 $846,780 $395,892 ($395,892) $450,888 Prorated Basin System Costs2 (10%) $84,678 ($39,589) $45,089 SD904 SunCreek Basin No. 1 1 LS $783,630 $783,630 $364,285 ($364,285) $419,345 Prorated Basin System Costs2 (6%) $47,018 ($21,857) $25,161 Detention / WQ and Hydro-Mod Basins (Raw Construction Cost) $635,948 ($251,160) $384,788 Contingency (20%) $127,200 $127,200
Engineering/Plan Check/Inspection (15%) $95,400 $95,400 Engineering/Plan Check/Inspection Credits (8%) ($20,093) ($20,093) Total Detention, Water Quality and Hydro-Modifications Basins $858,548 ($271,253) $587,295 Use $858,500 ($271,300) $587,300

STORM DRAINAGE SYSTEM COST ESTIMATE SUMMARY

1. Pipeline System $9,119,300 ($3,277,600) $5,841,700

2. Detention, Water Quality and Hydro-Modification Basins $858,500 ($271,300) $587,300 GRAND TOTAL STORM DRAINAGE SYSTEM COST $9,977,800 ($3,548,900) $6,429,000 Note:

2. Storm Drainage system has been sized to serve both backbone roadway drainage and onsite drainage. In order to capture only the drainage system cost incurred by backbone roadway improvements, the cost of the drainage system has been prorated by a ratio of the total backbone road area relative to the total shed area served by the system. The remaining cost will be treated as an intract cost paid for by the developer.

1. Con-Span structure is reimbursed through the 2035 City of Rancho Cordova Transportation CIP. Credit includes 15% contingency and 35% Engineering/Plan check/Inspection.

3. Box culvert extension is reimbursed through the City of Ranch Cordova 2035 CIP credit includes 15% Contingency and 35% Engineering/Plan Check/ Inspection
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 73 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000
Maintenance
WATER TOTAL OUTFALL OUTFALL OUTFALL CULVERT Road 12-Ft Wide TOTAL UNIT UNIT DETENTION QUALITY BASIN SIZE STRUCT CULVERT CULVERT COST PER 2" AC/6"AB BASIN COST PRICE AC. FT. AC. FT. AC. FT. ACRE COST/AC DIAMETER LENGTH (LF) (LF) Cost Area (SF) Cost/SF Area (SF) Cost/SF ac ft $6,500 32.7 6.3 39.0 $36,300 48" Storm Drain 150 $225 $111,080 78,500 $2 24,000 $8 $783,630 ac ft $6,500 36.0 4.6 40.6 $36,300 48" Storm Drain 300 $225 $111,080 82,000 $2 25,500 $8 $846,780 ac ft $6,500 31.0 4.8 35.8 $36,300 54" Storm Drain 330 $220 $111,080 94,000 $2 28,500 $8 $868,680 ac ft $6,500 13.9 3.3 17.2 $36,300 54" Storm Drain 360 $220 $111,080 100,000 $2 30,000 $8 $778,380 ac ft $6,500 19.7 4.9 24.6 $36,300 54" Storm Drain 600 $220 $111,080 95,000 $2 28,500 $8 $857,280 ac ft $6,500 11.0 2.8 13.8 $36,300 48" Storm Drain 640 $225 $111,080 90,000 $2 27,000 $8 $777,080 ac ft $6,500 23.7 4.7 28.4 $36,300 30" Storm Drain 130 $135 $111,080 60,000 $2 18,000 $8 $613,530 ac ft $6,500 23.5 5.0 28.5 $36,300 48" Storm Drain 130 $225 $111,080 90,000 $2 27,000 $8 $757,880 ac ft $6,500 23.6 4.6 28.2 $36,300 48" Storm Drain 150 $225 $111,080 75,000 $2 22,500 $8 $694,430 Maintenance
WATER TOTAL OUTFALL OUTFALL OUTFALL CULVERT Road 12-Ft Wide TOTAL UNIT UNIT DETENTION QUALITY BASIN SIZE STRUCT CULVERT CULVERT COST PER 2" AC/6"AB BASIN COST PRICE AC. FT. AC. FT. AC. FT. ACRE COST/AC DIAMETER LENGTH (LF) (LF) Cost Area (AC) Cost/SF Area (AC) Cost/SF ac ft $6,728 32.7 6.3 39.0 $13,030 48" Storm Drain 150 $137 $63,162 78,500 $0.05 24,000 $0.05 $364,285 ac ft $6,728 36.0 4.6 40.6 $13,030 48" Storm Drain 300 $137 $63,162 82,000 $0.05 25,500 $0.05 $395,892 ac ft $6,728 31.0 4.8 35.8 $13,030 54" Storm Drain 330 $146 $63,162 94,000 $0.05 28,500 $0.05 $371,272 ac ft $6,728 13.9 3.3 17.2 $13,030 54" Storm Drain 360 $146 $63,162 100,000 $0.05 30,000 $0.05 $250,888 ac ft $6,728 19.7 4.9 24.6 $13,030 54" Storm Drain 600 $146 $63,162 95,000 $0.05 28,500 $0.05 $335,334 ac ft $6,728 11.0 2.8 13.8 $13,030 48" Storm Drain 640 $137 $63,162 90,000 $0.05 27,000 $0.05 $262,742 ac ft $6,728 23.7 4.7 28.4 $13,030 30" Storm Drain 130 $71 $63,162 60,000 $0.05 18,000 $0.05 $280,417 ac ft $6,728 23.5 5.0 28.5 $13,030 48" Storm Drain 130 $137 $63,162 90,000 $0.05 27,000 $0.05 $291,625 ac ft $6,728 23.6 4.6 28.2 $13,030 48" Storm Drain 150 $137 $63,162 75,000 $0.05 22,500 $0.05 $291,377 Notes:
1) Outfall Structure is assumed to be a 10' long by 5' wide by 10 high concrete box with 10" thick walls. Total concrete volume is approx. 11 cys 2) Detention Basin Credit - Reimbursement is calculated by subtracting the total basin improvement credit from the total basin land credit. 3) Credit/Reimbursements amounts were estimated using the above methodology due to absence of detailed design information that would allow a more traditional line by line comparison of estimated costs against the Zone 11A published reimbursement schedule.

Such a comparison will be included in future updates of the financing plan as design specific information becomes available. 4) Zone 11A does not reimburse for basin land, landscaping, access roads and paving that is not needed for the mission of its maintenance crews, or costs in excess of the Agency's published unit price reimbursement schedule. 5) Land costs and reimbursements for detention basins are included in the land equalization program. 6) Hydroseed area assumed to be 50' x Length of basin perimeter 7) Landscape area assumed to be 15' x Length of basin perimeter SunCreek 3
Outfall Structure

CREDIT - REIMBURSEMENT DETENTION/WATER QUALITY/HYDRO-MODIFICATION BASINS SunCreek 3
SunCreek 4
Improvements
HydroSeed
Improvements
SunCreek 5
SunCreek 6
SunCreek 7
SunCreek 9
SunCreek 8
SunCreek 8
SunCreek 6
BASIN No.

SunCreek 7
SunCreek 9
Basin Land
Landscape
SunCreek 4
SunCreek 5
Basin Excavation
SunCreek 1
SunCreek 2
SunCreek 2
SunCreek 1
Basin Land

CONSTRUCTION COST DETENTION/WATER QUALITY/HYDRO-MODIFICATION BASINS Basin Excavation
BASIN No.

Outfall Structure Landscape
Improvements
HydroSeed
Improvements
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 74 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000
D. SANITARY SEWER SYSTEM IMPROVEMENTS - Exhibit E

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST

1. Gravity Sanitary Sewer System
SS101 21" Sanitary Sewer System
21" Sanitary Trunk Sewer (22-ft. depth) 160 LF $270 $43,200 $270.00 ($43,200) $0 21" Sanitary Trunk Sewer (24-ft.depth) 660 LF $280 $184,800 $280.00 ($184,800) $0 21" Sanitary Trunk Sewer (26-ft.depth) 400 LF $290 $116,000 $290.00 ($116,000) $0 21" Sanitary Trunk Sewer (28-ft.depth) 400 LF $300 $120,000 $300.00 ($120,000) $0 21" Sanitary Trunk Sewer (32-ft.depth) 200 LF $310 $62,000 $310.00 ($62,000) $0 48" Sanitary Trunk Sewer Manhole (24-ft. depth) 1 EA $12,400 $12,400 $12,400.00 ($12,400) $0 48" Sanitary Trunk Sewer Manhole (26-ft. depth) 1 EA $13,000 $13,000 $13,000.00 ($13,000) $0 48" Sanitary Trunk Sewer Manhole (28-ft. depth) 1 EA $13,600 $13,600 $13,600.00 ($13,600) $0 48" Sanitary Trunk Sewer Manhole (30-ft. depth) 1 EA $14,200 $14,200 $14,200.00 ($14,200) $0 60" Sanitary Trunk Sewer Manhole (22-ft. depth) 1 EA $16,000 $16,000 $16,000.00 ($16,000) $0 60" Sanitary Trunk Sewer Manhole (24-ft. depth) 1 EA $17,000 $17,000 $17,000.00 ($17,000) $0 Subtotal Raw Construction Cost $612,200 ($612,200) $0
Contingency (20%) $122,400 $122,400
Contingency Credits (20%) ($122,400) ($122,400)
Engineering/Plan Check/Inspection (15%) $91,800 $91,800 Engineering/Plan Check/Inspection Credits (15%) ($91,800) ($91,800) Total Cost $826,400 ($826,400) $0
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 75 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
SS102 15" Sanitary Sewer System
15" Sanitary Trunk Sewer (12-ft. depth) 480 LF $200 $96,000 $200.00 ($96,000) $0 15" Sanitary Trunk Sewer (16-ft. depth) 240 LF $220 $52,800 $220.00 ($52,800) $0 48" Sanitary Trunk Sewer Manhole (8-ft. depth) 3 EA $7,000 $21,000 $7,000.00 ($21,000) $0 48" Sanitary Trunk Sewer Manhole (10-ft. depth) 3 EA $7,700 $23,100 $7,700.00 ($23,100) $0 48" Sanitary Trunk Sewer Manhole (12-ft. depth) 1 EA $8,300 $8,300 $8,300.00 ($8,300) $0 48" Sanitary Trunk Sewer Manhole (16-ft. depth) 1 EA $10,600 $10,600 $10,600.00 ($10,600) $0 Subtotal Raw Construction Cost $211,800 ($211,800) $0
Contingency (20%) $42,400 $42,400
Contingency Credits (20%) ($42,400) ($42,400)
Engineering/Plan Check/Inspection (15%) $31,800 $31,800 Engineering/Plan Check/Inspection Credits (15%) ($31,800) ($31,800) Total Cost $286,000 ($286,000) $0
SS103 12" Sanitary Sewer System
12" Sanitary Trunk Sewer (12-ft. depth) 1,110 LF $110 $122,100 $110.00 ($122,100) $0 12" Sanitary Trunk Sewer (14-ft. depth) 1,070 LF $120 $128,400 $120.00 ($128,400) $0 12" Sanitary Trunk Sewer (16-ft. depth) 700 LF $130 $91,000 $130.00 ($91,000) $0 48" Sanitary Trunk Sewer Manhole (10-ft. depth) 1 EA $7,700 $7,700 $7,700.00 ($7,700) $0 48" Sanitary Trunk Sewer Manhole (12-ft. depth) 1 EA $8,300 $8,300 $8,300.00 ($8,300) $0 48" Sanitary Trunk Sewer Manhole (14-ft. depth) 3 EA $9,100 $27,300 $9,100.00 ($27,300) $0 60" Sanitary Trunk Sewer Manhole (22-ft. depth) 4 EA $16,000 $64,000 $16,000.00 ($64,000) $0 60" Sanitary Trunk Sewer Manhole (24-ft. depth) 1 EA $17,000 $17,000 $17,000.00 ($17,000) $0 Subtotal Raw Construction Cost $465,800 ($465,800) $0
Contingency (20%) $93,200 $93,200
Contingency Credits (20%) ($93,200) ($93,200)
Engineering/Plan Check/Inspection (15%) $69,900 $69,900 Engineering/Plan Check/Inspection Credits (15%) ($69,900) ($69,900) Total Cost $628,900 ($628,900) $0
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 76 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
SS201 15" Sanitary Sewer System: Kiefer Blvd
15" Sanitary Trunk Sewer (10-ft. depth) 1,000 LF $190 $190,000 $190.00 ($190,000) $0 15" Sanitary Trunk Sewer (12-ft. depth) 225 LF $200 $45,000 $200.00 ($45,000) $0 15" Sanitary Trunk Sewer (18-ft. depth) 805 LF $230 $185,150 $230.00 ($185,150) $0 15" Sanitary Trunk Sewer (20-ft. depth) 3,070 LF $240 $736,800 $240.00 ($736,800) $0 48" Sanitary Trunk Sewer Manhole (10-ft. depth) 2 EA $7,700 $15,400 $7,700.00 ($15,400) $0 48" Sanitary Trunk Sewer Manhole (12-ft. depth) 1 EA $8,300 $8,300 $8,300.00 ($8,300) $0 48" Sanitary Trunk Sewer Manhole (18-ft. depth) 3 EA $10,900 $32,700 $10,900.00 ($32,700) $0 48" Sanitary Trunk Sewer Manhole (20-ft. depth) 4 EA $11,200 $44,800 $11,200.00 ($44,800) $0 Subtotal Raw Construction Cost $1,258,150 ($1,258,150) $0 Contingency (20%) $251,600 $251,600
Contingency Credits (20%) ($251,600) ($251,600)
Engineering/Plan Check/Inspection (15%) $188,700 $188,700 Engineering/Plan Check/Inspection Credits (15%) ($188,700) ($188,700) Total Cost $1,698,450 ($1,698,450) $0
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 77 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
SS301 15" Sanitary Sewer System
15" Sanitary Trunk Sewer (10-ft. depth) 920 LF $190 $174,800 $190.00 ($174,800) $0 15" Sanitary Trunk Sewer (12-ft. depth) 900 LF $200 $180,000 $200.00 ($180,000) $0 48" Sanitary Trunk Sewer Manhole (10-ft. depth) 3 EA $7,700 $23,100 $7,700.00 ($23,100) $0 48" Sanitary Trunk Sewer Manhole (12-ft. depth) 1 EA $8,300 $8,300 $8,300.00 ($8,300) $0 48" Sanitary Trunk Sewer Manhole (14-ft. depth) 1 EA $9,100 $9,100 $9,100.00 ($9,100) $0 Subtotal Raw Construction Cost $395,300 ($395,300) $0
Contingency (20%) $79,100 $79,100
Contingency Credits (20%) ($79,100) ($79,100)
Engineering/Plan Check/Inspection (15%) $59,300 $59,300 Engineering/Plan Check/Inspection Credits (15%) ($59,300) ($59,300) Total Cost $533,700 ($533,700) $0
SS501 10" Sanitary Sewer System: Park
10" Sanitary Sewer (14-ft. depth) 760 LF $130 $98,800 $130.00 ($98,800) $0 48" Sanitary Trunk Sewer Manhole (14-ft. depth) 2 EA $9,100 $18,200 $9,100.00 ($18,200) $0 Subtotal Raw Construction Cost $117,000 ($117,000) $0
Contingency (20%) $23,400 $23,400
Contingency Credits (20%) ($23,400) ($23,400)
Engineering/Plan Check/Inspection (15%) $17,600 $17,600 Engineering/Plan Check/Inspection Credits (15%) ($17,600) ($17,600) Total Cost $158,000 ($158,000) $0
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 78 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
SS502 10" Sanitary Sewer System: West Park Dr
10" Sanitary Sewer (12-ft. depth) 320 LF $105 $33,600 $105.00 ($33,600) $0 48" Sanitary Trunk Sewer Manhole (10-ft. depth) 1 EA $7,700 $7,700 $7,700.00 ($7,700) $0 48" Sanitary Trunk Sewer Manhole (12-ft. depth) 1 EA $8,300 $8,300 $8,300.00 ($8,300) $0 Subtotal Raw Construction Cost $49,600 ($49,600) $0
Contingency (20%) $9,900 $9,900
Contingency Credits (20%) ($9,900) ($9,900)
Engineering/Plan Check/Inspection (15%) $7,400 $7,400
Engineering/Plan Check/Inspection Credits (15%) ($7,400) ($7,400) Total Cost $66,900 ($66,900) $0
SS601 15" & 18" Sanitary Sewer System: School
15" Sanitary Trunk Sewer (20-ft. depth) 810 LF $240 $194,400 $240.00 ($194,400) $0 18" Sanitary Trunk Sewer (22-ft. depth) 1,140 LF $325 $370,500 $325.00 ($370,500) $0 60" Sanitary Trunk Sewer Manhole (18-ft. depth) 2 EA $15,000 $30,000 $15,000.00 ($30,000) $0 60" Sanitary Trunk Sewer Manhole (22-ft. depth) 2 EA $16,000 $32,000 $16,000.00 ($32,000) $0 60" Sanitary Trunk Sewer Manhole (24-ft. depth) 1 EA $17,000 $17,000 $17,000.00 ($17,000) $0 Subtotal Raw Construction Cost $643,900 ($643,900) $0
Contingency (20%) $128,800 $128,800
Contingency Credits (20%) ($128,800) ($128,800)
Engineering/Plan Check/Inspection (15%) $96,600 $96,600 Engineering/Plan Check/Inspection Credits (15%) ($96,600) ($96,600) Total Cost $869,300 ($869,300) $0
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 79 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
SS602 15" Sanitary Sewer System: Americanos Blvd
15" Sanitary Trunk Sewer (20-ft. depth) 280 LF $240 $67,200 $240.00 ($67,200) $0 48" Sanitary Trunk Sewer Manhole (16-ft. depth) 1 EA $10,600 $10,600 $10,600.00 ($10,600) $0 Subtotal Raw Construction Cost $77,800 ($77,800) $0
Contingency (20%) $15,600 $15,600
Contingency Credits (20%) ($15,600) ($15,600)
Engineering/Plan Check/Inspection (15%) $11,700 $11,700 Engineering/Plan Check/Inspection Credits (15%) ($11,700) ($11,700) Total Cost $105,100 ($105,100) $0
SS603 15" Sanitary Sewer System: Americanos Blvd
15" Sanitary Trunk Sewer (20-ft. depth) 1,350 LF $240 $324,000 $240.00 ($324,000) $0 48" Sanitary Trunk Sewer Manhole (16-ft. depth) 2 EA $10,600 $21,200 $10,600.00 ($21,200) $0 60" Sanitary Trunk Sewer Manhole (18-ft. depth) 1 EA $15,000 $15,000 $15,000.00 ($15,000) $0 Subtotal Raw Construction Cost $360,200 ($360,200) $0
Contingency (20%) $72,000 $72,000
Contingency Credits (20%) ($72,000) ($72,000)
Engineering/Plan Check/Inspection (15%) $54,000 $54,000 Engineering/Plan Check/Inspection Credits (15%) ($54,000) ($54,000) Total Cost $486,200 ($486,200) $0
SS701 12" Sanitary Sewer System
12" Sanitary Trunk Sewer (12-ft. depth) 365 LF $110 $40,150 $110.00 ($40,150) $0 12" Sanitary Trunk Sewer (14-ft. depth) 400 LF $120 $48,000 $120.00 ($48,000) $0 12" Sanitary Trunk Sewer (16-ft. depth) 800 LF $130 $104,000 $130.00 ($104,000) $0 48" Sanitary Trunk Sewer Manhole (10-ft. depth) 1 EA $7,700 $7,700 $7,700.00 ($7,700) $0 48" Sanitary Trunk Sewer Manhole (14-ft. depth) 2 EA $9,100 $18,200 $9,100.00 ($18,200) $0 48" Sanitary Trunk Sewer Manhole (16-ft. depth) 1 EA $10,600 $10,600 $10,600.00 ($10,600) $0 Subtotal Raw Construction Cost $228,650 ($228,650) $0
Contingency (20%) $45,700 $45,700
Contingency Credits (20%) ($45,700) ($45,700)
Engineering/Plan Check/Inspection (15%) $34,300 $34,300 P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 80 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
Engineering/Plan Check/Inspection Credits (15%) ($34,300) ($34,300) Total Cost $308,650 ($308,650) $0
Total Gravity Sanitary Sewer System $5,967,600 -$5,967,600 $0 Use $5,967,600 ($5,967,600) $0
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 81 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST

2. Pump Station and Force Mains
SS104 8" Force Main: Sunrise Blvd to Kiefer Blvd
8" Force Main (Shed B - Anatolia III Lift Station
Connection) 4,810 LF $200 $962,000 $200.00 ($962,000) $0 48" Sanitary Trunk Sewer Manhole (10-ft. depth) 1 EA $7,700 $7,700 $7,700.00 ($7,700) $0 Subtotal Raw Construction Cost $969,700 ($969,700) $0
Contingency (20%) $193,900 $193,900
Contingency Credits (20%) ($193,900) ($193,900)
Engineering/Plan Check/Inspection (15%) $145,500 $145,500 Engineering/Plan Check/Inspection Credits (15%) ($145,500) ($145,500) Total Cost $1,309,100 ($1,309,100) $0
SS105 12" Force Main: Sunrise Blvd to Chrysanthy Pump Station 12" Force Main (Shed B - Sunrise Connection) 12,045 LF $240 $2,890,800 $240.00 ($2,890,800) $0 48" Sanitary Trunk Sewer Manhole (10-ft. depth) 2 EA $7,700 $15,400 $7,700.00 ($15,400) $0 Subtotal Raw Construction Cost $2,906,200 ($2,906,200) $0 Contingency (20%) $581,200 $581,200
Contingency Credits (20%) ($581,200) ($581,200)
Engineering/Plan Check/Inspection (15%) $435,900 $435,900 Engineering/Plan Check/Inspection Credits (15%) ($435,900) ($435,900) Total Cost $3,923,300 ($3,923,300) $0
SS106 Pump Station B: Sunrise Blvd
SunCreek Sewer Pump Station B 3.13 MGD $1,000,000 $3,130,000 $1,000,000 ($3,130,000) $0 21" Sanitary Trunk Sewer (32-ft.depth) 100 LF $310 $31,000 $310.00 ($31,000) $0 Subtotal Raw Construction Cost $3,161,000 ($3,161,000) $0 Contingency (20%) $632,200 $632,200
Contingency Credits (20%) ($632,200) ($632,200)
Engineering/Plan Check/Inspection (15%) $474,200 $474,200 Engineering/Plan Check/Inspection Credits (15%) ($474,200) ($474,200) Total Cost $4,267,400 ($4,267,400) $0
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 82 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
SS107 Chrysanthy Pump Station Upgrades
Chrysanthy Pump Station Upgrades 1 LS $200,000 $200,000 $200,000.00 ($200,000) $0 Subtotal Raw Construction Cost $200,000 ($200,000) $0
Contingency (20%) $40,000 $40,000
Contingency Credits (20%) ($40,000) ($40,000)
Engineering/Plan Check/Inspection (15%) $30,000 $30,000 Engineering/Plan Check/Inspection Credits (15%) ($30,000) ($30,000) Total Cost $270,000 ($270,000) $0
SS503 12" Force Main: Central Park Dr
12" Force Main (Shed A - Chrysanthy Connection) 2,410 LF $240 $578,400 $240.00 ($578,400) $0 48" Sanitary Trunk Sewer Manhole (10-ft. depth) 2 EA $7,700 $15,400 $7,700.00 ($15,400) $0 Subtotal Raw Construction Cost $593,800 ($593,800) $0
Contingency (20%) $118,800 $118,800
Contingency Credits (20%) ($118,800) ($118,800)
Engineering/Plan Check/Inspection (15%) $89,100 $89,100 Engineering/Plan Check/Inspection Credits (15%) ($89,100) ($89,100) Total Cost $801,700 ($801,700) $0
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 83 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
SS505 12" Force Main: Rancho Cordova Pkwy
12" Force Main (Shed A - Chrysanthy Connection) 6,490 LF $240 $1,557,600 $240.00 ($1,557,600) $0 48" Sanitary Trunk Sewer Manhole (10-ft. depth) 1 EA $7,700 $7,700 $7,700.00 ($7,700) $0 Subtotal Raw Construction Cost $1,557,600 ($1,557,600) $0 Contingency (20%) $311,500 $311,500
Contingency Credits (20%) ($311,500) ($311,500)
Engineering/Plan Check/Inspection (15%) $233,600 $233,600 Engineering/Plan Check/Inspection Credits (15%) ($233,600) ($233,600) Total Cost $2,102,700 ($2,102,700) $0
SS604 Pump Station A: Public/Quasi Public
SunCreek Sewer Pump Station A 2.80 MGD $1,000,000 $2,800,000 $1,000,000 ($2,800,000) $0 Subtotal Raw Construction Cost $2,800,000 ($2,800,000) $0 Contingency (20%) $560,000 $560,000
Contingency Credits (20%) ($560,000) ($560,000)
Engineering/Plan Check/Inspection (15%) $420,000 $420,000 Engineering/Plan Check/Inspection Credits (15%) ($420,000) ($420,000) Total Cost $3,780,000 ($3,780,000) $0
Total Pump Station and Force Mains $16,454,200 ($16,454,200) $0 Use $16,454,200 ($16,454,200) $0

1. Gravity Sanitary Sewer System $5,967,600 ($5,967,600) $0

2. Pump Station and Force Mains $16,454,200 ($16,454,200) $0 $22,421,800 ($22,421,800) $0

SANITARY SEWER COST ESTIMATE SUMMARY

GRAND TOTAL SANITARY SEWER SYSTEM COST
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 84 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000
E. POTABLE WATER TRANSMISSION MAIN IMPROVEMENTS - Exhibit F

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST

1. Local Potable Water System Improvements
a. Low Pressure Potable Water
WM101 16" Water System: Sunrise Blvd
16" Water Transmission Main 2,670 LF $175 $467,250 $149.10 ($398,097) $69,153 16" Butterfly Valve Assembly 3 EA $7,100 $21,300 $6,370.00 ($19,110) $2,190 4" Blow-Off Valve & Box 1 EA $6,500 $6,500 $8,750.00 ($8,750) ($2,250) Subtotal Raw Construction Cost $495,050 ($425,957) $69,093 Contingency (20%) $99,000 $99,000
Engineering/Plan Check/Inspection (15%) $74,300 $74,300 Engineering/Plan Check/Inspection Credits (8%) ($34,100) ($34,100) Total Cost $668,350 ($460,057) $208,293
WM201 24" Water System: Rancho Cordova Pkwy
24" Water Transmission Main 2,640 LF $305 $805,200 $225.50 ($595,320) $209,880 24" Butterfly Valve Assembly 3 EA $16,000 $48,000 $12,103.00 ($36,309) $11,691 4" Blow-Off Valve & Box 1 EA $6,500 $6,500 $8,750.00 ($8,750) ($2,250) Subtotal Raw Construction Cost $859,700 ($640,379) $219,321 Contingency (20%) $171,900 $171,900
Engineering/Plan Check/Inspection (15%) $129,000 $129,000 Engineering/Plan Check/Inspection Credits (8%) ($51,200) ($51,200) Total Cost $1,160,600 ($691,579) $469,021
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 85 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
WM401 16" Water System: Kiefer Blvd
16" Water Transmission Main 4,010 LF $175 $701,750 $149.10 ($597,891) $103,859 16" Butterfly Valve Assembly 5 EA $7,100 $35,500 $6,370.00 ($31,850) $3,650 Subtotal Raw Construction Cost $737,250 ($629,741) $107,509 Contingency (20%) $147,500 $147,500
Engineering/Plan Check/Inspection (15%) $110,600 $110,600 Engineering/Plan Check/Inspection Credits (8%) ($50,400) ($50,400) Total Cost $995,350 ($680,141) $315,209
WM402 24" Water System: Central Park Dr
24" Water Transmission Main 1,380 LF $305 $420,900 $225.50 ($311,190) $109,710 24" Butterfly Valve Assembly 2 EA $16,000 $32,000 $12,103.00 $0 $32,000 Subtotal Raw Construction Cost $452,900 ($311,190) $141,710 Contingency (20%) $90,600 $90,600
Engineering/Plan Check/Inspection (15%) $67,900 $67,900 Engineering/Plan Check/Inspection Credits (8%) ($24,900) ($24,900) Total Cost $611,400 ($336,090) $275,310
WM403 24" Water System: Central Park Dr
24" Water Transmission Main 750 LF $305 $228,750 $225.50 ($169,125) $59,625 24" Butterfly Valve Assembly 1 EA $16,000 $16,000 $12,103.00 $0 $16,000 Subtotal Raw Construction Cost $244,750 ($169,125) $75,625 Contingency (20%) $49,000 $49,000
Engineering/Plan Check/Inspection (15%) $36,700 $36,700 Engineering/Plan Check/Inspection Credits (8%) ($13,500) ($13,500) Total Cost $330,450 ($182,625) $147,825
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 86 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
WM501 24" Water System: Central Park Dr
24" Water Transmission Main 2,000 LF $305 $610,000 $225.50 ($451,000) $159,000 24" Butterfly Valve Assembly 3 EA $16,000 $48,000 $12,103.00 $0 $48,000 Subtotal Raw Construction Cost $658,000 ($451,000) $207,000 Contingency (20%) $131,600 $131,600
Engineering/Plan Check/Inspection (15%) $98,700 $98,700 Engineering/Plan Check/Inspection Credits (8%) ($36,100) ($36,100) Total Cost $888,300 ($487,100) $401,200
WM502 12" & 24" Water System: West Park Dr
12" Water Transmission Main 1,610 LF $75 $120,750 $0.00 $0 $120,750 24" Water Transmission Main 510 LF $305 $155,550 $225.50 ($115,005) $40,545 12" Butterfly Valve Assembly 3 EA $3,200 $9,600 $4,077.00 $0 $9,600 24" Butterfly Valve Assembly 1 EA $16,000 $16,000 $12,103.00 $0 $16,000 Subtotal Raw Construction Cost $301,900 ($115,005) $186,895 Contingency (20%) $60,400 $60,400
Engineering/Plan Check/Inspection (15%) $45,300 $45,300 Engineering/Plan Check/Inspection Credits (8%) ($9,200) ($9,200) Total Cost $407,600 ($124,205) $283,395
WM503 18" Water System: North Campus Rd
18" Water Transmission Main 1,320 LF $205 $270,600 $170.80 ($225,456) $45,144 18" Butterfly Valve Assembly 2 EA $8,130 $16,260 $7,788.00 ($15,576) $684 Subtotal Raw Construction Cost $286,860 ($241,032) $45,828 Contingency (20%) $57,400 $57,400
Engineering/Plan Check/Inspection (15%) $43,000 $43,000 Engineering/Plan Check/Inspection Credits (8%) ($19,300) ($19,300) Total Cost $387,260 ($260,332) $126,928
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 87 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
WM504 18" Water System: North Campus Rd
18" Water Transmission Main 1,700 LF $205 $348,500 $170.80 ($290,360) $58,140 18" Butterfly Valve Assembly 2 EA $8,130 $16,260 $7,788.00 ($15,576) $684 Subtotal Raw Construction Cost $364,760 ($305,936) $58,824 Contingency (20%) $73,000 $73,000
Engineering/Plan Check/Inspection (15%) $54,700 $54,700 Engineering/Plan Check/Inspection Credits (8%) ($24,500) ($24,500) Total Cost $492,460 ($330,436) $162,024
WM505 24" Water System: Park
24" Water Transmission Main 620 LF $305 $189,100 $225.50 ($139,810) $49,290 24" Butterfly Valve Assembly 2 EA $16,000 $32,000 $12,103.00 ($24,206) $7,794 Subtotal Raw Construction Cost $221,100 ($164,016) $57,084 Contingency (20%) $44,200 $44,200
Engineering/Plan Check/Inspection (15%) $33,200 $33,200 Engineering/Plan Check/Inspection Credits (8%) ($13,100) ($13,100) Total Cost $298,500 ($177,116) $121,384
WM601 18" Water System: North Campus Rd
18" Water Transmission Main 1,424 LF $205 $291,920 $170.80 ($243,219) $48,701 18" Butterfly Valve Assembly 1 EA $8,130 $8,130 $7,788.00 ($7,788) $342 24" Butterfly Valve Assembly 1 EA $16,000 $16,000 $12,103.00 ($12,103) $3,897 Subtotal Raw Construction Cost $300,050 ($251,007) $49,043 Contingency (20%) $60,000 $60,000
Engineering/Plan Check/Inspection (15%) $45,000 $45,000 Engineering/Plan Check/Inspection Credits (8%) ($20,100) ($20,100) Total Cost $405,050 ($271,107) $133,943
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 88 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
WM701 24" Water System: Kiefer Blvd
24" Water Transmission Main 1,030 LF $305 $314,150 $225.50 ($232,265) $81,885 24" Butterfly Valve Assembly 1 EA $16,000 $16,000 $12,103.00 ($12,103) $3,897 4" Blow-Off Valve & Box 1 EA $6,500 $6,500 $8,750.00 ($8,750) ($2,250) Subtotal Raw Construction Cost $336,650 ($253,118) $83,532 Contingency (20%) $67,300 $67,300
Engineering/Plan Check/Inspection (15%) $50,500 $50,500 Engineering/Plan Check/Inspection Credits (8%) ($20,200) ($20,200) Total Cost $454,450 ($273,318) $181,132
WM702 24" Water System: Americanos Blvd
24" Water Transmission Main 2270 LF $305 $692,350 $225.50 ($511,885) $180,465 24" Butterfly Valve Assembly 3 EA $16,000 $48,000 $12,103.00 ($36,309) $11,691 Subtotal Raw Construction Cost $740,350 ($548,194) $192,156 Contingency (20%) $148,100 $148,100
Engineering/Plan Check/Inspection (15%) $111,100 $111,100 Engineering/Plan Check/Inspection Credits (8%) ($43,900) ($43,900) Total Cost $999,550 ($592,094) $407,456
WM703 24" Water System: Americanos Blvd
24" Water Transmission Main 380 LF $305 $115,900 $225.50 ($85,690) $30,210 24" Butterfly Valve Assembly 1 EA $16,000 $16,000 $12,103.00 ($12,103) $3,897 Subtotal Raw Construction Cost $131,900 ($97,793) $34,107 Contingency (20%) $26,400 $26,400
Engineering/Plan Check/Inspection (15%) $19,800 $19,800 Engineering/Plan Check/Inspection Credits (8%) ($7,800) ($7,800) Total Cost $178,100 ($105,593) $72,507
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 89 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
WM704 24" Water System: Americanos Blvd
24" Water Transmission Main 740 LF $305 $225,700 $225.50 ($166,870) $58,830 Subtotal Raw Construction Cost $225,700 ($166,870) $58,830 Contingency (20%) $45,100 $45,100
Engineering/Plan Check/Inspection (15%) $33,900 $33,900 Engineering/Plan Check/Inspection Credits (8%) ($13,300) ($13,300) Total Cost $304,700 ($180,170) $124,530
WM801 24" Water System: Americanos Blvd
24" Water Transmission Main 1,414 LF $305 $431,270 225.50$ ($318,857) $112,413 24" Butterfly Valve Assembly 3 EA $16,000 $48,000 12,103.00$ ($36,309) $11,691 Subtotal Raw Construction Cost $479,270 ($355,166) $124,104 Contingency (20%) $95,900 $95,900
Engineering/Plan Check/Inspection (15%) $71,900 $71,900 Engineering/Plan Check/Inspection Credits (8%) ($28,400) ($28,400) Total Cost $647,070 ($383,566) $263,504
WM802 24" Water System: Americanos Blvd
24" Water Transmission Main 1,370 LF $305 $417,850 225.50$ ($308,935) $108,915 24" Butterfly Valve Assembly 1 EA $16,000 $16,000 12,103.00$ ($12,103) $3,897 Subtotal Raw Construction Cost $433,850 ($321,038) $112,812 Contingency (20%) $86,800 $86,800
Engineering/Plan Check/Inspection (15%) $65,100 $65,100 Engineering/Plan Check/Inspection Credits (8%) ($25,700) ($25,700) Total Cost $585,750 ($346,738) $239,012
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 90 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
WM803 18" Water System: North Campus Rd
18" Water Transmission Main 1,434 LF $205 $293,970 170.80$ ($244,927) $49,043 18" Butterfly Valve Assembly 2 EA $8,130 $16,260 7,788.00$ ($15,576) $684 Subtotal Raw Construction Cost $310,230 ($260,503) $49,727 Contingency (20%) $62,000 $62,000
Engineering/Plan Check/Inspection (15%) $46,500 $46,500 Engineering/Plan Check/Inspection Credits (8%) ($20,800) ($20,800) Total Cost $418,730 ($281,303) $137,427
WM901 24" Water System: Chrysanthy Blvd
24" Water Transmission Main 1,340 LF $305 $408,700 $225.50 ($302,170) $106,530 24" Butterfly Valve Assembly 2 EA $16,000 $32,000 $12,103.00 ($24,206) $7,794 4" Blow-Off Valve & Box 1 EA $6,500 $6,500 $8,750.00 ($8,750) ($2,250) Subtotal Raw Construction Cost $447,200 ($335,126) $112,074 Contingency (20%) $89,400 $89,400
Engineering/Plan Check/Inspection (15%) $67,100 $67,100 Engineering/Plan Check/Inspection Credits (8%) ($26,800) ($26,800) Total Cost $603,700 ($361,926) $241,774
WM902 24" Water System: Chrysanthy Blvd
24" Water Transmission Main 130 LF $305 $39,650 225.50$ ($29,315) $10,335 24" Butterfly Valve Assembly 2 EA $16,000 $32,000 12,103.00$ ($24,206) $7,794 Subtotal Raw Construction Cost $71,650 ($53,521) $18,129 Contingency (20%) $14,300 $14,300
Engineering/Plan Check/Inspection (15%) $10,700 $10,700 Engineering/Plan Check/Inspection Credits (8%) ($4,300) ($4,300) Total Cost $96,650 ($57,821) $38,829
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 91 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
WM906 24" Water System: Americanos Blvd
24" Water Transmission Main 50 LF $305 $15,250 $225.50 ($11,275) $3,975 24" Butterfly Valve Assembly 1 EA $16,000 $16,000 $12,103.00 ($12,103) $3,897 4" Blow-Off Valve & Box 1 EA $6,500 $6,500 $8,750.00 ($8,750) ($2,250) Subtotal Raw Construction Cost $37,750 ($32,128) $5,622 Contingency (20%) $7,600 $7,600
Engineering/Plan Check/Inspection (15%) $5,700 $5,700
Engineering/Plan Check/Inspection Credits (8%) ($2,600) ($2,600) Total Cost $51,050 ($34,728) $16,322
WM907 24" Water System: Americanos Blvd
24" Water Transmission Main 1,960 LF $305 $597,800 225.50$ ($441,980) $155,820 24" Butterfly Valve Assembly 2 EA $16,000 $32,000 12,103.00$ ($24,206) $7,794 Subtotal Raw Construction Cost $629,800 ($466,186) $163,614 Contingency (20%) $126,000 $126,000
Engineering/Plan Check/Inspection (15%) $94,500 $94,500 Engineering/Plan Check/Inspection Credits (8%) ($37,300) ($37,300) Total Cost $850,300 ($503,486) $346,814
Total Low Pressure Potable Water $11,835,370 ($7,121,531) $4,713,839 P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 92 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
b. High Pressure Potable Water
WM904 16" Water System: Chrysanthy Blvd
16" Water Transmission Main 3,810 LF $175 $666,750 149.10$ ($568,071) $98,679 16" Butterfly Valve Assembly 4 EA $7,100 $28,400 6,370.00$ ($25,480) $2,920 Subtotal Raw Construction Cost $695,150 ($593,551) $101,599 Contingency (20%) $139,000 $139,000
Engineering/Plan Check/Inspection (15%) $104,300 $104,300 Engineering/Plan Check/Inspection Credits (8%) ($47,500) ($47,500) Total Cost $938,450 ($641,051) $297,399
Total High Pressure Potable Water $938,450 ($641,051) $297,399 Total Local Potable Water System Improvements $12,773,820 ($7,762,582) $5,011,238 Use $12,773,800 ($7,762,600) $5,011,200

2. Regional Potable Water System Improvements
WM506 Sunrise Douglas 2: Booster Pump Station
Sunrise Douglas 2: Booster Pump Station 1 EA $0 $0 $0.00 $0 $0 (Future Facility to be constructed by Zone 40)
Subtotal Raw Construction Cost $0 $0 $0
Contingency (20%) $0 $0
Engineering/Plan Check/Inspection (15%) $0 $0
Engineering/Plan Check/Inspection Credits (8%) $0 $0
Total Cost $0 $0 $0
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 93 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
WM903 20" Water System: Chrysanthy Blvd
20" Water Transmission Main 4,040 LF $0 $0 $0.00 $0 $0
(Future Facility to be constructed by Zone 40)
20" Butterfly Valve Assembly 4 EA $0 $0 $0.00 $0 $0
4" Blow-Off Valve & Box 1 EA $0 $0 $0.00 $0 $0
Pressure Reducing Station High to Low Pressure 1 EA $0 $0 $0.00 $0 $0 (Future Facility to be constructed by Zone 40)
Subtotal Raw Construction Cost $0 $0 $0
Contingency (20%) $0 $0 $0
Engineering/Plan Check/Inspection (15%) $0 $0
Engineering/Plan Check/Inspection Credits (8%) $0 $0
Total Cost $0 $0 $0
WM905 24" Water System: Grant Line Rd
24" Water Transmission Main 1,850 LF $305 $564,250 $225.50 ($417,175) $147,075 24" Butterfly Valve Assembly 2 EA $16,000 $32,000 $12,103.00 ($24,206) $7,794 4" Blow-Off Valve & Box 1 EA $6,500 $6,500 $8,750.00 ($8,750) ($2,250) Subtotal Raw Construction Cost $602,750 ($450,131) $152,619 Contingency (20%) $120,600 $120,600
Engineering/Plan Check/Inspection (15%) $90,400 $90,400 Engineering/Plan Check/Inspection Credits (8%) ($36,000) ($36,000) Total Cost $813,750 ($486,131) $327,619
Total Regional Potable Water System Improvements $813,750 ($486,131) $327,619 Use $813,800 ($486,100) $327,600
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 94 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST

1. Local Potable Water System Improvements $12,773,800 ($7,762,600) $5,011,200

2. Regional Potable Water System Improvements $813,800 ($486,100) $327,600 $13,587,600 ($8,248,700) $5,338,800

POTABLE WATER TRANSMISSION MAIN COST ESTIMATE SUMMARY

GRAND TOTAL POTABLE WATER TRANSMISSION MAIN COST
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 95 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000
F. PARK CORRIDORS AND TRAILS SYSTEM IMPROVEMENTS - Exhibit G

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
UNIT
PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST

1. Park Corridors and Trails System
TR101 10' Secondary Trail: Kiefer Boulevard
14-ft Wide Trail, 10-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 2,600 LF $48 $124,800 $0 $0 $124,800 Subtotal Raw Construction Cost $124,800 $0 $124,800
Contingency (20%) $25,000 $0 $25,000
Engineering/Plan Check/Inspection (15%) $18,700 $0 $18,700 Total Cost $168,500 $0 $168,500
TR102 10' Secondary Trail
14-ft Wide Trail, 10-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 6,170 LF $48 $296,160 $0 $0 $296,160 Subtotal Raw Construction Cost $296,160 $0 $296,160
Contingency (20%) $59,200 $0 $59,200
Engineering/Plan Check/Inspection (15%) $44,400 $0 $44,400 Total Cost $399,760 $0 $399,760
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 96 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
UNIT
PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
TR103 Pedestrian/Bike At-Grade Crossing #1
Pedestrian/Bike At-Grade Signalized Safety Crossing #1 1 EA $0 $0 $0 $0 $0 Subtotal Raw Construction Cost $0 $0 $0
Contingency (20%) $0 $0 $0
Engineering/Plan Check/Inspection (15%) $0 $0 $0
Total Cost 1,6 $0 $0 $0
TR201 12' Primary & 10' Secondary Trail: Kiefer Boulevard 16-ft Wide Trail, 12-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 4,260 LF $55 $234,300 $0 $0 $234,300 14-ft Wide Trail, 10-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 1,040 LF $48 $49,920 $0 $0 $49,920 Subtotal Raw Construction Cost $284,220 $0 $284,220
Contingency (20%) $56,800 $0 $56,800
Engineering/Plan Check/Inspection (15%) $42,600 $0 $42,600 Total Cost $383,620 $0 $383,620
TR202 12' Primary Trail
16-ft Wide Trail, 12-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 2,790 LF $55 $153,450 $0 $0 $153,450 Subtotal Raw Construction Cost $153,450 $0 $153,450
Contingency (20%) $30,700 $0 $30,700
Engineering/Plan Check/Inspection (15%) $23,000 $0 $23,000 Total Cost $207,150 $0 $207,150
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 97 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
UNIT
PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
TR203 Pedestrian/Bike Grade Separated Crossing #2
Pedestrian/Bike Grade Separated Crossing #2A 1 EA $3,036,100 $3,036,100 $3,036,100 ($3,036,100) $0 Subtotal Raw Construction Cost $3,036,100 ($3,036,100) $0 Contingency (20%) $607,200 ($607,200) $0
Engineering/Plan Check/Inspection (15%) $455,400 ($455,400) $0 Total Cost 2,6 $4,098,700 ($4,098,700) $0
TR204 Pedestrian/Bike Grade Separated Crossing #2
Pedestrian/Bike Grade Separated Crossing #2B 1 EA $3,036,100 $3,036,100 $3,036,100 ($3,036,100) $0 Subtotal Raw Construction Cost $3,036,100 ($3,036,100) $0 Contingency (20%) $607,200 ($607,200) $0
Engineering/Plan Check/Inspection (15%) $455,400 ($455,400) $0 Total Cost 2,6 $4,098,700 ($4,098,700) $0
TR205 10' Secondary Trail
14-ft Wide Trail, 10-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 1,220 LF $48 $58,560 $0 $0 $58,560 Subtotal Raw Construction Cost $58,560 $0 $58,560
Contingency (20%) $11,700 $0 $11,700
Engineering/Plan Check/Inspection (15%) $8,800 $0 $8,800 Total Cost3 $79,060 $0 $79,060
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 98 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
UNIT
PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
TR301 10' Secondary Trail
14-ft Wide Trail, 10-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 1,590 LF $48 $76,320 $0 $0 $76,320 Subtotal Raw Construction Cost $76,320 $0 $76,320
Contingency (20%) $15,300 $0 $15,300
Engineering/Plan Check/Inspection (15%) $11,400 $0 $11,400 Total Cost $103,020 $0 $103,020
TR401 12' Primary Trail
16-ft Wide Trail, 12-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 4,110 LF $55 $226,050 $0 $0 $226,050 Subtotal Raw Construction Cost $226,050 $0 $226,050
Contingency (20%) $45,200 $0 $45,200
Engineering/Plan Check/Inspection (15%) $33,900 $0 $33,900 Total Cost4 $305,150 $0 $305,150
TR402 Pedestrian/Bike At-Grade Crossing #3
Pedestrian/Bike At-Grade Signalized Safety Crossing #3 1 EA $43,000 $43,000 $0 $0 $43,000 Subtotal Raw Construction Cost $43,000 $0 $43,000
Contingency (20%) $8,600 $0 $8,600
Engineering/Plan Check/Inspection (15%) $6,500 $0 $6,500 Total Cost6 $58,100 $0 $58,100
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 99 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
UNIT
PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
TR501 10' Secondary Trail
14-ft Wide Trail, 10-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 2,580 LF $48 $123,840 $0 $0 $123,840 Subtotal Raw Construction Cost $123,840 $0 $123,840
Contingency (20%) $24,800 $0 $24,800
Engineering/Plan Check/Inspection (15%) $18,600 $0 $18,600 Total Cost $167,240 $0 $167,240
TR502 10' Secondary Trail: West Park Drive
14-ft Wide Trail, 10-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 1,940 LF $48 $93,120 $0 $0 $93,120 Subtotal Raw Construction Cost $93,120 $0 $93,120
Contingency (20%) $18,600 $0 $18,600
Engineering/Plan Check/Inspection (15%) $14,000 $0 $14,000 Total Cost $125,720 $0 $125,720
TR503 10' Secondary Trail: Central Park Drive
14-ft Wide Trail, 10-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 680 LF $48 $32,640 $0 $0 $32,640 Subtotal Raw Construction Cost $32,640 $0 $32,640
Contingency (20%) $6,500 $0 $6,500
Engineering/Plan Check/Inspection (15%) $4,900 $0 $4,900 Total Cost $44,040 $0 $44,040
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 100 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
UNIT
PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
TR504 Pedestrian/Bike At-Grade Crossing #4
Pedestrian/Bike At-Grade Signalized Safety Crossing #4 1 EA $43,000 $43,000 $0 $0 $43,000 Subtotal Raw Construction Cost $43,000 $0 $43,000
Contingency (20%) $8,600 $0 $8,600
Engineering/Plan Check/Inspection (15%) $6,500 $0 $6,500 Total Cost6 $58,100 $0 $58,100
TR601 10' Secondary Trail: Central Park Drive
14-ft Wide Trail, 10-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 630 LF $48 $30,240 $0 $0 $30,240 Subtotal Raw Construction Cost $30,240 $0 $30,240
Contingency (20%) $6,000 $0 $6,000
Engineering/Plan Check/Inspection (15%) $4,500 $0 $4,500 Total Cost $40,740 $0 $40,740
TR602 12' Primary Trail: Central Park to Americanos
16-ft Wide Trail, 12-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 1,100 LF $55 $60,500 $0 $0 $60,500 Subtotal Raw Construction Cost $60,500 $0 $60,500
Contingency (20%) $12,100 $0 $12,100
Engineering/Plan Check/Inspection (15%) $9,100 $0 $9,100 Total Cost $81,700 $0 $81,700
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 101 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
UNIT
PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
TR603 12' Primary Trail: Americanos Blvd.
16-ft Wide Trail, 12-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 810 LF $55 $44,550 $0 $0 $44,550 Subtotal Raw Construction Cost $44,550 $0 $44,550
Contingency (20%) $8,900 $0 $8,900
Engineering/Plan Check/Inspection (15%) $6,700 $0 $6,700 Total Cost $60,150 $0 $60,150
TR604 10' Secondary Trail
14-ft Wide Trail, 10-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 480 LF $48 $23,040 $0 $0 $23,040 Subtotal Raw Construction Cost $23,040 $0 $23,040
Contingency (20%) $4,600 $0 $4,600
Engineering/Plan Check/Inspection (15%) $3,500 $0 $3,500 Total Cost $31,140 $0 $31,140
TR605 Pedestrian/Bike At-Grade Crossing #5
Pedestrian/Bike At-Grade Signalized Safety Crossing #5 1 EA $43,000 $43,000 $0 $0 $43,000 Subtotal Raw Construction Cost $43,000 $0 $43,000
Contingency (20%) $8,600 $0 $8,600
Engineering/Plan Check/Inspection (15%) $6,500 $6,500
Total Cost6 $58,100 $0 $58,100
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 102 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
UNIT
PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
TR606 Pedestrian/Bike At-Grade Crossing #6
Pedestrian/Bike At-Grade Signalized Safety Crossing #6 1 EA $0 $0 $0 $0 $0 Subtotal Raw Construction Cost $0 $0 $0
Contingency (20%) $0 $0 $0
Engineering/Plan Check/Inspection (15%) $0 $0 $0
Total Cost 5,6 $0 $0 $0
TR701 10' Secondary Trail
14-ft Wide Trail, 10-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 7,340 LF $48 $352,320 $0 $0 $352,320 Subtotal Raw Construction Cost $352,320 $0 $352,320
Contingency (20%) $70,500 $0 $70,500
Engineering/Plan Check/Inspection (15%) $52,800 $0 $52,800 Total Cost $475,620 $0 $475,620
TR801 12' Primary Trail: Americanos Blvd.
16-ft Wide Trail, 12-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 2,210 LF $55 $121,550 $0 $0 $121,550 Subtotal Raw Construction Cost $121,550 $0 $121,550
Contingency (20%) $24,300 $0 $24,300
Engineering/Plan Check/Inspection (15%) $18,200 $0 $18,200 Total Cost $164,050 $0 $164,050
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 103 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
UNIT
PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
TR802 12' Primary Trail
16-ft Wide Trail, 12-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 1,600 LF $55 $88,000 $0 $0 $88,000 Subtotal Raw Construction Cost $88,000 $0 $88,000
Contingency (20%) $17,600 $0 $17,600
Engineering/Plan Check/Inspection (15%) $13,200 $0 $13,200 Total Cost $118,800 $0 $118,800
TR803 12' Primary Trail: Americanos Blvd.
16-ft Wide Trail, 12-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 560 LF $55 $30,800 $0 $0 $30,800 Subtotal Raw Construction Cost $30,800 $0 $30,800
Contingency (20%) $6,200 $0 $6,200
Engineering/Plan Check/Inspection (15%) $4,600 $0 $4,600 Total Cost $41,600 $0 $41,600
TR804 Pedestrian/Bike Grade Separated Crossing #7
Pedestrian/Bike Grade Separated Crossing #7 1 EA $2,856,700 $2,856,700 $2,856,700 ($2,856,700) $0 Subtotal Raw Construction Cost $2,856,700 ($2,856,700) $0 Contingency (20%) $571,300 ($571,300) $0
Engineering/Plan Check/Inspection (15%) $428,500 ($428,500) $0 Total Cost 2,6 $3,856,500 ($3,856,500) $0
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 104 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
UNIT
PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
TR805 Pedestrian/Bike Grade Separated Crossing #8
Pedestrian/Bike Grade Separated Crossing #8 1 EA $1,649,600 $1,649,600 $1,649,600 ($1,649,600) $0 Subtotal Raw Construction Cost $1,649,600 ($1,649,600) $0 Contingency (20%) $329,900 ($329,900) $0
Engineering/Plan Check/Inspection (15%) $247,400 ($247,400) $0 Total Cost 2,6 $2,226,900 ($2,226,900) $0
TR901 12' Primary Trail: Americanos Blvd.
16-ft Wide Trail, 12-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 320 LF $55 $17,600 $0 $0 $17,600 Subtotal Raw Construction Cost $17,600 $0 $17,600
Contingency (20%) $3,500 $0 $3,500
Engineering/Plan Check/Inspection (15%) $2,600 $0 $2,600 Total Cost $23,700 $0 $23,700
TR902 12' Primary Trail
16-ft Wide Trail, 12-ft Wide Pavement & Two 2-ft.

Decomposed Granite Shoulders 1,900 LF $55 $104,500 $0 $0 $104,500 Subtotal Raw Construction Cost $104,500 $0 $104,500
Contingency (20%) $20,900 $0 $20,900
Engineering/Plan Check/Inspection (15%) $15,700 $0 $15,700 Total Cost $141,100 $0 $141,100
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 105 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
UNIT
PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST
TR903 Pedestrian/Bike Grade Separated Crossing #9
Pedestrian/Bike Grade Separated Crossing #9 1 EA $1,534,000 $1,534,000 $1,534,000 ($1,534,000) $0 Subtotal Raw Construction Cost $1,534,000 ($1,534,000) $0 Contingency (20%) $306,800 ($306,800) $0
Engineering/Plan Check/Inspection (15%) $230,100 ($230,100) $0 Total Cost 2,6 $2,070,900 ($2,070,900) $0
Total Park Corridors and Trails System Improvements $19,687,860 ($16,351,700) $3,336,160 Use $19,687,900 ($16,351,700) $3,336,200

PARK CORRIDORS AND TRAILS COST ESTIMATE SUMMARY

1. Park Corridors and Trails System $19,687,900 ($16,351,700) $3,336,200 $19,687,900 ($16,351,700) $3,336,200
Notes:

1. Improvement cost for pedestrian at grade crossing are captured in the Kiefer Blvd roadway improvement cost.

2. Grade separated crossing is reimbursed through the city of Rancho Cordova Transportation CIP.

3. Trail segment TR204 will serve as a sewer access road for backbone sewer across the Phase 2 preserve.

5. Improvement cost for pedestrian at grade crossing are captured in the Americano's Blvd roadway improvement cost.

GRAND TOTAL PARK CORRIDORS AND TRAILS COST

4. Trail segment TR401 will serve as a sewer access road for trunk sewer across the Phase 4 wetland buffer. The 12' wide access road for trunk sewer will be reimbursed by SASD.

6. The City of Rancho Cordova is in the process of updating their trail grade seperated crossing estimates at the time of this writing. Cost estimates shall be updated to match the revised Rancho Cordova estimates once the estimates have been published. The CIP anticipates that the cost to construct the grade seperated trail crossing shall be fully creditable towards the TDIF program.P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 106 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000
G. WETLAND BUFFER IMPROVEMENTS - Exhibit H

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

1. Wetland Buffer
WB101 Wetland Buffer: Shalako West
Wetland Buffer Hydroseeding & Mulching 3 AC $10,000 $30,000 (Native Grasses - No Irrigation)
Wetland Preserve Post & Cable Barrier 1,640 LF $20 $32,800 Subtotal Raw Construction Cost $62,800
Contingency (20%) $12,600
Engineering/Plan Check/Inspection (15%) $9,400
Total Cost $84,800
WB102 Wetland Buffer: Shalako West
Wetland Buffer Hydroseeding & Mulching 3.8 AC $10,000 $38,000 (Native Grasses - No Irrigation)
Wetland Preserve Post & Cable Barrier 2,990 LF $20 $59,800 Subtotal Raw Construction Cost $97,800
Contingency (20%) $19,600
Engineering/Plan Check/Inspection (15%) $14,700
Total Cost $132,100
WB201 Wetland Buffer: Shalako East
Wetland Buffer Hydroseeding & Mulching 6.0 AC $10,000 $60,000 (Native Grasses - No Irrigation)
Wetland Preserve Post & Cable Barrier 3,940 LF $20 $78,800 Subtotal Raw Construction Cost $138,800
Contingency (20%) $27,800
Engineering/Plan Check/Inspection (15%) $20,800
Total Cost $187,400
WB301 Wetland Buffer: Investek North
Wetland Buffer Hydroseeding & Mulching 5.4 AC $10,000 $54,000 (Native Grasses - No Irrigation)
Wetland Preserve Post & Cable Barrier 3,920 LF $20 $78,400 Subtotal Raw Construction Cost $132,400
Contingency (20%) $26,500
Engineering/Plan Check/Inspection (15%) $19,900
Total Cost $178,800
WB401 Wetland Buffer: Investek South
Wetland Buffer Hydroseeding & Mulching 10.3 AC $10,000 $103,000 (Native Grasses - No Irrigation)
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 107 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
Wetland Preserve Post & Cable Barrier 4,890 LF $20 $97,800 Subtotal Raw Construction Cost $200,800
Contingency (20%) $40,200
Engineering/Plan Check/Inspection (15%) $30,100
Total Cost $271,100
WB501 Wetland Buffer: Callahan
Wetland Buffer Hydroseeding & Mulching 5.3 AC $10,000 $53,000 (Native Grasses - No Irrigation)
Wetland Preserve Post & Cable Barrier 4,150 LF $20 $83,000 Subtotal Raw Construction Cost $136,000
Contingency (20%) $27,200
Engineering/Plan Check/Inspection (15%) $20,400
Total Cost $183,600
WB601 Wetland Buffer: Smith-Dunmore
Wetland Buffer Hydroseeding & Mulching 4.9 AC $10,000 $49,000 (Native Grasses - No Irrigation)
Wetland Preserve Post & Cable Barrier 2,090 LF $20 $41,800 Subtotal Raw Construction Cost $90,800
Contingency (20%) $18,200
Engineering/Plan Check/Inspection (15%) $13,600
Total Cost $122,600
WB701 Wetland Buffer: Sierra Sunrise South
Wetland Buffer Hydroseeding & Mulching 3.0 AC $10,000 $30,000 (Native Grasses - No Irrigation)
Wetland Preserve Post & Cable Barrier 3,360 LF $20 $67,200 Subtotal Raw Construction Cost $97,200
Contingency (20%) $19,400
Engineering/Plan Check/Inspection (15%) $14,600
Total Cost $131,200
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 108 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
WB702 Wetland Buffer: Sierra Sunrise South
Wetland Buffer Hydroseeding & Mulching 0.3 AC $10,000 $3,000 (Native Grasses - No Irrigation)
Wetland Preserve Post & Cable Barrier 710 LF $20 $14,200 Subtotal Raw Construction Cost $17,200
Contingency (20%) $3,400
Engineering/Plan Check/Inspection (15%) $2,600
Total Cost $23,200
WB801 Wetland Buffer: Sierra Sunrise North
Wetland Buffer Hydroseeding & Mulching 4.5 AC $10,000 $45,000 (Native Grasses - No Irrigation)
Wetland Preserve Post & Cable Barrier 3,300 LF $20 $66,000 Subtotal Raw Construction Cost $111,000
Contingency (20%) $22,200
Engineering/Plan Check/Inspection (15%) $16,700
Total Cost $149,900
WB802 Wetland Buffer: Sierra Sunrise North
Wetland Buffer Hydroseeding & Mulching 1.4 AC $10,000 $14,000 (Native Grasses - No Irrigation)
Wetland Preserve Post & Cable Barrier 2,400 LF $20 $48,000 Subtotal Raw Construction Cost $62,000
Contingency (20%) $12,400
Engineering/Plan Check/Inspection (15%) $9,300
Total Cost $83,700
Total Wetland Buffer Improvements $1,548,400
Use $1,548,400

WETLAND BUFFER COST ESTIMATE SUMMARY

1. Wetland Buffer $1,548,400
$1,548,400GRAND TOTAL WETLAND BUFFER COST
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 109 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000
H. WETLAND MITIGATION IMPROVEMENTS - Exhibit I

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT

1. Wetland Mitigation
WM101 Wetland Mitigation for Segment 1-3
Wetland Mitigation - Segement 1 1 LS $180,510 $180,510
Wetland Mitigation - Segement 2 1 LS $98,016 $98,016
Wetland Mitigation - Segement 3 1 LS $259,844 $259,844
Total Cost $538,370
WM201 Wetland Mitigation for Segment 5 & 6
Wetland Mitigation - Segement 5 1 LS $526,187 $526,187
Wetland Mitigation - Segement 6 1 LS $49,630 $49,630
Total Cost $575,817
WM202 Wetland Mitigation for Segment 4
Wetland Mitigation - Segement 4 1 LS $196,890 $196,890
Total Cost $196,890
WM301 Wetland Mitigation for Segment 20
Wetland Mitigation - Segement 20 1 LS $107,137 $107,137 Total Cost $107,137
WM302 Wetland Mitigation for Segment 7A & 7B
Wetland Mitigation - Segement 7A 1 LS $19,713 $19,713
Wetland Mitigation - Segement 7B 1 LS $174,875 $174,875 Total Cost $194,588
WM401 Wetland Mitigation for Segment 9A
Wetland Mitigation - Segement 9A 1 LS $397,829 $397,829 Total Cost $397,829
WM402 Wetland Mitigation for Segment 19
Wetland Mitigation - Segement 19 1 LS $440,310 $440,310 Total Cost $440,310
WM403 Wetland Mitigation for Segment 11B
Wetland Mitigation - Segement 11B 1 LS $109,774 $109,774 Total Cost $109,774
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 110 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
WM501 Wetland Mitigation for Segment 11A
Wetland Mitigation - Segement 11A 1 LS $526,509 $526,509 Total Cost $526,509
WM502 Wetland Mitigation for Segment 8
Wetland Mitigation - Segement 8 1 LS $195,504 $195,504
Total Cost $195,504
WM503 Wetland Mitigation for Segment 13
Wetland Mitigation - Segement 13 1 LS $119,428 $119,428 Total Cost $119,428
WM504 Wetland Mitigation for Segment 12
Wetland Mitigation - Segement 12 1 LS $410,353 $410,353 Total Cost $410,353
WM701 Wetland Mitigation for Segment 9B
Wetland Mitigation - Segement 9B 1 LS $113,725 $113,725 Total Cost $113,725
WM702 Wetland Mitigation for Segment 10
Wetland Mitigation - Segement 10 1 LS $446,118 $446,118 Total Cost $446,118
WM801 Wetland Mitigation for Segment 21B
Wetland Mitigation - Segement 21B 1 LS $470,050 $470,050 Total Cost $470,050
WM802 Wetland Mitigation for Segment 21A
Wetland Mitigation - Segement 21A 1 LS $315,833 $315,833 Total Cost $315,833
WM803 Wetland Mitigation for Segment 14
Wetland Mitigation - Segement 14 1 LS $377,236 $377,236 Total Cost $377,236
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 111 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

SEGMENT
NO. DESCRIPTION QTY UNIT
UNIT

PRICE AMOUNT
WM901 Wetland Mitigation for Segment 15-17
Wetland Mitigation - Segement 15 1 LS $368,807 $368,807 Wetland Mitigation - Segement 16 1 LS $116,525 $116,525 Wetland Mitigation - Segement 17 1 LS $291,169 $291,169 Total Cost $776,501
WM902 Wetland Mitigation for Segment 18
Wetland Mitigation - Segement 18 1 LS $85,822 $85,822
Total Cost $85,822
Total Wetland Mitigation Improvements $6,397,794
Use $6,397,800

WETLAND MITIGATION ESTIMATE SUMMARY

1. Wetland Mitigation $6,397,800
$6,397,800GRAND TOTAL WETLAND MITIGATION COST
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_2021.xlsx Page 112 of 112 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
To
Anatolia
To
Anatolia
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future Sunrise
Douglas 2

1.5 - 2 mg Tanks
& TBD gpm pump
station, to be
installed
by Zone 40
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Existing (8")
FM
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM.

Anatolia III
Existing (8") FM
Proposed (8") FM
Chrysanthy Sewer
Pump Station
SunCreek Sewer
Pump Station B
15" sanitary
trunk sewer
SunCreek
Sewer Pump
Station A
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 3
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 5
Con-Span
Drainage
Crossing No. 4
Con-Span
Drainage
Crossing No. 2
WQB/Hydro/DB No. 1
WQB/Hydro/DB No. 2
WQB/Hydro/DB No. 3
WQB/Hydro/DB No. 4
WQB/Hydro/DB No. 6
WQB/Hydro/DB No. 9
WQB/Hydro/DB No. 8
WQB/Hydro/DB No. 7
WQB/Hydro/DB No. 5
Con-Span
Drainage
Crossing No. 1
0 500 1000 feet
27146.000
SCALED TO FIT 11x17
City of Rancho Cordova, California
July 2021

EXHIBIT A
Infrastructure Exhibit
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 Backbone
SunCreek Specific Plan

INFRASTRUCTURE ABBREVIATIONS

SIGNALIZED INTERSECTION (CIP)

SIGNALIZED INTERSECTION (PLAN AREA FEE)

ROADWAYS

PROPOSED SANITARY SEWER SYSTEM (SIZE INDICATED)

EXISTING SANITARY SEWER SYSTEM (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE

INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE

INDICATED)

EXISTING SANITARY SEWER FORCE MAIN (SIZE

INDICATED)

PROPOSED POTABLE WATER SYSTEM (SIZE INDICATED)

EXISTING POTABLE WATER SYSTEM (SIZE INDICATED)

HIGH TO LOW PRESSURE REDUCING STATION

STORM DRAIN SYSTEM (SIZE INDICATED)
"UNTREATED" STORM DRAIN SYSTEM (SIZE INDICATED)

OFF-STREAM WATER

QUALITY/HYDROMODIFICATION/DETENTION BASIN
12' PRIMARY TRAIL
10' SECONDARY TRAIL

PEDESTRIAN/BIKE AT-GRADE SIGNALIZED SAFETY

CROSSING

PEDESTRIAN/BIKE GRADE SEPARATED CROSSING

WETLAND BUFFER

INFRASTRUCTURE LEGEND
DB Detention Basin
FM Force Main
Hydro Hydromodification Basin
PRS Pressure Reducing Station
SD Storm Drain
SS Sanitary Sewer
W Potable Water
WQB Water Quality Basin
NOTES:

1. Utilities alignments are shown outside of
right-of-way for clarity. Utilities will be built
within the right-of-way and easements.

2. Orange storm drain pipes are dedicated pipes
with no connections, sized for the sole purpose of
conveying undeveloped, untreated, undetained
storm runoff from the open space areas through
the SunCreek Specific Plan to the Open Space
Preserve.

3. The SunCreek Master Drainage Study did not
analyze the size or location of the trunk storm
drainage pipes. Therefore, sizing of the storm
drainage trunk pipes was determined using
professional judgement and experience without
engineering analysis.

4. Cost of backbone storm drain system within
backbone roads are captured in the Backbone
Roadway Improvement section of the SunCreek
PFFP. Storm drainage system captured in the
backbone roads include 18" storm drainage lines,
storm drain manholes and drain inlets.

5. Cost of backbone sanitary sewer system within
backbone roads are captured in the Backbone
Roadway Improvement section of the SunCreek
PFFP. Sanitary sewer system captured in the
backbone roads include 10" sanitary sewer lines
and sewer manholes.

6. Cost of backbone water system within backbone
roads are captured in the Backbone Roadway
Improvement section of the SunCreek PFFP.

Water system captured in the backbone roads
include 10" distribution water lines, valves and
hydrants.

7. Offsite Roadway improvements include Rancho
Cordova Parkway extension from Chrysanthy
Blvd. to Douglas Blvd., Kiefer Blvd. extension to
Grantline Road and intersection improvements,
and Jackson Highway and Grantline Road
intersection improvements. See Offsite Roadway
Improvements Exhibit "C" in the Preliminary Cost
Estimate.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
Interim
Intersection
Improvements
Laguna Creek
Tributary Bridge
27146.000
SCALED TO FIT 11x17
0 500 1000 feet
City of Rancho Cordova, California
July 2021

EXHIBIT B
(Including Undergrounding of Existing Utilities)
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 Backbone Roadways System

SIGNALIZED INTERSECTION (PLAN AREA FEE)

ROADWAYS

SIGNALIZED INTERSECTION (CIP)

STREET SECTION

ROADWAY SEGMENT NUMBER
(RD=ROADWAY, 1=PHASE, 01=SEGMENT NUMBER)
SunCreek Specific Plan

INFRASTRUCTURE LEGEND
NOTES:

1. Utilities alignments are shown outside of right-of-way for clarity. Utilities will be built within the right-of-ways and easements.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

NO SCALE
City of Rancho Cordova, California
July 2021

EXHIBIT C
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-118927146.000 Offsite Roadway Improvements
Grant Line Road
Chrysanthy
Blvd
Grant Line Road
Sunrise Blvd
Kiefer Blvd
Kiefer Blvd
Jackson Highway
Douglas Road
Rancho Cordova Pkwy
Rancho Cordova Pkwy
Extension
Chrysanthy Blvd to
Keifer Blvd Extension
to Grant Line Rd and
Intersection Improvements
Jackson Highway and
Grant Line Rd
Intersection Improvements
Douglas Road
SunCreek Specific Plan

STREET SECTION

ROADWAY (OFF-SITE) SEGMENT NUMBER
(RW=ROADWAY (OFF-SITE), 100=SEGMENT NUMBER)

INFRASTRUCTURE LEGEND
Note
Offsite roadway improvements to Sunrise Blvd, Jackson Highway and Grantline Road may be eligble for reciprocal funding from the Sacramento County Transportation Development Fee Program
ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 3
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 5
Con-Span
Drainage
Crossing No. 4
Con-Span
Drainage
Crossing No. 2
WQB/Hydro/DB No. 1
WQB/Hydro/DB No. 2
WQB/Hydro/DB No. 3
WQB/Hydro/DB No. 4
WQB/Hydro/DB No. 6
WQB/Hydro/DB No. 9
WQB/Hydro/DB No. 8
WQB/Hydro/DB No. 7
WQB/Hydro/DB No. 5
Con-Span
Drainage
Crossing No. 1
27146.000
NOTES:

1. Utilities alignments are shown outside of right-of-way for clarity. Utilities will be built within the right-of-way and easements.

2. Orange storm drain pipes are dedicated pipes with no connections, sized for the sole purpose of conveying
undeveloped, untreated, undetained storm runoff from
the open space areas through the SunCreek Specific
Plan to the Open Space Preserve.

3. The SunCreek Master Drainage Study did not analyze
the size or location of the trunk storm drainage pipes.

Therefore, sizing of the storm drainage trunk pipes was determined using professional judgement and
experience without engineering analysis.

4. Cost of backbone storm drain system within backbone
roads are captured in the Backbone Roadway
Improvement section of the SunCreek PFFP. Storm
drainage system captured in the backbone roads include
18" storm drainage lines, storm drain manholes and
drain inlets.

SCALED TO FIT 11x17
0 500 1000 feet
City of Rancho Cordova, California

EXHIBIT D
Infrastructure Exhibit
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 Backbone Storm Drain

INFRASTRUCTURE ABBREVIATIONS
Storm DrainSD
Detention BasinDB
Water Quality BasinWQB
Hydromodification BasinHydro
July 2021
SunCreek Specific Plan

INFRASTRUCTURE LEGEND

STORM DRAIN SYSTEM (SIZE INDICATED)
"UNTREATED" STORM DRAIN SYSTEM (SIZE INDICATED)

OFF-STREAM WATER QUALITY/HYDROMODIFICATION/DETENTION BASIN

STORM DRAIN SEGMENT NUMBER
(SD=STORM DRAIN, 1=PHASE, 01=SEGMENT NUMBER)
ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
Existing (8")
FM
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM.

Anatolia III
Existing (8") FM
Proposed (8") FM
Chrysanthy Sewer
Pump Station
SunCreek Sewer
Pump Station B
15" sanitary
trunk sewer
SunCreek
Sewer Pump
Station A
PQP
0 500 1000 feet

INFRASTRUCTURE ABBREVIATIONS
Sanitary SewerSS
Force MainFM
SCALED TO FIT 11x17
City of Rancho Cordova, California

EXHIBIT E
Infrastructure Exhibit
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 Backbone Sanitary Sewer
27146.000
July 2021
SunCreek Specific Plan

PROPOSED SANITARY SEWER SYSTEM (SIZE INDICATED)

EXISTING SANITARY SEWER SYSTEM (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

EXISTING SANITARY SEWER FORCE MAIN (SIZE INDICATED)

SANITARY SEWER SEGMENT NUMBER
(SS=SANITARY SEWER, 1=PHASE, 01=SEGMENT NUMBER)

INFRASTRUCTURE LEGEND
NOTES:

1. Utilities alignments are shown outside of right-of-way for clarity. Utilities will be built within the right-of-way and easements.

2. Cost of backbone sanitary sewer system within backbone roads are captured in the Backbone Roadway
Improvement section of the SunCreek PFFP. Sanitary
sewer system captured in the backbone roads include 10" sanitary sewer lines and sewer manholes.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
To
Anatolia
To
Anatolia
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future Sunrise
Douglas 2

1.5 - 2 mg Tanks
& TBD gpm pump
station, to be
installed
by Zone 40
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
0 500 1000 feet
27146.000

INFRASTRUCTURE LEGEND
Pressure Reducing StationPRS
Potable WaterW
SCALED TO FIT 11x17
City of Rancho Cordova, California
July 2021

EXHIBIT F
Infrastructure Exhibit
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 Backbone Water

PROPOSED POTABLE WATER SYSTEM (SIZE INDICATED)

EXISTING POTABLE WATER SYSTEM (SIZE INDICATED)

HIGH TO LOW PRESSURE REDUCING STATION

POTABLE WATER SEGMENT NUMBER
(WM=WATER MAIN, 1=PHASE, 01=SEGMENT NUMBER)

INFRASTRUCTURE ABBREVIATIONS
SunCreek Specific Plan
NOTES:

1. Utilities alignments are shown outside of right-of-way for clarity. Utilities will be built within the right-of-way and easements.

2. Cost of backbone water system within backbone roads
are captured in the Backbone Roadway Improvement
section of the SunCreek PFFP. Water system captured
in the backbone roads include 10" distribution water
lines, valves and hydrants.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
Future connection to
Folsom South Canal Trail
Future connection to
Laguna Creek Trail
Future connection to
Laguna Creek Trail
Future connection to
Laguna Creek Trail
Future connection to
American River Bike Trail
Future connection to
Laguna Creek Trail via
Arboretum
Future connection to
Laguna Creek Trail
Crossing No. 1
Crossing No. 2A
Crossing No. 3
Crossing No. 4
Crossing No. 5
Crossing No. 6
Crossing No. 7
Crossing No. 9
Crossing No. 8
Crossing No. 2B
SCALED TO FIT 11x17
0 500 1000 feet
City of Rancho Cordova, California
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 12' PRIMARY TRAIL
10' SECONDARY TRAIL

INFRASTRUCTURE LEGEND

PEDESTRIAN/BIKE GRADE SEPARATED CROSSING

PEDESTRIAN/BIKE AT-GRADE SIGNALIZED SAFETY CROSSING
Park Corridors and Trail System
27146.000
July 2021
SunCreek Specific Plan

TRAIL SEGMENT NUMBER
(TR=TRAILS, 1=PHASE, 01=SEGMENT NUMBER)
12' PRIMARY TRAIL
10' SECONDARY TRAIL
NOTES:

1. Utilities alignments are shown outside of right-of-way for clarity. Utilities will be built within the right-of-way and easements.

2. Cost of the pedestrian/bike at-grade signalized crossing No. 1 and 6 is captured within the on-site roadway
improvements section of the cost estimate.

EXHIBIT G
ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
27146.000
SCALED TO FIT 11x17
0 500 1000 feet
City of Rancho Cordova, California
July 2021

EXHIBIT H
Backbone Wetland Buffer Exhibit
SunCreek Specific Plan

INFRASTRUCTURE LEGEND

WETLAND SEGMENT NUMBER
(WB=WETLAND BUFFER, 1=PHASE, 01=SEGMENT NUMBER)

WETLAND BUFFER
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
27146.000
SCALED TO FIT 11x17
0 500 1000 feet
City of Rancho Cordova, California
July 2021

EXHIBIT I
Backbone Wetland Mitigation Exhibit
SunCreek Specific Plan

WETLAND MITIGATION SEGMENT
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 WETLAND MITIGATION NUMBER(WM=WETLAND MITGATION, 1=PHASE, 01=MITIGATION NUMBER) ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

27146.000
Infrastructure Phasing Plan
For

SunCreek
Specific
Plan

City of Rancho Cordova, CA
July 19, 2021

Prepared for: Project Developer:

City of Rancho Cordova
Public Works Department
2729 Prospect Park Drive
Rancho Cordova, CA 95670
The SunCreek Owners Group
c/o Lennar Communities
1420 Rocky Ridge Drive, Suite 320
Roseville, CA 95661

Prepared by: Project Team:

MacKay & Somps Civil Engineers, Inc.
1025 Creekside Ridge Dr., Ste 150
Roseville, CA 95678
Ken Giberson, PE Principal Engineer
Nelson Tejada Project Engineer

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 2 of 31
Roseville, CA
Table of Contents
Page

Table of Contents ………………………………………………………………….... 2

Exhibits Index ……………………………………………………………………....... 3

1.0 Executive Summary …………………………………………………………. 4

2.0 Backbone Infrastructure ..…………………………………………………… 6

2.1 Infrastructure Overview …………………………………………...... 6

2.2 Description of Backbone Infrastructure ..…………………………… 6

3.0 Conceptual Phasing Plan ……………………………….………………….. 9

3.1 Phasing Areas………………..……………………….………………… 9

3.2 Phasing Concepts ………………….………………………………….. 10

3.3 Infrastructure Phasing ………………………….……………………… 11

3.4 Guiding Principles ……………….……….……………………………. 11

4.0 Conclusion ……………………………………………………………............ 16

5.0 Exhibits ………….………………………………………………………………. 17

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 3 of 31
Roseville, CA
Exhibits Index
Page
Exhibit A: SunCreek Specific Plan - Land Use Plan, Reduced 11x17…………. 18

Exhibit B: SunCreek Specific Plan - Vicinity Map …………………………….… 19

Exhibit C: Conceptual Phasing Areas………………………….………………….. 20

Exhibit D: Description of Backbone Infrastructure…………………..…………… 21

Exhibit E: Backbone Infrastructure by Phasing Matrix…………………………… 22

Exhibit F: Backbone Infrastructure – Phase 1 (Shalako West)………..……… 23

Exhibit G: Backbone Infrastructure – Phase 2 (Shalako East)………………… 24

Exhibit H: Backbone Infrastructure – Phase 3 (Investek North)………..……… 25

Exhibit I: Backbone Infrastructure – Phase 4 (Investek South)………….…… 26

Exhibit J: Backbone Infrastructure – Phase 5 (Callahan)……………………… 27

Exhibit K: Backbone Infrastructure – Phase 6 (Smith-Dunmore)……………… 28

Exhibit L: Backbone Infrastructure – Phase 7 (Sierra Sunrise South)……...… 29

Exhibit M: Backbone Infrastructure – Phase 8 (Sierra Sunrise North)………… 30

Exhibit N: Backbone Infrastructure – Phase 9 (Grant Line 220)…………….… 31

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 4 of 31
Roseville, CA

1.0 Executive Summary

The SunCreek Specific Plan is a proposed 1,266+/ - acre master planned community consisting of a mix of land uses within the Sunrise Douglas Community Plan. The project includes low to high -density single -family residential units, some multi -family residential units, a High/Middle School Site, elementary schools, a variety of parks and open space, commercial mixed use areas and a town center. Figure A is the proposed land use plan for the plan area and Figure B is a vicinity map for the SunCreek Specific Plan.

The purpose of the Infrastructure Phasing Plan is to set forth a conceptual phasing plan for the major backbone infrastructure needed to serve the plan area. Nine (9) discrete development phasing areas are envisioned, each of which can be developed independently of each other and in any order.

The concept of development phasing areas offers a way of describing the orderly and cost effective phasing of backbone infrastructure construction. The conceptual phasing areas are shown in Figure C.

The de velopment of each of the phasing areas depicted in Figure C do not indicate development phasing or a prescriptive approach to phasing; rather they depict conceptual development phasing areas based on the logical placement of infrastructure, utilities, roads, and land uses that may or may not develop as depicted. Furthermore, shifts in market demand and available financing mechanisms may also play a role in the way the plan area develops over time and that may alter the boundaries of the phasing areas as well as their number.

The final infrastructure phasing will be determined at the time of tentative subdivision map approval. This infrastructure phasing plan should be updated prior to each tentative map approval. Subsequent tentative map submittals will include updated infrastructure phasing plans.

This Phasing Master Plan identifies potential phases and provides general guidance for future conditions of approval and the development of Tentative Map Phasing Plans during subsequent entitlement approvals. This Phasing Master Plan also identifies the backbone infrastructure generally required to develop each potential phase.

A set of Guiding Principles for Phasing are presented that reflect City policy. The Guiding Principles may identify cumulative requirements for off site infrastructure and/or certain public facilities.

Tentative Map Phasing Plans (TMPP) will be approved prior to large and/or small lot tentative map approval. The TMPP will lay out a phasing plan for the tentative map identifying in detail the infrastructure to be included with each phase. The TMPP will be guided by the Infrastructure Phasing Plan for the SunCreek Specific Plan including the Guiding Principles for Infrastructure Phasing, but may vary from them somewhat at the ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 5 of 31
Roseville, CA
discretion of the City, consistent with then current City policy and as set forth in subsequent entitlement approvals. Tentative Map Phasing Plan will be able to be amended with future entitlement approvals. It is expected that the backbone infrastructure will be substantially complete to the satisfaction of the City Engineer prior to the issuance of any building permits within the tentative map area. Modifications to the Guiding Principles for Infrastructure Phasing will be considered and approved by the City Engineer if detailed engineering and cost analysis dem onstrate that a more effective method of infrastructure development can be provided.

Over time, in response to market demands, the boundaries of the phasing areas may change; however, regardless of the ultimate configuration of the phasing areas, the appropriate segments of the backbone infrastructure must be constructed concurrent with individual phasing areas.

The governing construction phasing principle is to provide the necessary backbone infrastructure to meet the service levels identified by the C ity of Rancho Cordova. The backbone infrastructure envisioned in this phasing plan include major roads, storm drainage improvements, sanitary sewer system, water system improvements and Zone 40 treated water supply improvements.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 6 of 31
Roseville, CA

2.0 Backbone Infrastructure

2.1 Infrastructure Overview

Backbone infrastructure refers to the streets, bridges, water, wastewater and drainage facilities, dry utilities (electricity, gas, telephone and cable) and other public facilities that are needed to deliver public services to a c ommunity. The backbone infrastructure is sized and located to primarily service the needs of Plan Area residents.

All or portions of the backbone infrastructure may be constructed in advance of the construction of individual phasing areas. However, it is anticipated that infrastructure will be constructed in pace with development so long as the appropriate level of service is maintained.

While this phasing plan tentatively identifies which backbone infrastructure is needed to serve development of a pa rticular phase area on a stand alone basis, exactly which backbone infrastructure will be needed to serve a particular phasing area will actually be determined at the time of tentative map approval through the adoption of the tentative map phasing plan and conditions of approval.

2.2 Description of Backbone Infrastructure

This section describes the major backbone infrastructure and utilities required to support development of the plan area. This information is presented at a conceptual level in order to pro vide an overview of the distribution, location, and extent of infrastructure.

The proposed infrastructure and utility improvements as shown in Exhibits F through N are considered conceptual only, as additional infrastructure may be required to fully deve lop the Plan Area, as well as individual properties. The exact sizing and location of proposed utilities will be determined during the Tentative Map process, but should closely follow backbone infrastructure exhibits contained herein.

A significant amount of on -site and off -site infrastructure improvements are necessary to ensure the conveyance of water, wastewater, and storm drainage for the Plan Area, as well as the necessary roads to serve the area.

The proposed backbone infrastructure improvements are described briefly described below:

2.2.1 Major Roads
The construction of twelve (12) major roadway improvements are planned within, adjacent and exterior to the plan area. While some of these arterials are located interior to the plan area, others are located along the ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 7 of 31
Roseville, CA
border of the plan area (partially within and partially outside of the plan area). Three of these roadway improvements are off site.

Generally, the construction of these arterials will be phased as follows:

1. Interior Arterials. Initially, only the outside lanes and frontage improvements of the interior segments of arterials will be constructed with an extra wide median and 5’ inside shoulders taking the place of the interior lanes, When traffic warrants, the inside lanes and median curbs will be constructed.

2. Border Arterials
a. Existing Half Section. The median and the other half of the roadway improvements will be constructed, including
frontage improvements.
b. New Half Section. The two through lanes and frontage improvements on the plan area side of the street shall be constructed. The median will be omitted in favor of the construction of a 5’ wide shoulder and roadside ditch on the non-plan area side of the roadway.

2.2.2 Storm Drainage Improvements
The construction of nine (9) detention/water quality/hydromodification basins, and five (5) drainage crossings.

2.2.3 Sanitary Sewer System Improvements
The construction of two (2) independent sewer systems with a total of two sewer pump station and three force mains.

2.2.4 Water System Improvements
The construction of high pressure zone water transmission pipelines, low pressure zone water transmission pipelines, two (2) water tanks, pump station, pressure reducing station and a small number of connecting water pipelines to facilitate the independent development of each discrete phasing areas. These system improvements neither include the future transmission pipelines that will be constructed by SCWA at a later date.

2.2.5 Zone 40 Treated Water Supply Improvements
All future Zone 40 treated water transmission pipelines planned for the project area that will be constructed by SCWA in the future. Likewise, all future off-site treated water pipelines, the future treated water storage tanks, and the future booster pump station will be constructed by SCWA in the future.

2.2.6 Undergrounding of Existing Overhead Utilities
The undergrounding of existing overhead utilities (i.e., electricity and/or telephone) along the northerly side of Kiefer Boulevard east of Rancho Cordova Parkway.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 8 of 31
Roseville, CA

2.2.7 Pedestrian and Bike Trails
The construction of the backbone trail system for bicyclist and pedestrians generally follows the same alignment as the major backbone roads or the wetland buffers. The trail system construction will coincide with the construction of each development phasing.

2.2.8 Wetland Buffers
The dedication and construction of backbone facilities within the wetland buffers will coincide with the construction of each development phasing.

The particular details of the backbone infrastructure (such as road lengths, pipe sizes alignments, basin sizes, and appurtenances) are contained in the individual infrastructure master plans for the SunCreek Specific Plan. The backbone infrastructure is described in detail in Exhibit A of the cost estimate.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 9 of 31
Roseville, CA

3.0 Conceptual Phasing Plan

3.1 Phasing Areas

The concept of development phasing areas offers a way of describing the orderly and cost effective phasing of backbone infrastructure construction. The nine (9) conceptual phasing areas shown in Exhibit C are described in further detail below.

The phasing areas depicted in Exhibit C do not indicate development phasing or a prescriptive approach to phasing; rather they depict conceptual phasing areas based on the logical placement of infrastructure, utilities, roads, and land uses that may or may not develo p as depicted. Furthermore, shifts in market demand and available financing mechanisms may also play a role in the way the plan area develops over time and that may alter the boundaries of the phasing areas as well as their number.

The nine (9) conceptu al phasing or development areas are briefly described as follows:

3.1.1 Phase 1 (Shalako West)
Phase 1 is bounded by Sunrsie Blvd. on the west, Kiefer Blvd. on the north, the Kite Creek nature preserve on the east, and the southern boundary of the plan area on the south.

3.1.2 Phase 2 (Shalako East)
Phase 2 is bounded by the Kite Creek nature preserve on the west, Kiefer Blvd. on the north, the future Rancho Cordova Parkway on the east, and the southern boundary of the plan area on the south.

3.1.3 Phase 3 (Investek North)
Phase 3 is bounded on the west by Rancho Cordova Parkway, on the north by future Central Park Drive, and on the southeast by the Kite Creek nature preserve.

3.1.4 Phase 4 (Investek South)
Phase 4 is bounded on the west by the Kite Creek nature preserve, on the north by future Central Park Drive, on the east by future Americanos Boulevard, and on the south by Kiefer Boulevard.

3.1.5 Phase 5 (Callahan)
Phase 5 bounded by the northern plan area boundary, on the east by Phase 6, on the south by future Central Park Drive, a nd on the west by Rancho Cordova Parkway.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 10 of 31
Roseville, CA

3.1.6 Phase 6 (Smith-Dunmore)
Phase 6 is bounded by the northern plan area boundary, on the east by Phase 8, on the south by future Central Park Drive, and on the west by Phase 5.

3.1.7 Phase 7 (Sierra Sunrise South)
Phase 7 i s bounded on the north by the Kite Creek nature preserve, on the east by the eastern plan area boundary, on the south by Kiefer Boulevard and on the west by future Americano Boulevard.

3.1.8 Phase 8 (Sierra Sunrise North)
Phase 8 is bounded on the north by the n orthern plan area boundary and Phase 9, on the east by the eastern plan area boundary, on the south by Kite Creek nature preserve and on the west by Phase 6.

3.1.9 Phase 9 (Grant Line 220)
Phase 9 is bounded by the northern plan area boundary, on the east by Grant Line Road, on the south by the southern plan area boundary and Phase 8, and on the west by the western plan area boundary.

3.2 Phasing Concepts

As previously discussed, the conceptual phasing areas do not necessarily represent phasing; they do represent discrete phasing areas that can be developed in any order. The final development and infrastructure phasing will be determined at the time of ten tative subdivisions map approval. Subsequent tentative map submittals will include updated infrastructure phasing plans.

While it may be desirable to construct major elements of the backbone infrastructure at one time to serve all of the plan area prope rties, it is more likely that backbone infrastructure will be constructed in two or more phases to more properly align infrastructure financing with a particular development (phase) area.

Accordingly, placement of backbone infrastructure may or may not d evelop as depicted herein. Additionally, alternative backbone infrastructure arrangements may be proposed over time as each of the individual phasing areas are actually developed.

Over time, in response to market demands, the boundaries of the phasing area s may change; however, regardless of the ultimate configuration of the phasing areas, the appropriate segments of the backbone infrastructure must be constructed concurrent with individual phasing areas. The governing construction phasing principle is to provide the necessary backbone infrastructure to meet the service levels identified by the City of Rancho Cordova.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 11 of 31
Roseville, CA

3.3 Infrastructure Phasing

While somewhat conceptual in nature, Exhibit E lists the specific improvements that may be needed to serve the devel opment of each of the phasing areas identified above. Exhibits F through N show the backbone infrastructure needed to serve each of the phasing areas.

This phasing plan tentatively identifies which backbone infrastructure is needed to serve development of a particular phase area on a stand alone basis.

However, exactly which backbone infrastructure will be needed to serve a particular phasing area will actually be determined at the time of tentative map approval through the adoption of the tentative map pha sing plan and conditions of approval.

3.4 Guiding Principles

These Guiding Principles define the “rules” regarding the funding and construction of infrastructure and the phasing of development in the SCSP.

These rules clarify the approach for developing required infrastructure as each project or tentative subdivision map moves forward.

Development in the SCSP shall be consistent with, and the Conditions of Approval shall include the following policies:

3.4.1 Responsibility for Infrastructure Funding
Development within the SCSP shall pay the full costs of infrastructure needed to serve the Specific Plan area, except where other funding sources are appropriate and available. The Development Agreements or Conditions of Approval will detail the amounts over and above the developer’s fair share that will be reimbursed or credited after subsequent developers pay their fair share of the full costs of infrastructure. The Financing Plan, Development Agreement and Tentative Map Entitlements will address issues associated with timing of financing and
construction, fee credits and reimbursement for developers who install public facilities.

3.4.2 Timing of Infrastructure Funding
The Financing Plan shall provide a strategy for funding backbone infrastructure and community facilities consistent with the timing set forth in the Infrastructure Phasing Master Plan and these Guiding Principles. Developers within the SCSP shall be required to construct, or pay for the construction of, public improvements as needed pursuant to the approved phasing plans.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 12 of 31
Roseville, CA

3.4.3 General Timing- Offsite & Onsite Infrastructure
Both on-site (in the SCSP area) and off-site (outside the physical boundaries of the Specific Plan area) public facilities and infrastructure improvements shall be installed to meet projected development demands in accordance with the City’s and/or other agency infrastructure requirements and policies, unless otherwise modified by subsequent entitlement approvals.

3.4.4 Linking Requirements to General Plan
Before building permit issuance in the SCSP, infrastructure required of a specific project shall be constructed to the satisfaction of the City Engineer, consistent with General Plan Circulation Element and Infrastructure Services and Finance Policies in effect at the time of small lot tentative map approval, unless otherwise modified by subsequent entitlement approvals.

3.4.5 Refinement of Onsite Infrastructure
The Financing Plan shall provide the minimum infrastructure required to meet the development demands of each phase of development. These infrastructure requirements will be refined as part of the review and processing of individual projects prior to the approval of small lot tentative maps or large lot tentative map, or prior to building permits for projects that do not require an associated small lot tentative map.

3.4.6 Tying Offsite Core to Internal Capital Projects
The City of Rancho Cordova Core Backbone Roadway Phasing Plan provides minimum SCSP offsite infrastructure required to meet development standards throughout the City. These offsite infrastructure improvements are required and will be timed with SCSP onsite capital improvement requirements, unless otherwise modified by subsequent entitlement approvals.

3.4.7 Offsite Core Infrastructure Timing
The Phasing Plan and Financing Plan will identify offsite infrastructure timing requirements.

3.4.8 Finance Mechanisms and Funding Availability
Finance mechanisms that ensure the availability of funding for delivery of required onsite and offsite infrastructure will be in place prior to the approval of final maps or prior to the issuance of building permits for projects that do not require an associated final map. The required infrastructure will be consistent with defined roadway improvements in each phase of development and
consistent with City Core Backbone Plan requirements.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 13 of 31
Roseville, CA

3.4.9 Forms of Dedication
All dedications shall be in a form approved by the City, including but not limited to grant deeds, easements, irrevocable offers of dedication, or other approved instruments. The type and form of the dedication shall be at the sole discretion of the City, or as otherwise provided for in the approval of small lot tentative maps, or prior to building permits for projects that do not require an associated small lot tentative map.

3.4.10 Right-of-Way and Easement Dedication
Developers shall be required to dedicate right-of-way, public utility easements, landscape easements and pedestrian easements for arterial roadway, collector and residential roads consistent with the requirements of the SCSP, with the final map prior to improvement plan approval or the issuance of building permits for individual development proposals.

3.4.11 Park Dedications
All accepted parklands, paseos and other open space shall be dedicated to the City or the Cordova Recreation and Park District.

The timing for the delivery of parks, recreation facilities, paseos and open space shall be determined before the approval of the first tentative subdivision map in the corresponding phase of the Specific Plan.

3.4.12 Major Roadway Timing and Completeness
All required infrastructure for a development phase, including onsite and offsite roadways, shall be substantially complete to the satisfaction of the City Engineer prior to the issuance of building permits in that phase. Prior to occupancy all streets and improvements shown on the phasing plan shall be completed to the satisfaction of the City Engineer. The Development Agreement and Financing Plan will identify the general timing and requirements for arterial and collector roadway improvements. Details of specific roadway improvements required for each phase will be clarified and finalized to the satisfaction of the City Engineer prior to approval of each tentative map.

These improvements shall include the full section from curb to curb, streetlights, sidewalks, median landscaping, parkway landscaping and other roadside appurtenances. At the City’s discretion, phasing of lanes on arterial roadway roadways may be implemented through provision of wider interim medians that will provide space for future lanes. In addition, at the City’s discretion, certain roadside elements could be phased with construction of adjacent
development.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 14 of 31
Roseville, CA

3.4.13 Internal Streets Timing and Completeness
The City’s goal is to ensure that the phasing of construction within each tentative subdivision map provides logical and reasonably complete infrastructure for residents who occupy homes prior to completion of the entire mapped subdivision. As such, the developer shall provide a phasing plan addressing sequencing and build-out of all internal streets depicted on the tentative map. A detailed agreement on requirements and timing for the tentative map-phasing plan will be finalized prior to the approval of small lot tentative maps or large lot tentative maps, or prior to building permits for projects that do not require an associated small lot tentative map.

3.4.14 Logical Completion of Roadway Segments
All roadways, pedestrian facilities, and bikeways shall be constructed in logical and complete segments, connecting from intersection to intersection, to provide safe and adequate access with each phase of development as conditioned with the approval of each small lot tentative map, or as set forth in subsequent entitlement approvals.

3.4.15 Two Points of Access
Each phase of a project or tentative subdivision map shall include a collector or local street system that provides at least two points of access to arterial roadways, to the satisfaction of the City Engineer.

3.4.16 Arterial Roadway Completeness
Wherever collector or local roadways intersect an arterial roadway, that arterial roadway shall be improved, in accordance with the "Logical Completion of Segments" and "Major Roadway Timing and Completeness" items above, from that point to the next completed arterial roadway segment. Such improvements may allow for future phasing of additional travel lanes at the discretion of the City if traffic volumes and City transportation priorities do not warrant full construction at the time of development.

3.4.17 Intersection Completion
When intersections are part of the required roadway improvements, they shall be constructed to their ultimate configuration unless otherwise approved by the City. If the City determines that phasing of an intersection is appropriate, the phased construction shall accommodate the ultimate intersection design. Where an intersection will be signalized, the new signal shall be installed during construction of the intersection unless otherwise approved by the City.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 15 of 31
Roseville, CA

3.4.18 Ultimate Utility Installation
Underground sewer, water and drainage facilities shall be installed to the ultimate planned capacity as part of required road construction, unless otherwise set forth in subsequent entitlement approvals.

3.4.19 Interim Improvement Alternatives
The phasing of infrastructure improvements depicted in the Infrastructure Phasing Plan, particularly sewer and water infrastructure improvements, may not be the most cost efficient and/or effective manner in which to phase the improvements to service each phase of a project. The City Engineer may consider interim infrastructure improvements if the applicant is able to demonstrate the viability and cost effectiveness of phasing infrastructure improvements. This agreement will occur prior to approval of tentative subdivision maps.

3.4.20 Operations and Maintenance Financing
All properties shall be included in one or more financing districts (or will establish an alternative financing mechanism) to provide adequate funding as determined by the City for the annual operation and maintenance costs of streets, street lights, drainage ways, landscaping corridors, open space, parks, transit related services and other public facilities prior to the approval of final maps or prior to building permits for projects that do not require an associated final map.

3.4.21 Police CFD for Residential Projects
Residential properties will be included in a Community Facilities District that supports police service costs prior to approval of a small lot final subdivision map or for residential properties that do not require subdivision, prior to issuance of building permits.

3.4.22 Road Maintenance CFD
All properties shall be included in a Benefit Assessment District or Community Facilities District that provides additional ongoing street maintenance revenues prior to approval of final maps or prior to building permits for projects that do not require an associated final map.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 16 of 31
Roseville, CA

4.0 Conclusion

This Infrastructure Phasing Plan sets forth a conceptual phasing plan for the major backbone infrastructure needed to serve the plan area. Nine (9) discrete phasing areas are envisioned, each of which can be developed independently of each other.

The final development and infrastructure phasing will be determined at the time of tentative subdivisions map approval. Subsequent tentative map submittals will include updated infrastructure phasing plans.

Over time, in response to market demands, the boundaries of the phasing areas may change; however, regardless of the ultimate configuration of the p hasing areas, the appropriate segments of the backbone infrastructure must be constructed concurrent with individual phasing areas.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 17 of 31
Roseville, CA

5.0 Exhibits

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 18 of 31
Roseville, CA

Exhibit A

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
600' 0'2400' 1200'
Legend

HIGH DENSITY RESIDENTIAL

MEDIUM DENSITY RESIDENTIAL

LOW DENSITY RESIDENTIAL

COMPACT DENSITY RESIDENTIAL

VILLAGE CENTER

STORMWATER CANAL

DETENTION BASIN

PUBLIC/QUASI PUBLIC

PARK, NEIGHBORHOOD GREEN
SCHOOL

REGIONAL TOWN CENTER

WETLAND

WETLAND BUFFER/BIKE PATH CORRIDOR
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 SunCreek Specific PlanCity of Rancho Cordova, California

EXHIBIT A
Landuse Exhibit
March 2021
27146.000
ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 19 of 31
Roseville, CA

Exhibit B

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

PROJECT AREA

NO SCALE
City of Rancho Cordova, California July 2021

EXHIBIT B
Vicinity Map
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 27146.000
SunCreek Specific Plan
ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
500'
Legend

HIGH DENSITY RESIDENTIAL

MEDIUM DENSITY RESIDENTIAL

LOW DENSITY RESIDENTIAL
0'1000'

COMPACT DENSITY RESIDENTIAL

COMMERCIAL MIXED USE

STORMWATER CANAL

DETENTION BASIN

PUBLIC/QUASI PUBLIC
PARK
SCHOOL

VILLAGE CENTER

WETLAND

WETLAND BUFFER/BIKE PATH CORRIDOR
7991-00
SunCreek Specific PlanCounty of Sacramento, California July, 2021

LANDUSE PLAN

EXHIBIT B
ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 20 of 31
Roseville, CA

Exhibit C

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
600' 0'2400' 1200'
Legend

HIGH DENSITY RESIDENTIAL

MEDIUM DENSITY RESIDENTIAL

LOW DENSITY RESIDENTIAL

COMPACT DENSITY RESIDENTIAL

VILLAGE CENTER

STORMWATER CANAL

DETENTION BASIN

PUBLIC/QUASI PUBLIC
PARK
SCHOOL

REGIONAL TOWN CENTER

WETLAND

WETLAND BUFFER/BIKE PATH CORRIDOR
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 SunCreek Specific PlanCity of Rancho Cordova, California

EXHIBIT C
Development Areas
July 2021
27146.000
ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 21 of 31
Roseville, CA

Exhibit D

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit D
Description of Backbone Infrastructure Facilities
SunCreek Specific Plan
7/23/2021
Facility General Description of Facility

A PLAN AREA ROADWAY IMPROVEMENTS (ON-SITE)
1 Rancho Cordova Parkway A 4-lane divided thoroughfare roadway including curb and gutter on both sides, a landscaped median, separated sidewalk and landscaping along both sides of the road, and associated underground utilities (water, sewer, drainage and dry utilities).

RD201 Rancho Cordova Parkway: Kiefer Boulevard to Southern Project Limit Western half street improvements only RD301 Rancho Cordova Parkway: Central Park Drive to Kiefer Boulevard Eastern half street improvements only RD501 Rancho Cordova Parkway: Northern Project Limit to Central Park Drive Eastern half street improvements only 2 Kiefer Boulevard A 4-lane divided thoroughfare roadway including curb and gutter on both sides, a landscaped median, separated sidewalk and landscaping along both sides of the road, and associated underground utilities (water, sewer, drainage and dry utilities).

RD101 Kiefer Boulevard: Sunrise Blvd to west of Rancho Cordova Pkwy Southern half street improvements only RD202 Kiefer Boulevard: west of Rancho Cordova to Rancho Cordova Southern half street improvements only RD401 Kiefer Boulevard: Rancho Cordova Parkway to Americanos Boulevard Northern half street improvements only RD701 Kiefer Boulevard: Americanos Boulevard to Eastern Project Limit Northern half street improvements only 3 Americanos Boulevard A 4-lane divided thoroughfare roadway including curb and gutter on both sides, a landscaped median, separated sidewalk and landscaping along both sides of the road, and associated underground utilities (water, sewer, drainage and dry utilities).

RD702 Americanos Boulevard: Kiefer Boulevard to Central Park Drive Full street improvements RD703 Americanos Boulevard: Central Park Drive to north of Central Park Drive Full street improvements RD704 Americanos Boulevard: Central Park Drive to High School Access Road Full street improvements RD801 Americanos Boulevard: High School Access Rd to North Campus Rd Full street improvements RD802 Americanos Boulevard: North Campus Rd to north of North Campus Rd Full street improvements RD901 Americanos Boulevard: North of North Campus Road Full street improvements RD902 Americanos Boulevard: north of North Campus Rd to Chrysanthy Blvd Full street improvements 4 Chrysanthy Boulevard A 4-lane divided thoroughfare roadway including curb and gutter on both sides, a landscaped median, separated sidewalk and landscaping along both sides of the road, and associated underground utilities (water, sewer, drainage and dry utilities).

RD903 Chrysanthy Boulevard: Western Project Limit to Grant Line Road Southern half street improvements only ITEM NO.

MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 1 of 9 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit D
Description of Backbone Infrastructure Facilities
SunCreek Specific Plan
7/23/2021
Facility General Description of FacilityITEM NO.
5 Sunrise Boulevard A 6-lane divided thoroughfare roadway including curb and gutter on the east side, a landscaped median, separated sidewalk and landscaping on the east side of the road and associated underground utilities (water, sewer, drainage and dry utilities).

RD102 Sunrise Boulevard: Kiefer Boulevard to Southern Project Limit Eastern half street improvements only 6 North Campus Road A 4-lane divided thoroughfare roadway including curb and gutter on both sides, a landscaped median, separated sidewalk and landscaping along both sides of the road, and associated underground utilities (water, sewer, drainage and dry utilities).

RD502 North Campus Road: Rancho Cordova Pkwy to east of West Park Drive Full street improvements RD602 North Campus Road: east of West Park to west of Americanos South half street improvements RD803 North Campus Road: west of Americanos Drive to Americanos Drive Full street improvements 7 West Park Drive A 4-lane divided thoroughfare roadway including curb and gutter on both sides, a landscaped median, separated sidewalk and landscaping along both sides of the road, and associated underground utilities (water, sewer, drainage and dry utilities).

RD503 West Park Drive: North Campus Road to Central Park Drive Full street improvements 8 Central Park Drive A 2-lane divided collector roadway including curb and gutter on both sides, a landscaped median, separated sidewalk and landscaping along both side of the road and associated underground utilities (water, sewer, drainage and dry utilities).

RD504 Central Park Drive: Rancho Cordova Pkwy to east of West Park Drive Full street improvements RD601 Central Park Drive: east of West Park Drive to Americanos Drive Full street improvements

B PLAN AREA ROADWAY IMPROVEMENTS (OFF-SITE)
1 Rancho Cordova Parkway
RW100 Rancho Cordova Parkway: Chrysanthy Blvd to Douglas Blvd Construct Rancho Cordova Pkwy as a 2-lane roadway connection that can be expanded to meet the City's 6-lane divided arterial design standard. Intersection improvements may be phased as approved by the City Engineer. The Chrysanthy Blvd intersection will be constructed so that is expandable to the City's standard 4x6 arterial intersection.
2 Kiefer Boulevard
RW101 Kiefer Boulevard: Eastern Project Limit to Grant Line Rd Extend Kiefer Blvd from eastern boundary of project area to Grant Line Rd (including intersection improvements at the Grant Line Road) with 2-lanes and median based on the City's standard 4-lane arterial design standard. This extension will include a full width standard 4-lane arterial bridge over the Blodgett Reservoir tributary. The intersection improvement at the Grant Line Road/Kiefer Blvd intersection shall include a signal and may be phased based on the City's 4x4 arterial intersection standard at the approval of the City Engineer. 3 Jackson Road/Grant Line Road Intersection
RW102 Jackson Road/Grant Line Road Intersection Construct northbound and southbound left turn pockets, a southbound right turn pocket and an eastbound through/right lane with a receiving lane on the east leg of the intersection, including modification of the exiting signal to serve the new configuration.

MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 2 of 9 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit D
Description of Backbone Infrastructure Facilities
SunCreek Specific Plan
7/23/2021
Facility General Description of FacilityITEM NO.

C STORM DRAINAGE SYSTEM IMPROVEMENTS
1 Pipeline Systems
SD101 Kiefer to DB No. 9 drainage A 12", 18", 36" and 48" diameter pipeline and appurtenances draining the runoff from the western portion of Shalako development area into Detention Basin No. 9.

SD103 Sunrise & Kiefer untreated drainage system & culverts A 72" diameter pipeline and appurtenances along Kiefer Blvd conveying untreated storm runoff from the open space areas through the SunCreek Specific Plan to the Open Space Preserve. Also includes a drainage culvert extension along Sunrise Blvd.

SD104 Kiefer Box Culvert Extension3 Drainage culvert extension across Kiefer Blvd.

SD201 Kiefer Blvd to DB No. 8 drainage system & Con-Spans A 12", 15", 18", 24" and 48" diameter pipeline and appurtenances draining the runoff from the eastern portion of Shalako development area into Detention Basin No.

8. Also includes Con-Span Crossings No. 1 & 2 over the southern portion of Kite Creek.

SD301 Rancho Cordova Pkwy to DB No. 6 drainage system A 15" and 18" diameter pipeline and appurtenances draining runoff from the northern portion of Investek development area into Detention Basin No. 6.

SD302 Investek North drainage system A 15" diameter pipeline and appurtenances draining runoff from the northern portion of Investek development area into Detention Basin No. 6.

SD304 Rancho Cordova untreated drainage system A 48" diameter pipeline and appurtenances along Kiefer Blvd conveying untreated storm runoff from the open space areas through the SunCreek Specific Plan to the Open Space Preserve.

SD305 Rancho Cordova drainage culvert3 A drainage culvert extension along Rancho Cordova Parkway.

SD402 Investek South drainage system A 15", 18", 24" and 30" diameter pipeline and appurtenances draining the runoff from the southern portion of Investek development area into Detention Basin No. 7.

SD403 Con-Span Drainage Crossing No. 3 A Con-Span Drainage Crossing No. 3 in Investek development area.

SD502 West Park Dr to DB No. 5 drainage system A 54" diameter pipeline and appurtenances draining runoff from West Park Dr to Detention Basin No. 5 in the Callahan development area.

SD503 Rancho Cordova Pkwy untreated drainage system A 48" diameter pipeline and appurtenances along Kiefer Blvd conveying untreated storm runoff from the open space areas through the SunCreek Specific Plan to the Open Space Preserve.

SD601 North Campus to DB No. 4 drainage system A 12", 15", 18" and 24" diameter pipeline and appurtenances draining the runoff from North Campus Rd into Detention Basin No. 5.

SD603 School Access Road untreated drainage system A 30" diameter pipeline and appurtenances conveying untreated storm runoff from the open space areas through the SunCreek Specific Plan to the Open Space Preserve.

SD604 Con-Span Drainage Crossing No. 4 A Con-Span Drainage Crossing No. 4 along Central Park Dr.

SD605 Con-Span Drainage Crossing No. 51 A Con-Span Drainage Crossing No. 5 along Americanos Dr.

SD701 Americanos Blvd to DB No. 3 drainage system A 15" diameter pipeline and appurtenances draining runoff from the southern portion of Sierra Sunrise development area along Americanos Dr.

SD802 Americanos Blvd drainage system A 60" diameter pipeline and appurtenances conveying storm Grantline 220.

SD803 Americanos Blvd untreated drainage system A 60" diameter pipeline and appurtenances draining the runoff from the western portion of Grant Line 220 development area into Detention Basin No. 2.

SD901 Grant Line 220 untreated drainage system A 60" diameter pipeline and appurtenances draining the runoff from the western portion of Grant Line 220 development area into Detention Basin No. 2.

SD902 Grant Line 220 drainage system A 15", 18", 42" and 60" diameter pipeline and appurtenances draining the runoff from the western portion of Grant Line 220 development area into Detention Basin No. 2.

SD903 Grant Line 220 drainage system A 12", 18", 24" and 30" diameter pipeline and appurtenances draining the runoff from the eastern portion of Grant Line 220 development area into Detention Basin No. 1.
2 Detention, Water Quality and Hydro-Modification Basins SD102 SunCreek Basin No. 9 A 23.6 acre-foot detention basin that serves the adjacent major roadways and surrounding development areas.

SD202 SunCreek Basin No. 8 A 23.5 acre-foot detention basin that serves the adjacent major roadways and surrounding development areas.

MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 3 of 9 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit D
Description of Backbone Infrastructure Facilities
SunCreek Specific Plan
7/23/2021
Facility General Description of FacilityITEM NO.

SD303 SunCreek Basin No. 6 A 11 acre-foot detention basin that serves the adjacent major roadways and surrounding development areas.

SD401 SunCreek Basin No. 7 A 23.7 acre-foot detention basin that serves the adjacent major roadways and surrounding development areas.

SD501 SunCreek Basin No. 5 A 19.7 acre-foot detention basin that serves the adjacent major roadways and surrounding development areas.

SD602 SunCreek Basin No. 4 A 13.9 acre-foot detention basin that serves the adjacent major roadways and surrounding development areas.

SD702 SunCreek Basin No. 3 A 31 acre-foot detention basin that serves the adjacent major roadways and surrounding development areas.

SD801 SunCreek Basin No. 2 A 36 acre-foot detention basin that serves the adjacent major roadways and surrounding development areas.

SD904 SunCreek Basin No. 1 A 36 acre-foot detention basin that serves the adjacent major roadways and surrounding development areas.

D SANITARY SEWER SYSTEM IMPROVEMENTS
1 Gravity Sanitary Sewer System
SS101 21" Sanitary Sewer System A 21" diameter trunk sewer line and appurtenances to serve the Shalako development areas and to serve the remainder of the plan area northerly and easterly of the intersection of Kiefer Boulevard and Rancho Cordova Parkway.

SS102 15" Sanitary Sewer System A 15" diameter trunk sewer line and appurtenances to serve the eastern portion of the Shalako development area.

SS103 12" Sanitary Sewer System A 12" diameter trunk sewer line and appurtenances to serve the Shalako development areas as well as Investek development area and to serve the remainder of the plan area northerly and easterly of the intersection of Kiefer Boulevard and Rancho Cordova Parkway.

SS201 15" Sanitary Sewer System: Kiefer Blvd A 15" diameter trunk sewer line and appurtenances along Kiefer Boulevard to serve the eastern portion of Shalako and Investek development areas.

SS301 15" Sanitary Sewer System A 15" diameter trunk sewer line and appurtenances to serve the Investek development area.

SS501 10" Sanitary Sewer System: Park A 10" diameter trunk sewer line and appurtenances between the Park and PQP land uses to serve Callahan development areas.

SS502 10" Sanitary Sewer System: West Park Dr A 10" diameter trunk sewer line and appurtenances on West Park Drive to serve the Callahan development area.

SS601 15" & 18" Sanitary Sewer System: School A 15" & 18" diameter trunk sewer line and appurtenances between the Park and School to serve Smith-Dunmore, Sierra Sunrise and south portion of Investek development areas.

MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 4 of 9 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit D
Description of Backbone Infrastructure Facilities
SunCreek Specific Plan
7/23/2021
Facility General Description of FacilityITEM NO.

SS602 15" Sanitary Sewer System: Americanos Blvd A 15" diameter trunk sewer line and appurtenances along Americanos Boulevard to serve the southern portion of Sierra Sunrise development areas.

SS603 15" Sanitary Sewer System: Americanos Blvd A 15" diameter trunk sewer line and appurtenances along Americanos Boulevard to serve the southern portion of Sierra Sunrise development areas.

SS701 12" Sanitary Sewer System A 12" diameter trunk sewer line and appurtenances to serve the southern portion of Sierra Sunrise development area. 2 Pump Station and Force Mains
SS104 8" Force Main: Sunrise Blvd to Kiefer Blvd A 8" diameter force main and appurtenances from sewer pump station B along Sunrise Boulevard to Kiefer Boulevard to serve the Shalako development areas as well as Investek development areas.

SS105 12" Force Main: Sunrise Blvd to Chrysanthy Pump Station A 12" diameter force main and appurtenances from sewer pump station A along Sunrise Boulevard to Chrysanthy Pump Station to serve the Shalako development areas as well as Investek development areas.

SS106 Pump Station B: Sunrise Blvd A 3.1 MGD pump station to serve all development areas within Shed B of the SunCreek Specific Plan. Refer to Exhibit D of the Level 2 Sanitary Sewer Study for shed boundaries.

SS107 Chrysanthy Pump Station Upgrades Upgrades of the existing Chrysanthy Pump Station to provide additional pumping capacity as may be required to serve the Specific Plan area.

SS503 12" Force Main: Central Park Dr A 12" diameter force main and appurtenances along Central Park Drive to serve the Investek development areas as well as Callahan, Smith-Dunmore, Sierra Sunrise and Grant Line 220 development areas.

SS505 12" Force Main: Rancho Cordova Pkwy A 12" diameter force main and appurtenances along Rancho Cordova Parkway to serve the Investek development areas as well as Callahan, Smith-Dunmore, Sierra Sunrise and Grant Line 220 development areas.

SS604 Pump Station A: Public/Quasi Public A 2.8 MGD pump station to serve all development areas within Shed A of the SunCreek Specific Plan. Refer to Exhibit D of the Level 2 Sanitary Sewer Study for shed boundaries.

E POTABLE WATER TRANSMISSION MAIN IMPROVEMENTS
1 Local Potable Water System Improvements
a Low Pressure Potable Water
WM101 16" Water System: Sunrise Blvd A 16" transmission pipeline and appurtenances.

WM201 24" Water System: Rancho Cordova Pkwy A 24" transmission pipeline and appurtenances.

WM401 16" Water System: Kiefer Blvd A 16" transmission pipeline and appurtenances.

WM402 24" Water System: Central Park Dr A 24" transmission pipeline and appurtenances.

WM403 24" Water System: Central Park Dr A 24" transmission pipeline and appurtenances.

WM501 24" Water System: Central Park Dr A 24" transmission pipeline and appurtenances.

MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 5 of 9 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit D
Description of Backbone Infrastructure Facilities
SunCreek Specific Plan
7/23/2021
Facility General Description of FacilityITEM NO.

WM502 12" & 24" Water System: West Park Dr A 12" transmission pipeline and appurtenances.

WM503 18" Water System: North Campus Rd A 18" transmission pipeline and appurtenances.

WM504 18" Water System: North Campus Rd A 18" transmission pipeline and appurtenances.

WM505 24" Water System: Park A 24" transmission pipeline and appurtenances.

WM601 18" Water System: North Campus Rd A 18" transmission pipeline and appurtenances.

WM701 24" Water System: Kiefer Blvd A 24" transmission pipeline and appurtenances.

WM702 24" Water System: Americanos Blvd A 24" transmission pipeline and appurtenances.

WM703 24" Water System: Americanos Blvd A 24" transmission pipeline and appurtenances.

WM704 24" Water System: Americanos Blvd A 24" transmission pipeline and appurtenances.

WM801 24" Water System: Americanos Blvd A 24" transmission pipeline and appurtenances.

WM802 24" Water System: Americanos Blvd A 24" transmission pipeline and appurtenances.

WM803 18" Water System: North Campus Rd A 18" transmission pipeline and appurtenances.

WM901 24" Water System: Chrysanthy Blvd A 24" transmission pipeline and appurtenances.

WM902 24" Water System: Chrysanthy Blvd A 24" transmission pipeline and appurtenances.

WM906 24" Water System: Americanos Blvd A 24" transmission pipeline and appurtenances.

WM907 24" Water System: Americanos Blvd A 24" transmission pipeline and appurtenances. b High Pressure Potable Water
WM904 16" Water System: Chrysanthy Blvd A 16" transmission pipeline and appurtenances. 2 Regional Potable Water System Improvements
WM506 Sunrise Douglas 2: Booster Pump Station Booster Pump Station & (2) 1.5-2.0 MG tanks.

WM903 20" Water System: Chrysanthy Blvd A 20" transmission pipeline and appurtenances.

WM905 24" Water System: Grant Line Rd A 24" transmission pipeline and appurtenances.

MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 6 of 9 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit D
Description of Backbone Infrastructure Facilities
SunCreek Specific Plan
7/23/2021
Facility General Description of FacilityITEM NO.

F PARK CORRIDORS AND TRAILS SYSTEM IMPROVEMENTS
1 Park Corridors and Trails System Improvements
TR101 10' Secondary Trail: Kiefer Boulevard A 10' secondary trail along Kiefer Blvd to serve the western portion of the Shalako development area.

TR102 10' Secondary Trail A 10' secondary trail to serve the western portion of the Shalako development area.

TR103 Pedestrian/Bike At-Grade Crossing #1 A pedestrian/bike at-grade signalized safety crossing at Kiefer Blvd and Sunrise Blvd.

TR201 12' Primary & 10' Secondary Trail: Kiefer Boulevard A 12' primary and 10' secondary trail along Kiefer Blvd to serve the eastern portion of the Shalako development area.

TR202 12' Primary Trail A 12' primary trail to serve the eastern portion of the Shalako development area.

TR203 Pedestrian/Bike Grade Separated Crossing #2 A pedestrian/bike grade separated crossing at Kiefer Blvd TR204 Pedestrian/Bike Grade Separated Crossing #2 A pedestrian/bike grade separated crossing at Rancho Cordova Pkwy.

TR205 10' Secondary Trail A 10' secondary trail/Sewer Access Road to serve the eastern portion of the Shalako development area.

TR301 10' Secondary Trail A 10' secondary trail to serve the northern portion of the Investek development area.

TR401 12' Primary Trail A 12' primary trail/Sewer Access Road to serve the southern portion of the Investek development area.

TR402 Pedestrian/Bike At-Grade Crossing #3 A pedestrian/bike at-grade signalized safety crossing in the Investek development area.

TR501 10' Secondary Trail A 10' secondary trail to serve the Callahan development area.

TR502 10' Secondary Trail: West Park Drive A 10' secondary trail along West Park Dr to serve the Callahan development area.

TR503 10' Secondary Trail: Central Park Drive A 10' secondary trail to serve the Callahan development area.

TR504 Pedestrian/Bike At-Grade Crossing #4 A pedestrian/bike at-grade signalized safety crossing along Central Park Dr.

TR601 10' Secondary Trail: Central Park Drive A 10' secondary trail along Central Park Dr to serve Smith-Dunmore development area.

TR602 12' Primary Trail: Central Park to Americanos A 12' primary trail along Central Park Dr to Americanos Blvd to serve Smith-Dunmore development area.

TR603 12' Primary Trail: Americanos Blvd. A 12' primary trail along Americanos Blvd to serve Smith-Dunmore development area.

TR604 10' Secondary Trail A 10' secondary trail to serve the northern portion of Sierra Sunrise development area.

TR605 Pedestrian/Bike At-Grade Crossing #5 A pedestrian/bike at-grade signalized safety crossing along Central Park Dr.

TR606 Pedestrian/Bike At-Grade Crossing #6 A pedestrian/bike at-grade signalized safety crossing at Central Park Dr and Americanos Blvd.

TR701 10' Secondary Trail A 10' secondary trail to serve the southern portion of Sierra Sunrise development area.

TR801 12' Primary Trail: Americanos Blvd. A 12' primary trail along Americanos Blvd to serve the northern portion of Sierra Sunrise development area.

TR802 12' Primary Trail A 12' primary trail to serve the northern portion of Sierra Sunrise development area.

TR803 12' Primary Trail: Americanos Blvd. A 12' primary trail to serve the northern portion of Sierra Sunrise development area.

MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 7 of 9 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit D
Description of Backbone Infrastructure Facilities
SunCreek Specific Plan
7/23/2021
Facility General Description of FacilityITEM NO.

TR804 Pedestrian/Bike Grade Separated Crossing #7 A pedestrian/bike grade separated crossing at Americanos Blvd and the School Access Rd.

TR805 Pedestrian/Bike Grade Separated Crossing #8 A pedestrian/bike grade separated crossing along Americanos Blvd.

TR901 12' Primary Trail: Americanos Blvd. A 12' primary trail along Americanos Blvd to serve the Grant Line 220 development area.

TR902 12' Primary Trail A 12' primary trail to serve the Grant Line 220 development area.

TR903 Pedestrian/Bike Grade Separated Crossing #9 A pedestrian/bike grade separated crossing along Chrysanthy Blvd.

G WETLAND PRESERVE IMPROVEMENTS
1 Wetland Preserve
WB101 Wetland Buffer: Shalako West A 3-acre wetland buffer in the northwest corner of the western portion of Shalako development area to serve Phase 1.

WB102 Wetland Buffer: Shalako West A 3.8-acre wetland buffer west of Kite Creek in the western portion of Shalako development area to serve Phase 1.

WB201 Wetland Buffer: Shalako East A 6-acre wetland buffer east of Kite Creek in the eastern portion of Shalako development area to serve Phase 2.

WB301 Wetland Buffer: Investek North A 5.4-acre wetland buffer along Kite Creek in the northern portion of Investek development area to serve Phase 3.

WB401 Wetland Buffer: Investek South A 10.3-acre wetland buffer along Kite Creek in the southern portion of Investek development area to serve Phase 4.

WB501 Wetland Buffer: Callahan A 5.3-acre wetland buffer in the northwest corner of the Callahan development area to serve Phase 5.

WB601 Wetland Buffer: Smith-Dunmore A 4.9-acre wetland buffer south of Kite Creek in the southeast corner of the Smith-Dunmore development area to serve Phase 6.

WB701 Wetland Buffer: Sierra Sunrise South A 3-acre wetland buffer southeast of Kite Creek in the southern portion of Sierra Sunrise development area to serve Phase 7.

WB702 Wetland Buffer: Sierra Sunrise South A 0.3-acre wetland buffer in the northeast corner of the southern portion of Sierra Sunrise development area to serve Phase 7.

WB801 Wetland Buffer: Sierra Sunrise North A 6-acre wetland buffer northeast of Kite Creek in the northern portion of Sierra Sunrise development area to serve Phase 8.

WB802 Wetland Buffer: Sierra Sunrise North A 1.4-acre wetland buffer northeast of Kite Creek in the northern portion of Sierra Sunrise development area to serve Phase 8.

H WETLAND MITIGATION
1 Wetland Mitigation
WM101 Wetland Mitigation for Segment 1-3 Segements 1-3 wetland impact areas WM201 Wetland Mitigation for Segment 5 & 6 Segements 5 & 6 wetland impact areas WM202 Wetland Mitigation for Segment 4 Segement 4 wetland impact area WM301 Wetland Mitigation for Segment 20 Segement 20 wetland impact area WM302 Wetland Mitigation for Segment 7A & 7B Segement 7A & 7B wetland impact area WM401 Wetland Mitigation for Segment 9A Segement 9A wetland impact area WM402 Wetland Mitigation for Segment 19 Segement 19 wetland impact area WM403 Wetland Mitigation for Segment 11B Segement 11B wetland impact area MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 8 of 9 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit D
Description of Backbone Infrastructure Facilities
SunCreek Specific Plan
7/23/2021
Facility General Description of FacilityITEM NO.

WM501 Wetland Mitigation for Segment 11A Segement 11A wetland impact area WM502 Wetland Mitigation for Segment 8 Segement 8 wetland impact area WM503 Wetland Mitigation for Segment 13 Segement 13 wetland impact area WM504 Wetland Mitigation for Segment 12 Segement 12 wetland impact area WM701 Wetland Mitigation for Segment 9B Segement 9B wetland impact area WM702 Wetland Mitigation for Segment 10 Segement 10 wetland impact area WM801 Wetland Mitigation for Segment 21B Segement 21B wetland impact area WM802 Wetland Mitigation for Segment 21A Segement 21A wetland impact area WM803 Wetland Mitigation for Segment 14 Segement 14 wetland impact area WM901 Wetland Mitigation for Segment 15-17 Segements 15-17 wetland impact areas WM902 Wetland Mitigation for Segment 18 Segement 18 wetland impact area MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 9 of 9 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 22 of 31
Roseville, CA

Exhibit E

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit E
Backbone Infrastructure Phasing Matrix
SunCreek Specific Plan
7/23/2021
1 2 3 4 5 6 7 8 9
Shalako
West
Shalako
East
Investek
North
Investek
South Callahan Smith-
Dunmore
Sierra Sunrise
South
Sierra Sunrise
North Grant Line 220

A PLAN AREA ROADWAY IMPROVEMENTS (ON-SITE)
1 Rancho Cordova Parkway
RD201 Rancho Cordova Parkway: Kiefer Boulevard to Southern Project Limit X RD301 Rancho Cordova Parkway: Central Park Drive to Kiefer Boulevard X RD501 Rancho Cordova Parkway: Northern Project Limit to Central Park Drive X 2 Kiefer Boulevard
RD101 Kiefer Boulevard: Sunrise Blvd to west of Rancho Cordova Pkwy X RD202 Kiefer Boulevard: west of Rancho Cordova to Rancho Cordova X RD401 Kiefer Boulevard: Rancho Cordova Parkway to Americanos Boulevard X X RD701 Kiefer Boulevard: Americanos Boulevard to Eastern Project Limit X 3 Americanos Boulevard
RD702 Americanos Boulevard: Kiefer Boulevard to Central Park Drive X X RD703 Americanos Boulevard: Central Park Drive to north of Central Park Drive X X X RD704 Americanos Boulevard: Central Park Drive to High School Access Road X X RD801 Americanos Boulevard: High School Access Rd to North Campus Rd X RD802 Americanos Boulevard: North Campus Rd to north of North Campus Rd X X RD901 Americanos Boulevard: North of North Campus Road X RD902 Americanos Boulevard: north of North Campus Rd to Chrysanthy Blvd X 4 Chrysanthy Boulevard
RD903 Chrysanthy Boulevard: Western Project Limit to Grant Line Road X FacilityNo.

Development Area (Initial Phase of Development)
MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 1 of 10 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit E
Backbone Infrastructure Phasing Matrix
SunCreek Specific Plan
7/23/2021
1 2 3 4 5 6 7 8 9
Shalako
West
Shalako
East
Investek
North
Investek
South Callahan Smith-
Dunmore
Sierra Sunrise
South
Sierra Sunrise
North Grant Line 220
FacilityNo.

Development Area (Initial Phase of Development)
5 Sunrise Boulevard
RD102 Sunrise Boulevard: Kiefer Boulevard to Southern Project Limit X 6 North Campus Road
RD502 North Campus Road: Rancho Cordova Pkwy to east of West Park Drive X X X X RD602 North Campus Road: east of West Park to west of Americanos X X X RD803 North Campus Road: west of Americanos Drive to Americanos Drive X X 7 West Park Drive
RD503 West Park Drive: North Campus Road to Central Park Drive X X 8 Central Park Drive
RD504 Central Park Drive: Rancho Cordova Pkwy to east of West Park Drive X X X X X X RD601 Central Park Drive: east of West Park Drive to Americanos Drive X X X X

B ROADWAY IMPROVEMENTS (OFF-SITE)
1 Rancho Cordova Parkway
RW100 Rancho Cordova Parkway: Chrysanthy Blvd to Douglas Blvd X X X X X X X 2 Kiefer Boulevard
RW101 Kiefer Boulevard: Eastern Project Limit to Grant Line Rd X X MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 2 of 10 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit E
Backbone Infrastructure Phasing Matrix
SunCreek Specific Plan
7/23/2021
1 2 3 4 5 6 7 8 9
Shalako
West
Shalako
East
Investek
North
Investek
South Callahan Smith-
Dunmore
Sierra Sunrise
South
Sierra Sunrise
North Grant Line 220
FacilityNo.

Development Area (Initial Phase of Development)
3 Jackson Road/Grant Line Road Intersection
RW102 Jackson Road/Grant Line Road Intersection X X

C STORM DRAINAGE SYSTEM IMPROVEMENTS
1 Pipeline Systems
SD101 Kiefer to DB No. 9 drainage X
SD103 Sunrise & Kiefer untreated drainage system & culverts X SD104 Kiefer Box Culvert Extension3 X
SD201 Kiefer Blvd to DB No. 8 drainage system & Con-Spans X SD301 Rancho Cordova Pkwy to DB No. 6 drainage system X X X X X X SD302 Investek North drainage system X
SD304 Rancho Cordova untreated drainage system X X X X X X SD305 Rancho Cordova drainage culvert 3 X
SD402 Investek South drainage system X
SD403 Con-Span Drainage Crossing No. 3 X X X X X X
SD502 West Park Dr to DB No. 5 drainage system X X X X X SD503 Rancho Cordova Pkwy untreated drainage system X X X X X X SD601 North Campus to DB No. 4 drainage system X X X
SD603 School Access Road untreated drainage system X X X SD604 Con-Span Drainage Crossing No. 4 X X X X X X
SD605 Con-Span Drainage Crossing No. 51 X X X X
SD701 Americanos Blvd to DB No. 3 drainage system X X
MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 3 of 10 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit E
Backbone Infrastructure Phasing Matrix
SunCreek Specific Plan
7/23/2021
1 2 3 4 5 6 7 8 9
Shalako
West
Shalako
East
Investek
North
Investek
South Callahan Smith-
Dunmore
Sierra Sunrise
South
Sierra Sunrise
North Grant Line 220
FacilityNo.

Development Area (Initial Phase of Development)
SD802 Americanos Blvd drainage system X X
SD803 Americanos Blvd untreated drainage system X X
SD901 Grant Line 220 untreated drainage system X
SD902 Grant Line 220 drainage system X
SD903 Grant Line 220 drainage system X
2 Detention, Water Quality and Hydro-Modification Basins SD102 SunCreek Basin No. 9 X
SD202 SunCreek Basin No. 8 X
SD303 SunCreek Basin No. 6 X X X X X X
SD401 SunCreek Basin No. 7 X
SD501 SunCreek Basin No. 5 X X X X X
SD602 SunCreek Basin No. 4 X X X
SD702 SunCreek Basin No. 3 X X
SD801 SunCreek Basin No. 2 X X
SD904 SunCreek Basin No. 1 X
MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 4 of 10 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit E
Backbone Infrastructure Phasing Matrix
SunCreek Specific Plan
7/23/2021
1 2 3 4 5 6 7 8 9
Shalako
West
Shalako
East
Investek
North
Investek
South Callahan Smith-
Dunmore
Sierra Sunrise
South
Sierra Sunrise
North Grant Line 220
FacilityNo.

Development Area (Initial Phase of Development)

D SANITARY SEWER SYSTEM IMPROVEMENTS
1 Gravity Sanitary Sewer System
SS101 21" Sanitary Sewer System X X X X
SS102 15" Sanitary Sewer System X X X X
SS103 12" Sanitary Sewer System X X X X
SS201 15" Sanitary Sewer System: Kiefer Blvd X X X
SS301 15" Sanitary Sewer System X X
SS501 10" Sanitary Sewer System: Park X
SS502 10" Sanitary Sewer System: West Park Dr X
SS601 15" & 18" Sanitary Sewer System: School X X X
SS602 15" Sanitary Sewer System: Americanos Blvd X
SS603 15" Sanitary Sewer System: Americanos Blvd X X X
SS604 Pump Station A: Public/Quasi Public X X X X
SS701 12" Sanitary Sewer System X
MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 5 of 10 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit E
Backbone Infrastructure Phasing Matrix
SunCreek Specific Plan
7/23/2021
1 2 3 4 5 6 7 8 9
Shalako
West
Shalako
East
Investek
North
Investek
South Callahan Smith-
Dunmore
Sierra Sunrise
South
Sierra Sunrise
North Grant Line 220
FacilityNo.

Development Area (Initial Phase of Development)
2 Pump Station and Force Mains
SS104 8" Force Main: Sunrise Blvd to Kiefer Blvd X X X X SS105 12" Force Main: Sunrise Blvd to Chrysanthy Pump Station X X X SS106 Pump Station B: Sunrise Blvd X X X X
SS107 Chrysanthy Pump Station Upgrades X X X X X X X X
SS503 12" Force Main: Central Park Dr X X X X
SS505 12" Force Main: Rancho Cordova Pkwy X X X X

E POTABLE WATER TRANSMISSION MAIN IMPROVEMENTS
1 Local Potable Water System Improvements
a Low Pressure Potable Water
WM101 16" Water System: Sunrise Blvd X
WM201 24" Water System: Rancho Cordova Pkwy X
WM401 16" Water System: Kiefer Blvd X X
WM402 24" Water System: Central Park Dr X X X X
WM403 24" Water System: Central Park Dr X X X X X X
WM501 24" Water System: Central Park Dr X X X X X X
WM502 12" & 24" Water System: West Park Dr X X
WM503 18" Water System: North Campus Rd X X X X
WM504 18" Water System: North Campus Rd X X X X
WM505 24" Water System: Park X
MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 6 of 10 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit E
Backbone Infrastructure Phasing Matrix
SunCreek Specific Plan
7/23/2021
1 2 3 4 5 6 7 8 9
Shalako
West
Shalako
East
Investek
North
Investek
South Callahan Smith-
Dunmore
Sierra Sunrise
South
Sierra Sunrise
North Grant Line 220
FacilityNo.

Development Area (Initial Phase of Development)
WM601 18" Water System: North Campus Rd X X X
WM701 24" Water System: Kiefer Blvd X X
WM702 24" Water System: Americanos Blvd X X
WM703 24" Water System: Americanos Blvd X X X
WM704 24" Water System: Americanos Blvd X X
WM801 24" Water System: Americanos Blvd X
WM802 24" Water System: Americanos Blvd X X
WM803 18" Water System: North Campus Rd X X
WM901 24" Water System: Chrysanthy Blvd X
WM902 24" Water System: Chrysanthy Blvd X
WM906 24" Water System: Americanos Blvd X
WM907 24" Water System: Americanos Blvd X
b High Pressure Potable Water
WM904 16" Water System: Chrysanthy Blvd X
2 Regional Potable Water System Improvements
WM506 Sunrise Douglas 2: Booster Pump Station X
WM903 20" Water System: Chrysanthy Blvd X
WM905 24" Water System: Grant Line Rd X
MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 7 of 10 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit E
Backbone Infrastructure Phasing Matrix
SunCreek Specific Plan
7/23/2021
1 2 3 4 5 6 7 8 9
Shalako
West
Shalako
East
Investek
North
Investek
South Callahan Smith-
Dunmore
Sierra Sunrise
South
Sierra Sunrise
North Grant Line 220
FacilityNo.

Development Area (Initial Phase of Development)

F PARK CORRIDORS AND TRAILS SYSTEM IMPROVEMENTS
1 Park Corridors and Trails System Improvements
TR101 10' Secondary Trail: Kiefer Boulevard X
TR102 10' Secondary Trail X
TR103 Pedestrian/Bike At-Grade Crossing #1 X
TR201 12' Primary & 10' Secondary Trail: Kiefer Boulevard X TR202 12' Primary Trail X
TR203 Pedestrian/Bike Grade Separated Crossing #2 X X X X TR204 Pedestrian/Bike Grade Separated Crossing #2 X X X X TR205 10' Secondary Trail X
TR301 10' Secondary Trail X
TR401 12' Primary Trail X
TR402 Pedestrian/Bike At-Grade Crossing #3 X
TR501 10' Secondary Trail X
TR502 10' Secondary Trail: West Park Drive X
TR503 10' Secondary Trail: Central Park Drive X
TR504 Pedestrian/Bike At-Grade Crossing #4 X X X X X X
TR601 10' Secondary Trail: Central Park Drive X
TR602 12' Primary Trail: Central Park to Americanos X
TR603 12' Primary Trail: Americanos Blvd. X
TR604 10' Secondary Trail X
MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 8 of 10 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit E
Backbone Infrastructure Phasing Matrix
SunCreek Specific Plan
7/23/2021
1 2 3 4 5 6 7 8 9
Shalako
West
Shalako
East
Investek
North
Investek
South Callahan Smith-
Dunmore
Sierra Sunrise
South
Sierra Sunrise
North Grant Line 220
FacilityNo.

Development Area (Initial Phase of Development)
TR605 Pedestrian/Bike At-Grade Crossing #5 X X X X
TR606 Pedestrian/Bike At-Grade Crossing #6 X X X X
TR701 10' Secondary Trail X
TR801 12' Primary Trail: Americanos Blvd. X
TR802 12' Primary Trail X
TR803 12' Primary Trail: Americanos Blvd. X
TR804 Pedestrian/Bike Grade Separated Crossing #7 X X
TR805 Pedestrian/Bike Grade Separated Crossing #8 X X
TR901 12' Primary Trail: Americanos Blvd. X
TR902 12' Primary Trail X
TR903 Pedestrian/Bike Grade Separated Crossing #9 X

G WETLAND PRESERVE IMPROVEMENTS
1 Wetland Preserve
WB101 Wetland Buffer: Shalako West X
WB102 Wetland Buffer: Shalako West X
WB201 Wetland Buffer: Shalako East X
WB301 Wetland Buffer: Investek North X
WB401 Wetland Buffer: Investek South X
WB501 Wetland Buffer: Callahan X
WB601 Wetland Buffer: Smith-Dunmore X
WB701 Wetland Buffer: Sierra Sunrise South X
MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 9 of 10 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Exhibit E
Backbone Infrastructure Phasing Matrix
SunCreek Specific Plan
7/23/2021
1 2 3 4 5 6 7 8 9
Shalako
West
Shalako
East
Investek
North
Investek
South Callahan Smith-
Dunmore
Sierra Sunrise
South
Sierra Sunrise
North Grant Line 220
FacilityNo.

Development Area (Initial Phase of Development)
WB702 Wetland Buffer: Sierra Sunrise South X
WB801 Wetland Buffer: Sierra Sunrise North X
WB802 Wetland Buffer: Sierra Sunrise North X X X

H WETLAND MITIGATION
1 Wetland Mitigation
WM101 Wetland Mitigation for Segment 1-3 X X X X
WM201 Wetland Mitigation for Segment 5 & 6 X
WM202 Wetland Mitigation for Segment 4 X X X
WM301 Wetland Mitigation for Segment 20 X X X X X X
WM302 Wetland Mitigation for Segment 7A & 7B X X X X X X WM401 Wetland Mitigation for Segment 9A X
WM402 Wetland Mitigation for Segment 19 X
WM403 Wetland Mitigation for Segment 11B X X X X
WM501 Wetland Mitigation for Segment 11A X X X X X X X
WM502 Wetland Mitigation for Segment 8 X X X X X X X
WM503 Wetland Mitigation for Segment 13 X X X X
WM504 Wetland Mitigation for Segment 12 X X X X
WM701 Wetland Mitigation for Segment 9B X
WM702 Wetland Mitigation for Segment 10 X X X X
WM801 Wetland Mitigation for Segment 21B X X X
WM802 Wetland Mitigation for Segment 21A X X
WM803 Wetland Mitigation for Segment 14 X X
WM901 Wetland Mitigation for Segment 15-17 X
WM902 Wetland Mitigation for Segment 18 X
MacKay & Somps Civil Engineers, Inc. - Subject to Revision Page 10 of 10 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 23 of 31
Roseville, CA

Exhibit F

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Existing (8")
FM
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM.

Anatolia III
Existing (8") FM
Proposed (8") FM
Chrysanthy Sewer
Pump Station
SunCreek Sewer
Pump Station B
15" sanitary
trunk sewer
SunCreek
Sewer Pump
Station A
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 3
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 5
Con-Span
Drainage
Crossing No. 4
Con-Span
Drainage
Crossing No. 2
WQB/Hydro/DB No. 1
WQB/Hydro/DB No. 2
WQB/Hydro/DB No. 3
WQB/Hydro/DB No. 4
WQB/Hydro/DB No. 6
WQB/Hydro/DB No. 9
WQB/Hydro/DB No. 8
WQB/Hydro/DB No. 7
WQB/Hydro/DB No. 5
Con-Span
Drainage
Crossing No. 1
CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
Drainage Culvert
Extension
Drainage Culvert
Extension
WQB/Hydro/DB No. 9
Future
Extension
By Others
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM. Proposed (8") FM
SunCreek Sewer
Pump Station B
Drainage Culvert
Extension
Drainage Culvert
Extension
WQB/Hydro/DB No. 9
Chrysanthy Sewer
Pump Station
To
Anatolia
To
Anatolia
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future Sunrise
Douglas 2

1.5 - 2 mg Tanks
& TBD gpm pump
station, to be
installed
by Zone 40
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
0 500 1000 feet
City of Rancho Cordova, California
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189

EXHIBIT F
Infrastructure Exhibit
Backbone
PHASE 1 (SHALAKO WEST)
27146.000

INFRASTRUCTURE ABBREVIATIONS
DB Detention Basin
FM Force Main
Hydro Hydromodification Basin
PRS Pressure Reducing Station
SD Storm Drain
SS Sanitary Sewer
W Potable Water
WQB Water Quality Basin
SunCreek Specific Plan

SIGNALIZED INTERSECTION (CIP)

SIGNALIZED INTERSECTION (PLAN AREA FEE)

ROADWAYS

PROPOSED SANITARY SEWER SYSTEM (SIZE INDICATED)

EXISTING SANITARY SEWER SYSTEM (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

EXISTING SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED POTABLE WATER SYSTEM (SIZE INDICATED)

EXISTING POTABLE WATER SYSTEM (SIZE INDICATED)

HIGH TO LOW PRESSURE REDUCING STATION

STORM DRAIN SYSTEM (SIZE INDICATED)
"UNTREATED" STORM DRAIN SYSTEM (SIZE INDICATED)

OFF-STREAM WATER QUALITY/HYDROMODIFICATION/DETENTION BASIN 12' PRIMARY TRAIL
10' SECONDARY TRAIL

PEDESTRIAN/BIKE AT-GRADE SIGNALIZED SAFETY CROSSING

PEDESTRIAN/BIKE GRADE SEPARATED CROSSING

WETLAND BUFFER

INFRASTRUCTURE LEGEND
NOTES:

1. Utilities alignments are shown outside of right-of-way for clarity.

Utilities will be built within the right-of-way and easements.

2. Orange storm drain pipes are dedicated pipes with no connections, sized for the sole purpose of conveying undeveloped, untreated, undetained storm runoff from the open space areas through the SunCreek Specific Plan to the Open Space Preserve.

3. The SunCreek Master Drainage Study did not analyze the size or location of the trunk storm drainage pipes. Therefore, sizing of the storm drainage trunk pipes was determined using professional judgement and experience without engineering analysis.

4. Cost of backbone storm drain system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Storm drainage system captured in the backbone roads include 18" storm drainage lines, storm drain manholes and drain inlets.

5. Cost of backbone sanitary sewer system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Sanitary sewer system captured in the backbone roads include 10" sanitary sewer lines and sewer manholes.

6. Cost of backbone water system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Water system captured in the backbone roads include 10" distribution water lines, valves and hydrants.

7. Offsite Roadway improvements include Rancho Cordova Parkway extension from Chrysanthy Blvd. to Douglas Blvd., Kiefer Blvd. extension to Grantline Road and intersection improvements, and Jackson Highway and Grantline Road intersection improvements.

See Offsite Roadway Improvements Exhibit "C" in the Preliminary Cost Estimate.

8. Construction of the 12" FM will only be required once the 8" FM has reached capacity.

July 2021
SCALED TO FIT 11x17
ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 24 of 31
Roseville, CA

Exhibit G

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 3
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 5
Con-Span
Drainage
Crossing No. 4
Con-Span
Drainage
Crossing No. 2
WQB/Hydro/DB No. 1
WQB/Hydro/DB No. 2
WQB/Hydro/DB No. 3
WQB/Hydro/DB No. 4
WQB/Hydro/DB No. 6
WQB/Hydro/DB No. 9
WQB/Hydro/DB No. 8
WQB/Hydro/DB No. 7
WQB/Hydro/DB No. 5
Con-Span
Drainage
Crossing No. 1
Existing (8")
FM
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM.

Anatolia III
Existing (8") FM
Proposed (8") FM
Chrysanthy Sewer
Pump Station
SunCreek Sewer
Pump Station B
15" sanitary
trunk sewer
SunCreek
Sewer Pump
Station A
Future
Extension
By Others
Drainage Culvert ExtensionDrainage Culvert Extension
WQB/Hydro/DB No. 8
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM. Proposed (8") FM
Con-Span
Drainage
Crossing No. 2
Con-Span
Drainage
Crossing No. 1
Chrysanthy Sewer
Pump Station
To
Anatolia
To
Anatolia
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future Sunrise
Douglas 2

1.5 - 2 mg Tanks
& TBD gpm pump
station, to be
installed
by Zone 40
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
15" sanitary
trunk sewer
0 500 1000 feet
City of Rancho Cordova, California
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189

EXHIBIT G
Infrastructure Exhibit
Backbone
PHASE 2 (SHALAKO EAST)
27146.000
July 2021
SunCreek Specific Plan

INFRASTRUCTURE ABBREVIATIONS
DB Detention Basin
FM Force Main
Hydro Hydromodification Basin
PRS Pressure Reducing Station
SD Storm Drain
SS Sanitary Sewer
W Potable Water
WQB Water Quality Basin

SIGNALIZED INTERSECTION (CIP)

SIGNALIZED INTERSECTION (PLAN AREA FEE)

ROADWAYS

PROPOSED SANITARY SEWER SYSTEM (SIZE INDICATED)

EXISTING SANITARY SEWER SYSTEM (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

EXISTING SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED POTABLE WATER SYSTEM (SIZE INDICATED)

EXISTING POTABLE WATER SYSTEM (SIZE INDICATED)

HIGH TO LOW PRESSURE REDUCING STATION

STORM DRAIN SYSTEM (SIZE INDICATED)
"UNTREATED" STORM DRAIN SYSTEM (SIZE INDICATED)

OFF-STREAM WATER QUALITY/HYDROMODIFICATION/DETENTION BASIN 12' PRIMARY TRAIL
10' SECONDARY TRAIL

PEDESTRIAN/BIKE AT-GRADE SIGNALIZED SAFETY CROSSING

PEDESTRIAN/BIKE GRADE SEPARATED CROSSING

WETLAND BUFFER

INFRASTRUCTURE LEGEND
SCALED TO FIT 11x17 NOTES:

1. Utilities alignments are shown outside of right-of-way for clarity.

Utilities will be built within the right-of-way and easements.

2. Orange storm drain pipes are dedicated pipes with no connections, sized for the sole purpose of conveying undeveloped, untreated, undetained storm runoff from the open space areas through the SunCreek Specific Plan to the Open Space Preserve.

3. The SunCreek Master Drainage Study did not analyze the size or location of the trunk storm drainage pipes. Therefore, sizing of the storm drainage trunk pipes was determined using professional judgement and experience without engineering analysis.

4. Cost of backbone storm drain system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Storm drainage system captured in the backbone roads include 18" storm drainage lines, storm drain manholes and drain inlets.

5. Cost of backbone sanitary sewer system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Sanitary sewer system captured in the backbone roads include 10" sanitary sewer lines and sewer manholes.

6. Cost of backbone water system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Water system captured in the backbone roads include 10" distribution water lines, valves and hydrants.

7. Offsite Roadway improvements include Rancho Cordova Parkway extension from Chrysanthy Blvd. to Douglas Blvd., Kiefer Blvd. extension to Grantline Road and intersection improvements, and Jackson Highway and Grantline Road intersection improvements.

See Offsite Roadway Improvements Exhibit "C" in the Preliminary Cost Estimate.

8. Construction of the 12" FM will only be required once the 8" FM has reached capacity.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 25 of 31
Roseville, CA

Exhibit H

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 3
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 5
Con-Span
Drainage
Crossing No. 4
Con-Span
Drainage
Crossing No. 2
WQB/Hydro/DB No. 1
WQB/Hydro/DB No. 2
WQB/Hydro/DB No. 3
WQB/Hydro/DB No. 4
WQB/Hydro/DB No. 6
WQB/Hydro/DB No. 9
WQB/Hydro/DB No. 8
WQB/Hydro/DB No. 7
WQB/Hydro/DB No. 5
Con-Span
Drainage
Crossing No. 1
CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
Existing (8")
FM
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM.

Anatolia III
Existing (8") FM
Proposed (8") FM
Chrysanthy Sewer
Pump Station
SunCreek Sewer
Pump Station B
15" sanitary
trunk sewer
SunCreek
Sewer Pump
Station A
To
Anatolia
To
Anatolia
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future Sunrise
Douglas 2

1.5 - 2 mg Tanks
& TBD gpm pump
station, to be
installed
by Zone 40
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Con-Span
Drainage
Crossing No. 3
Drainage Culvert ExtensionDrainage Culvert Extension
Chrysanthy Sewer
Pump Station
SunCreek Sewer
Pump Station B
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM. Proposed (8") FM
10" sanitary
trunk sewer
WQB/Hydro/DB No. 6
0 500 1000 feet
City of Rancho Cordova, California
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189

EXHIBIT H
Infrastructure Exhibit
Backbone
PHASE 3 (INVESTEK NORTH)
27146.000
July 2021
SunCreek Specific Plan

INFRASTRUCTURE ABBREVIATIONS
DB Detention Basin
FM Force Main
Hydro Hydromodification Basin
PRS Pressure Reducing Station
SD Storm Drain
SS Sanitary Sewer
W Potable Water
WQB Water Quality Basin

SIGNALIZED INTERSECTION (CIP)

SIGNALIZED INTERSECTION (PLAN AREA FEE)

ROADWAYS

PROPOSED SANITARY SEWER SYSTEM (SIZE INDICATED)

EXISTING SANITARY SEWER SYSTEM (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

EXISTING SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED POTABLE WATER SYSTEM (SIZE INDICATED)

EXISTING POTABLE WATER SYSTEM (SIZE INDICATED)

HIGH TO LOW PRESSURE REDUCING STATION

STORM DRAIN SYSTEM (SIZE INDICATED)
"UNTREATED" STORM DRAIN SYSTEM (SIZE INDICATED)

OFF-STREAM WATER QUALITY/HYDROMODIFICATION/DETENTION BASIN 12' PRIMARY TRAIL
10' SECONDARY TRAIL

PEDESTRIAN/BIKE AT-GRADE SIGNALIZED SAFETY CROSSING

PEDESTRIAN/BIKE GRADE SEPARATED CROSSING

WETLAND BUFFER

INFRASTRUCTURE LEGEND
SCALED TO FIT 11x17 NOTES:

1. Utilities alignments are shown outside of right-of-way for clarity.

Utilities will be built within the right-of-way and easements.

2. Orange storm drain pipes are dedicated pipes with no connections, sized for the sole purpose of conveying undeveloped, untreated, undetained storm runoff from the open space areas through the SunCreek Specific Plan to the Open Space Preserve.

3. The SunCreek Master Drainage Study did not analyze the size or location of the trunk storm drainage pipes. Therefore, sizing of the storm drainage trunk pipes was determined using professional judgement and experience without engineering analysis.

4. Cost of backbone storm drain system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Storm drainage system captured in the backbone roads include 18" storm drainage lines, storm drain manholes and drain inlets.

5. Cost of backbone sanitary sewer system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Sanitary sewer system captured in the backbone roads include 10" sanitary sewer lines and sewer manholes.

6. Cost of backbone water system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Water system captured in the backbone roads include 10" distribution water lines, valves and hydrants.

7. Offsite Roadway improvements include Rancho Cordova Parkway extension from Chrysanthy Blvd. to Douglas Blvd., Kiefer Blvd. extension to Grantline Road and intersection improvements, and Jackson Highway and Grantline Road intersection improvements.

See Offsite Roadway Improvements Exhibit "C" in the Preliminary Cost Estimate.

8. Construction of the 12" FM will only be required once the 8" FM has reached capacity.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 26 of 31
Roseville, CA

Exhibit I

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 3
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 5
Con-Span
Drainage
Crossing No. 4
Con-Span
Drainage
Crossing No. 2
WQB/Hydro/DB No. 1
WQB/Hydro/DB No. 2
WQB/Hydro/DB No. 3
WQB/Hydro/DB No. 4
WQB/Hydro/DB No. 6
WQB/Hydro/DB No. 9
WQB/Hydro/DB No. 8
WQB/Hydro/DB No. 7
WQB/Hydro/DB No. 5
Con-Span
Drainage
Crossing No. 1
Existing (8")
FM
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM.

Anatolia III
Existing (8") FM
Proposed (8") FM
Chrysanthy Sewer
Pump Station
SunCreek Sewer
Pump Station B
15" sanitary
trunk sewer
SunCreek
Sewer Pump
Station A
Future
Extension
By Others
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM. Proposed (8") FM
Chrysanthy Sewer
Pump Station
SunCreek Sewer
Pump Station B
Con-Span
Drainage
Crossing No. 4
Con-Span
Drainage
Crossing No. 3
WQB/Hydro/DB No. 6
Drainage Culvert Extension To
Anatolia
To
Anatolia
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future Sunrise
Douglas 2

1.5 - 2 mg Tanks
& TBD gpm pump
station, to be
installed
by Zone 40
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
WQB/Hydro/DB No. 7
15" sanitary
trunk sewer
0 500 1000 feet
City of Rancho Cordova, California
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189

EXHIBIT I
Infrastructure Exhibit
Backbone
PHASE 4 (INVESTEK SOUTH)
27146.000
July 2021
SunCreek Specific Plan
SCALED TO FIT 11x17

INFRASTRUCTURE ABBREVIATIONS
DB Detention Basin
FM Force Main
Hydro Hydromodification Basin
PRS Pressure Reducing Station
SD Storm Drain
SS Sanitary Sewer
W Potable Water
WQB Water Quality Basin

SIGNALIZED INTERSECTION (CIP)

SIGNALIZED INTERSECTION (PLAN AREA FEE)

ROADWAYS

PROPOSED SANITARY SEWER SYSTEM (SIZE INDICATED)

EXISTING SANITARY SEWER SYSTEM (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

EXISTING SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED POTABLE WATER SYSTEM (SIZE INDICATED)

EXISTING POTABLE WATER SYSTEM (SIZE INDICATED)

HIGH TO LOW PRESSURE REDUCING STATION

STORM DRAIN SYSTEM (SIZE INDICATED)
"UNTREATED" STORM DRAIN SYSTEM (SIZE INDICATED)

OFF-STREAM WATER QUALITY/HYDROMODIFICATION/DETENTION BASIN 12' PRIMARY TRAIL
10' SECONDARY TRAIL

PEDESTRIAN/BIKE AT-GRADE SIGNALIZED SAFETY CROSSING

PEDESTRIAN/BIKE GRADE SEPARATED CROSSING

WETLAND BUFFER

INFRASTRUCTURE LEGEND
NOTES:

1. Utilities alignments are shown outside of right-of-way for clarity.

Utilities will be built within the right-of-way and easements.

2. Orange storm drain pipes are dedicated pipes with no connections, sized for the sole purpose of conveying undeveloped, untreated, undetained storm runoff from the open space areas through the SunCreek Specific Plan to the Open Space Preserve.

3. The SunCreek Master Drainage Study did not analyze the size or location of the trunk storm drainage pipes. Therefore, sizing of the storm drainage trunk pipes was determined using professional judgement and experience without engineering analysis.

4. Cost of backbone storm drain system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Storm drainage system captured in the backbone roads include 18" storm drainage lines, storm drain manholes and drain inlets.

5. Cost of backbone sanitary sewer system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Sanitary sewer system captured in the backbone roads include 10" sanitary sewer lines and sewer manholes.

6. Cost of backbone water system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Water system captured in the backbone roads include 10" distribution water lines, valves and hydrants.

7. Offsite Roadway improvements include Rancho Cordova Parkway extension from Chrysanthy Blvd. to Douglas Blvd., Kiefer Blvd. extension to Grantline Road and intersection improvements, and Jackson Highway and Grantline Road intersection improvements.

See Offsite Roadway Improvements Exhibit "C" in the Preliminary Cost Estimate.

8. Construction of the 12" FM will only be required once the 8" FM has reached capacity.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 27 of 31
Roseville, CA

Exhibit J
ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
Existing (8")
FM
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM.

Anatolia III
Existing (8") FM
Proposed (8") FM
Chrysanthy Sewer
Pump Station
SunCreek Sewer
Pump Station B
15" sanitary
trunk sewer
SunCreek
Sewer Pump
Station A
To
Anatolia
To
Anatolia
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future Sunrise
Douglas 2

1.5 - 2 mg Tanks
& TBD gpm pump
station, to be
installed
by Zone 40
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 3
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 5
Con-Span
Drainage
Crossing No. 4
Con-Span
Drainage
Crossing No. 2
WQB/Hydro/DB No. 1
WQB/Hydro/DB No. 2
WQB/Hydro/DB No. 3
WQB/Hydro/DB No. 4
WQB/Hydro/DB No. 6
WQB/Hydro/DB No. 9
WQB/Hydro/DB No. 8
WQB/Hydro/DB No. 7
WQB/Hydro/DB No. 5
Con-Span
Drainage
Crossing No. 1
WQB/Hydro/DB No. 5
Chrysanthy Sewer
Pump Station
Con-Span
Drainage
Crossing No. 4
WQB/Hydro/DB No. 6
Con-Span
Drainage
Crossing No. 3
SunCreek
Sewer Pump
Station A
SunCreek
Sewer Pump
Station A
Future Sunrise
Douglas 2

1.5 - 2 mg Tanks
& TBD gpm pump
station, to be
installed
by Zone 40
Future Sunrise
Douglas 2

1.5 - 2 mg Tanks
& TBD gpm pump
station, to be
installed
by Zone 40
0 500 1000 feet
City of Rancho Cordova, California
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189

EXHIBIT J
Infrastructure Exhibit
Backbone
PHASE 5 (CALLAHAN)
27146.000
July 2021
SunCreek Specific Plan
SCALED TO FIT 11x17

INFRASTRUCTURE ABBREVIATIONS
DB Detention Basin
FM Force Main
Hydro Hydromodification Basin
PRS Pressure Reducing Station
SD Storm Drain
SS Sanitary Sewer
W Potable Water
WQB Water Quality Basin

SIGNALIZED INTERSECTION (CIP)

SIGNALIZED INTERSECTION (PLAN AREA FEE)

ROADWAYS

PROPOSED SANITARY SEWER SYSTEM (SIZE INDICATED)

EXISTING SANITARY SEWER SYSTEM (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

EXISTING SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED POTABLE WATER SYSTEM (SIZE INDICATED)

EXISTING POTABLE WATER SYSTEM (SIZE INDICATED)

HIGH TO LOW PRESSURE REDUCING STATION

STORM DRAIN SYSTEM (SIZE INDICATED)
"UNTREATED" STORM DRAIN SYSTEM (SIZE INDICATED)

OFF-STREAM WATER QUALITY/HYDROMODIFICATION/DETENTION BASIN 12' PRIMARY TRAIL
10' SECONDARY TRAIL

PEDESTRIAN/BIKE AT-GRADE SIGNALIZED SAFETY CROSSING

PEDESTRIAN/BIKE GRADE SEPARATED CROSSING

WETLAND BUFFER

INFRASTRUCTURE LEGEND
NOTES:

1. Utilities alignments are shown outside of right-of-way for clarity.

Utilities will be built within the right-of-way and easements.

2. Orange storm drain pipes are dedicated pipes with no connections, sized for the sole purpose of conveying undeveloped, untreated, undetained storm runoff from the open space areas through the SunCreek Specific Plan to the Open Space Preserve.

3. The SunCreek Master Drainage Study did not analyze the size or location of the trunk storm drainage pipes. Therefore, sizing of the storm drainage trunk pipes was determined using professional judgement and experience without engineering analysis.

4. Cost of backbone storm drain system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Storm drainage system captured in the backbone roads include 18" storm drainage lines, storm drain manholes and drain inlets.

5. Cost of backbone sanitary sewer system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Sanitary sewer system captured in the backbone roads include 10" sanitary sewer lines and sewer manholes.

6. Cost of backbone water system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Water system captured in the backbone roads include 10" distribution water lines, valves and hydrants.

7. Offsite Roadway improvements include Rancho Cordova Parkway extension from Chrysanthy Blvd. to Douglas Blvd., Kiefer Blvd. extension to Grantline Road and intersection improvements, and Jackson Highway and Grantline Road intersection improvements.

See Offsite Roadway Improvements Exhibit "C" in the Preliminary Cost Estimate.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 28 of 31
Roseville, CA
Exhibit K
ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 3
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 5
Con-Span
Drainage
Crossing No. 4
Con-Span
Drainage
Crossing No. 2
WQB/Hydro/DB No. 1
WQB/Hydro/DB No. 2
WQB/Hydro/DB No. 3
WQB/Hydro/DB No. 4
WQB/Hydro/DB No. 6
WQB/Hydro/DB No. 9
WQB/Hydro/DB No. 8
WQB/Hydro/DB No. 7
WQB/Hydro/DB No. 5
Con-Span
Drainage
Crossing No. 1
Existing (8")
FM
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM.

Anatolia III
Existing (8") FM
Proposed (8") FM
Chrysanthy Sewer
Pump Station
SunCreek Sewer
Pump Station B
15" sanitary
trunk sewer
SunCreek
Sewer Pump
Station A
To
Anatolia
To
Anatolia
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future Sunrise
Douglas 2

1.5 - 2 mg Tanks
& TBD gpm pump
station, to be
installed
by Zone 40
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Con-Span
Drainage
Crossing No. 5
Con-Span
Drainage
Crossing No. 4
Chrysanthy Sewer
Pump Station
WQB/Hydro/DB No. 6
WQB/Hydro/DB No. 5
Con-Span
Drainage
Crossing No. 3
WQB/Hydro/DB No. 4
SunCreek
Sewer Pump
Station A
Future Sunrise
Douglas 2

1.5 - 2 mg Tanks
& TBD gpm pump
station, to be
installed
by Zone 40
0 500 1000 feet
City of Rancho Cordova, California
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189

EXHIBIT K
Infrastructure Exhibit
Backbone
PHASE 6 (SMITH - DUNMORE)
27146.000
July 2021
SunCreek Specific Plan

INFRASTRUCTURE ABBREVIATIONS
DB Detention Basin
FM Force Main
Hydro Hydromodification Basin
PRS Pressure Reducing Station
SD Storm Drain
SS Sanitary Sewer
W Potable Water
WQB Water Quality Basin

SIGNALIZED INTERSECTION (CIP)

SIGNALIZED INTERSECTION (PLAN AREA FEE)

ROADWAYS

PROPOSED SANITARY SEWER SYSTEM (SIZE INDICATED)

EXISTING SANITARY SEWER SYSTEM (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

EXISTING SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED POTABLE WATER SYSTEM (SIZE INDICATED)

EXISTING POTABLE WATER SYSTEM (SIZE INDICATED)

HIGH TO LOW PRESSURE REDUCING STATION

STORM DRAIN SYSTEM (SIZE INDICATED)
"UNTREATED" STORM DRAIN SYSTEM (SIZE INDICATED)

OFF-STREAM WATER QUALITY/HYDROMODIFICATION/DETENTION BASIN 12' PRIMARY TRAIL
10' SECONDARY TRAIL

PEDESTRIAN/BIKE AT-GRADE SIGNALIZED SAFETY CROSSING

PEDESTRIAN/BIKE GRADE SEPARATED CROSSING

WETLAND BUFFER

INFRASTRUCTURE LEGEND
SCALED TO FIT 11x17
NOTES:

1. Utilities alignments are shown outside of right-of-way for clarity.

Utilities will be built within the right-of-way and easements.

2. Orange storm drain pipes are dedicated pipes with no connections, sized for the sole purpose of conveying undeveloped, untreated, undetained storm runoff from the open space areas through the SunCreek Specific Plan to the Open Space Preserve.

3. The SunCreek Master Drainage Study did not analyze the size or location of the trunk storm drainage pipes. Therefore, sizing of the storm drainage trunk pipes was determined using professional judgement and experience without engineering analysis.

4. Cost of backbone storm drain system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Storm drainage system captured in the backbone roads include 18" storm drainage lines, storm drain manholes and drain inlets.

5. Cost of backbone sanitary sewer system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Sanitary sewer system captured in the backbone roads include 10" sanitary sewer lines and sewer manholes.

6. Cost of backbone water system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Water system captured in the backbone roads include 10" distribution water lines, valves and hydrants.

7. Offsite Roadway improvements include Rancho Cordova Parkway extension from Chrysanthy Blvd. to Douglas Blvd., Kiefer Blvd. extension to Grantline Road and intersection improvements, and Jackson Highway and Grantline Road intersection improvements.

See Offsite Roadway Improvements Exhibit "C" in the Preliminary Cost Estimate.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 29 of 31
Roseville, CA
Exhibit L
ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

To
Anatolia
To
Anatolia
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future Sunrise
Douglas 2

1.5 - 2 mg Tanks
& TBD gpm pump
station, to be
installed
by Zone 40
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 3
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 5
Con-Span
Drainage
Crossing No. 4
Con-Span
Drainage
Crossing No. 2
WQB/Hydro/DB No. 1
WQB/Hydro/DB No. 2
WQB/Hydro/DB No. 3
WQB/Hydro/DB No. 4
WQB/Hydro/DB No. 6
WQB/Hydro/DB No. 9
WQB/Hydro/DB No. 8
WQB/Hydro/DB No. 7
WQB/Hydro/DB No. 5
Con-Span
Drainage
Crossing No. 1
CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
Existing (8")
FM
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM.

Anatolia III
Existing (8") FM
Proposed (8") FM
Chrysanthy Sewer
Pump Station
SunCreek Sewer
Pump Station B
15" sanitary
trunk sewer
SunCreek
Sewer Pump
Station A
Future
Extension
By Others
Future
Extension
By Others
Con-Span
Drainage
Crossing No. 5
Con-Span
Drainage
Crossing No. 4
WQB/Hydro/DB No. 3
WQB/Hydro/DB No. 5
Drainage Culvert Extension
Con-Span
Drainage
Crossing No. 3
Drainage Culvert Extension
WQB/Hydro/DB No. 6
WQB/Hydro/DB No. 7
Chrysanthy Sewer
Pump Station
SunCreek
Sewer Pump
Station A
0 500 1000 feet
City of Rancho Cordova, California
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189

EXHIBIT L
Infrastructure Exhibit
Backbone
PHASE 7 (SIERRA SUNRISE SOUTH)
27146.000
July 2021
SunCreek Specific Plan

INFRASTRUCTURE ABBREVIATIONS
DB Detention Basin
FM Force Main
Hydro Hydromodification Basin
PRS Pressure Reducing Station
SD Storm Drain
SS Sanitary Sewer
W Potable Water
WQB Water Quality Basin

SIGNALIZED INTERSECTION (CIP)

SIGNALIZED INTERSECTION (PLAN AREA FEE)

ROADWAYS

PROPOSED SANITARY SEWER SYSTEM (SIZE INDICATED)

EXISTING SANITARY SEWER SYSTEM (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

EXISTING SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED POTABLE WATER SYSTEM (SIZE INDICATED)

EXISTING POTABLE WATER SYSTEM (SIZE INDICATED)

HIGH TO LOW PRESSURE REDUCING STATION

STORM DRAIN SYSTEM (SIZE INDICATED)
"UNTREATED" STORM DRAIN SYSTEM (SIZE INDICATED)

OFF-STREAM WATER QUALITY/HYDROMODIFICATION/DETENTION BASIN 12' PRIMARY TRAIL
10' SECONDARY TRAIL

PEDESTRIAN/BIKE AT-GRADE SIGNALIZED SAFETY CROSSING

PEDESTRIAN/BIKE GRADE SEPARATED CROSSING

WETLAND BUFFER

INFRASTRUCTURE LEGEND
SCALED TO FIT 11x17
NOTES:

1. Utilities alignments are shown outside of right-of-way for clarity.

Utilities will be built within the right-of-way and easements.

2. Orange storm drain pipes are dedicated pipes with no connections, sized for the sole purpose of conveying undeveloped, untreated, undetained storm runoff from the open space areas through the SunCreek Specific Plan to the Open Space Preserve.

3. The SunCreek Master Drainage Study did not analyze the size or location of the trunk storm drainage pipes. Therefore, sizing of the storm drainage trunk pipes was determined using professional judgement and experience without engineering analysis.

4. Cost of backbone storm drain system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Storm drainage system captured in the backbone roads include 18" storm drainage lines, storm drain manholes and drain inlets.

5. Cost of backbone sanitary sewer system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Sanitary sewer system captured in the backbone roads include 10" sanitary sewer lines and sewer manholes.

6. Cost of backbone water system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Water system captured in the backbone roads include 10" distribution water lines, valves and hydrants.

7. Offsite Roadway improvements include Rancho Cordova Parkway extension from Chrysanthy Blvd. to Douglas Blvd., Kiefer Blvd. extension to Grantline Road and intersection improvements, and Jackson Highway and Grantline Road intersection improvements.

See Offsite Roadway Improvements Exhibit "C" in the Preliminary Cost Estimate.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 30 of 31
Roseville, CA
Exhibit M
ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
Existing (8")
FM
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM.

Anatolia III
Existing (8") FM
Proposed (8") FM
Chrysanthy Sewer
Pump Station
SunCreek Sewer
Pump Station B
15" sanitary
trunk sewer
SunCreek
Sewer Pump
Station A
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 3
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 5
Con-Span
Drainage
Crossing No. 4
Con-Span
Drainage
Crossing No. 2
WQB/Hydro/DB No. 1
WQB/Hydro/DB No. 2
WQB/Hydro/DB No. 3
WQB/Hydro/DB No. 4
WQB/Hydro/DB No. 6
WQB/Hydro/DB No. 9
WQB/Hydro/DB No. 8
WQB/Hydro/DB No. 7
WQB/Hydro/DB No. 5
Con-Span
Drainage
Crossing No. 1
To
Anatolia
To
Anatolia
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future Sunrise
Douglas 2

1.5 - 2 mg Tanks
& TBD gpm pump
station, to be
installed
by Zone 40
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Chrysanthy Sewer
Pump Station
Con-Span
Drainage
Crossing No. 4
WQB/Hydro/DB No. 3
WQB/Hydro/DB No. 4
WQB/Hydro/DB No. 5
Con-Span
Drainage
Crossing No. 3
WQB/Hydro/DB No. 6
WQB/Hydro/DB No. 2
Con-Span
Drainage
Crossing No. 5
0 500 1000 feet
City of Rancho Cordova, California
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189

EXHIBIT M
Infrastructure Exhibit
Backbone
PHASE 8 (SIERRA SUNRISE NORTH)
27146.000
July 2021
SunCreek Specific Plan

INFRASTRUCTURE ABBREVIATIONS
DB Detention Basin
FM Force Main
Hydro Hydromodification Basin
PRS Pressure Reducing Station
SD Storm Drain
SS Sanitary Sewer
W Potable Water
WQB Water Quality Basin

SIGNALIZED INTERSECTION (CIP)

SIGNALIZED INTERSECTION (PLAN AREA FEE)

ROADWAYS

PROPOSED SANITARY SEWER SYSTEM (SIZE INDICATED)

EXISTING SANITARY SEWER SYSTEM (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

EXISTING SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED POTABLE WATER SYSTEM (SIZE INDICATED)

EXISTING POTABLE WATER SYSTEM (SIZE INDICATED)

HIGH TO LOW PRESSURE REDUCING STATION

STORM DRAIN SYSTEM (SIZE INDICATED)
"UNTREATED" STORM DRAIN SYSTEM (SIZE INDICATED)

OFF-STREAM WATER QUALITY/HYDROMODIFICATION/DETENTION BASIN 12' PRIMARY TRAIL
10' SECONDARY TRAIL

PEDESTRIAN/BIKE AT-GRADE SIGNALIZED SAFETY CROSSING

PEDESTRIAN/BIKE GRADE SEPARATED CROSSING

WETLAND BUFFER

INFRASTRUCTURE LEGEND
SCALED TO FIT 11x17
NOTES:

1. Utilities alignments are shown outside of right-of-way for clarity.

Utilities will be built within the right-of-way and easements.

2. Orange storm drain pipes are dedicated pipes with no connections, sized for the sole purpose of conveying undeveloped, untreated, undetained storm runoff from the open space areas through the SunCreek Specific Plan to the Open Space Preserve.

3. The SunCreek Master Drainage Study did not analyze the size or location of the trunk storm drainage pipes. Therefore, sizing of the storm drainage trunk pipes was determined using professional judgement and experience without engineering analysis.

4. Cost of backbone storm drain system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Storm drainage system captured in the backbone roads include 18" storm drainage lines, storm drain manholes and drain inlets.

5. Cost of backbone sanitary sewer system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Sanitary sewer system captured in the backbone roads include 10" sanitary sewer lines and sewer manholes.

6. Cost of backbone water system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Water system captured in the backbone roads include 10" distribution water lines, valves and hydrants.

7. Offsite Roadway improvements include Rancho Cordova Parkway extension from Chrysanthy Blvd. to Douglas Blvd., Kiefer Blvd. extension to Grantline Road and intersection improvements, and Jackson Highway and Grantline Road intersection improvements.

See Offsite Roadway Improvements Exhibit "C" in the Preliminary Cost Estimate.

8. Area 1 may require a second point of access.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

SunCreek Infrastructure Phasing Plan 27146.000
MacKay & Somps Civil Engineers, Inc. Page 31 of 31
Roseville, CA
Exhibit N
ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

CMDR
School
MDR
PQP
DB
Park
School
WB
PP
VC
HDR
DB
Wetland
Wetland
Wetland
Wetland
MDR
CMDR
HDR
WB
WB
WB
MDR
PP
School
School
HDR
MDR
LDR
PQP
DB
WB
VC
MDR
PC
MDR
LDR
MDRMDR
LDR
Park MDR
School
VC
HDR
Wetland
DB
LDR
LDRPQP
MDR PC
LDR
PC
PCPark
WB
HDR
PP
LDR
LTC
LDR
Park
MDR
MDR
DB
Wetland
WB
CMDR
PP
MDR
DB
LDR
ParkPP
HDR
MDR
Wetland
PC
MDR
MDR
WB
WB
PP
WB
PC
PC
DB
PCPC
HDR
MDR
MDR
WB
Wetland Park
DB
Park
PQP
PQP
Existing (8")
FM
Anatolia III SSPS to be
abandoned. Connect
proposed 8" FM to existing
8" FM.

Anatolia III
Existing (8") FM
Proposed (8") FM
Chrysanthy Sewer
Pump Station
SunCreek Sewer
Pump Station B
15" sanitary
trunk sewer
SunCreek
Sewer Pump
Station A
To
Anatolia
To
Anatolia
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future Sunrise
Douglas 2

1.5 - 2 mg Tanks
& TBD gpm pump
station, to be
installed
by Zone 40
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 3
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert Extension
Drainage Culvert
Extension
Con-Span
Drainage
Crossing No. 5
Con-Span
Drainage
Crossing No. 4
Con-Span
Drainage
Crossing No. 2
WQB/Hydro/DB No. 1
WQB/Hydro/DB No. 2
WQB/Hydro/DB No. 3
WQB/Hydro/DB No. 4
WQB/Hydro/DB No. 6
WQB/Hydro/DB No. 9
WQB/Hydro/DB No. 8
WQB/Hydro/DB No. 7
WQB/Hydro/DB No. 5
Con-Span
Drainage
Crossing No. 1
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
Future
Extension
By Others
WQB/Hydro/DB No. 2
WQB/Hydro/DB No. 1
WQB/Hydro/DB No. 2
WQB/Hydro/DB No. 4
0 500 1000 feet
City of Rancho Cordova, California
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189

EXHIBIT N
Infrastructure Exhibit
Backbone
PHASE 9 (GRANT LINE 220)
27146.000
July 2021
SunCreek Specific Plan

INFRASTRUCTURE ABBREVIATIONS
DB Detention Basin
FM Force Main
Hydro Hydromodification Basin
PRS Pressure Reducing Station
SD Storm Drain
SS Sanitary Sewer
W Potable Water
WQB Water Quality Basin

SIGNALIZED INTERSECTION (CIP)

SIGNALIZED INTERSECTION (PLAN AREA FEE)

ROADWAYS

PROPOSED SANITARY SEWER SYSTEM (SIZE INDICATED)

EXISTING SANITARY SEWER SYSTEM (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED SANITARY SEWER FORCE MAIN (SIZE INDICATED)

EXISTING SANITARY SEWER FORCE MAIN (SIZE INDICATED)

PROPOSED POTABLE WATER SYSTEM (SIZE INDICATED)

EXISTING POTABLE WATER SYSTEM (SIZE INDICATED)

HIGH TO LOW PRESSURE REDUCING STATION

STORM DRAIN SYSTEM (SIZE INDICATED)
"UNTREATED" STORM DRAIN SYSTEM (SIZE INDICATED)

OFF-STREAM WATER QUALITY/HYDROMODIFICATION/DETENTION BASIN 12' PRIMARY TRAIL
10' SECONDARY TRAIL

PEDESTRIAN/BIKE AT-GRADE SIGNALIZED SAFETY CROSSING

PEDESTRIAN/BIKE GRADE SEPARATED CROSSING

INFRASTRUCTURE LEGEND
SCALED TO FIT 11x17 NOTES:

1. Utilities alignments are shown outside of right-of-way for clarity.

Utilities will be built within the right-of-way and easements.

2. Orange storm drain pipes are dedicated pipes with no connections, sized for the sole purpose of conveying undeveloped, untreated, undetained storm runoff from the open space areas through the SunCreek Specific Plan to the Open Space Preserve.

3. The SunCreek Master Drainage Study did not analyze the size or location of the trunk storm drainage pipes. Therefore, sizing of the storm drainage trunk pipes was determined using professional judgement and experience without engineering analysis.

4. Cost of backbone storm drain system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Storm drainage system captured in the backbone roads include 18" storm drainage lines, storm drain manholes and drain inlets.

5. Cost of backbone sanitary sewer system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Sanitary sewer system captured in the backbone roads include 10" sanitary sewer lines and sewer manholes.

6. Cost of backbone water system within backbone roads are captured in the Backbone Roadway Improvement section of the SunCreek PFFP. Water system captured in the backbone roads include 10" distribution water lines, valves and hydrants.

7. Offsite Roadway improvements include Rancho Cordova Parkway extension from Chrysanthy Blvd. to Douglas Blvd., Kiefer Blvd. extension to Grantline Road and intersection improvements, and Jackson Highway and Grantline Road intersection improvements.

See Offsite Roadway Improvements Exhibit "C" in the Preliminary Cost Estimate.

8. Phase 9 may require a second water point of connection provided by future transmission main constructed by others.

ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

27146.000

PRELIMINARY

SUNCREEK PLAN AREA SPECIFIC PLAN
Proposed Project

COST ESTIMATE
Phase 1 - Backbone Infrastructure
Rancho Cordova, California
July 23, 2021
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_Phase 1_2021.xls Page 1 of 23 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000
NOTES

1. This estimate is prepared as a guide only and is subject to possible change. It has been prepared to a standard of accuracy which, to the best of our knowledge and judgment, is sufficient to satisfy our understanding of the purpose of this estimate. MacKay & Somps makes no warranty, either expressed or implied, as to the accuracy of this estimate.

2. This estimate does not consider the following:
a. Cost associated with environmental (wetland) mitigations or biological surveys b. Phased construction or out-of-regular-sequence construction c. Costs associated with ground water or inclement weather conditions d. Financial Charges
e. Bonds
f. Land costs, acquisition of right of way, easements, and/or rights of entry g. Assessments from assessment, lighting & landscaping, Mello-Roos districts or the like

3. Costs presented herein represent an opinion based on historical information. No provision has been made for inflation.

4. The "cash flow" situation may be different than the fees, credits, and reimbursements itemized in this estimate.

5. Interim improvements may be required depending on development timing of individual units.

6. Cost for unsuitable material removal is not included in this estimate.

7. Costs are preliminary and subject to change upon more detailed design and analysis.

8. Cost for rock excavation is not included in this estimate.

9. Cost for Rough Grade Excavation is based on an estimated excavation volume which is calculated by assuming an average excavation depth of 2-feet across the roadways segment clear and grub limits.

10. Grade-separated crossings of major roadways are included in this estimate and it is presumed that they will be added to the City's CIP. Estimated cost to provide grade separated trail crossings are based on MacKay & Somps Technical Memorandum No. 9, dated Sept. 28, 2010 and revised with updated unit prices.

11. Cost for construction and financing of the Americanos Blvd 24" water supply pipeline north of Chrysanthy Blvd, the Chrysanthy Blvd 24" water supply pipeline west of Phase 9, the Grant Line Rd water supply pipelines north and south of Phase 9, the Glory Ln water supply pipelines east of Grant Line Rd and the Cordova Hills water tank are not included in this estimate. It is assumed that these improvements will be constructed by Zone 40 or others and paid for by standard SCWA Zone 40 water connection fees.

12. This estimate reflects the sewer system proposed for the project as shown in the approved Level 2 Sewer Study prepared by Mackay & Somps dated April 6, 2016.

13. Sanitary sewer credit unit prices assumes the SunCreek project will be publicly bid and therefore fully reimbursed.

14. Credit unit prices for potable water are based on the Sacramento County Water Agency (SCWA) Schedule C - Credits for Transmission Mains dated January 23, 2018.

P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_Phase 1_2021.xls Page 2 of 23 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000
AMOUNT
AMOUNT
(CREDITS) NET COST
A. PLAN AREA ROADWAY IMPROVEMENTS (ON-SITE) $7,432,860 ($1,875,316) $5,557,544 B. ROADWAY IMPROVEMENTS (OFF-SITE) $224,100 $0 $224,100 C. STORM DRAINAGE SYSTEM IMPROVEMENTS $1,808,700 ($899,200) $909,500 D. SANITARY SEWER SYSTEM IMPROVEMENTS $11,225,100 ($11,225,100) $0 E. POTABLE WATER TRANSMISSION MAIN IMPROVEMENTS $668,400 ($460,100) $208,300 F. PARK CORRIDORS AND TRAILS SYSTEM IMPROVEMENTS $568,300 $0 $568,300 G. WETLAND BUFFER IMPROVEMENTS $216,900 $0 $216,900
H. WETLAND MITIGATION $538,370 $0 $538,370
TOTAL BACKBONE INFRASTRUCTURE CONSTRUCTION COST $22,682,730 ($14,459,716) $8,223,014 USE $22,682,800 ($14,459,800) $8,223,100

CONSTRUCTION COST ESTIMATE SUMMARY
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_Phase 1_2021.xls Page 3 of 23 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000
A. PLAN AREA ROADWAY IMPROVEMENTS (ON-SITE) - Exhibit B

SEGMENT
NO. DESCRIPTION QTY UNIT SEC
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST

2. Kiefer Boulevard
RD101 Kiefer Boulevard: Sunrise Blvd to west of Rancho Cordova Pkwy 500-ft East of Sunrise Blvd to 2,260-ft East of Sunrise Blvd 1,760 LF C, CC $1,150 $2,024,000 $450 ($792,000) $1,232,000 Kiefer Blvd and Sunrise Blvd Mod. 4x6 Intersection 1 EA U, UU $708,660 $708,660 $206,140 ($206,140) $502,520 Traffic Signal Modification - Sunrise Blvd (CIP) 1 EA $400,000 $400,000 $252,076 ($252,076) $147,924 Traffic Signal - VC Land Use Loop Road Intersection (Plan Area Fee) 1 EA $400,000 $400,000 $0 $0 $400,000 Subtotal Raw Construction Cost $3,532,660 ($1,250,216) $2,282,444 Contingency (20%) $706,500 $0 $706,500
Engineering/Plan Check/Inspection (15%) $529,900 $0 $529,900 2035 Transportation CIP Contingency (15%) $0 ($187,500) ($187,500) 2035 Transportation CIP Engineering/Plan Check/Inspection (35%) $0 ($437,600) ($437,600) Total Cost $4,769,060 ($1,875,316) $2,893,744
Total Kiefer Boulevard Roadway Improvements (On-Site) Cost $4,769,060 ($1,875,316) $2,893,744

6. Sunrise Boulevard
RD102 Sunrise Boulevard: Kiefer Boulevard to Southern Project Limit 500-ft South of Kiefer Blvd to 1,040-ft south of Kiefer Blvd 540 LF K $740 $399,600 $0 $0 $399,600 1,040-ft south of Kiefer Blvd to Southern Project Limit 1,630 LF L $720 $1,173,600 $0 $0 $1,173,600 Traffic Signal - VC Land Use Loop Road Intersection (Plan Area Fee) 1 EA $400,000 $400,000 $0 $0 $400,000 Subtotal Raw Construction Cost $1,973,200 $0 $1,973,200 Contingency (20%) $394,600 $0 $394,600
Engineering/Plan Check/Inspection (15%) $296,000 $0 $296,000 2035 Transportation CIP Contingency (15%) $0 $0 $0
2035 Transportation CIP Engineering/Plan Check/Inspection (35%) $0 $0 $0 Total Cost $2,663,800 $0 $2,663,800
Total Sunrise Boulevard Roadway Improvements (On-Site) Cost $2,663,800 $0 $2,663,800

2. Kiefer Boulevard $4,769,060 ($1,875,316) $2,893,744

6. Sunrise Boulevard $2,663,800 $0 $2,663,800
$7,432,860 ($1,875,316) $5,557,544

PLAN AREA ROADWAY IMPROVEMENTS (ON-SITE) COST ESTIMATE SUMMARY GRAND TOTAL PLAN AREA ROADWAY IMPROVEMENTS (On-Site) COST P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_Phase 1_2021.xls Page 4 of 23 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000
B. ROADWAY IMPROVEMENTS (OFF-SITE) - Exhibit C

SEGMENT
NO. DESCRIPTION QTY UNIT SEC
UNIT

PRICE AMOUNT

UNIT PRICE
(CREDITS)
AMOUNT
(CREDITS) NET COST

1. Reciprocal Funding Agreement1
Total Cost $224,071 $0 $224,071
Use $224,100 $0 $224,100
$224,100 $0 $224,100
Note:

1. Reciprocal funding total provided by Mark Thomas via email, 5/23/19

2. The SunCreek $178,466 reciprocal funding total has been prorated by the 595 DUs in phase 1 over the 4,793 DUs for the plan area

GRAND TOTAL ROADWAY IMPROVEMENTS (OFF-SITE) COST
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_Phase 1_2021.xls Page 5 of 23 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution

Preliminary Cost Estimate
SunCreek Plan Area Specific Plan
Proposed Project Backbone Infrastructure
27146.000

ITEM QUANTITY UNIT UNIT PRICE PER FT COST

1. Clear and Grub 71 SF $0.06 $4.26

2. Sawcut Asphalt Concrete 1 LF $1.50 $1.50

3. Remove Asphalt Concrete 9 SF $1.50 $13.50

4. Rough Grade Excavation 5.3 CY $5.00 $26.30

5. Roadway Excavation 2 CY $6.00 $12.00

6. Roadway Subgrade Preparation 31 SF $0.60 $18.60

7. 6" Asphalt Concrete Paving 28 SF $4.05 $113.40

8. 14" Aggregate Base 28 SF $4.03 $112.84

9. Curb & Gutter, Type 2 (Vertical Curb) 1 LF $33.40 $33.40

10. Median Curb, Type 3 (Barrier Curb) 2 LF $23.00 $46.00

11. Median Landscaping & Irrigation (Permanent) 13 SF $10.00 $130.00

12. Landscape Corridor Planting & Irrigation 21 SF $8.00 $168.00

13. 3-5/8" Concrete Sidewalk 0 SF $7.50 $0.00

14. Signing & Striping (2-lanes) 2 LF $1.50 $3.00

15. Erosion Control / SWPP 1 LF $20.62 $20.62

16. Dry Utility Joint Trench 1 LF $150.00 $150.00

17. Street Lights (Type A, 220' spacing, one side) 1 LF $42.00 $42.00

18. Traffic Signal Interconnect 1 LF $15.00 $15.00

19. 10" Water Distribution Line (Incl. Valves & Hydrants) 0 LF $160.00 $0.00

20. 18" Storm Drainage Line (Incl. MH's and DI's) 1 LF $235.00 $235.00

21. 8" Sewer Line (Incl. MH's) 0 LF $150.00 $0.00
Subtotal $1,145.42
Use $1,150
Note:
1 6"AC / 14" AB paving section based on existing Kiefer paving . 2 14' Trail cost captured in Section F. Park Corridor and Trails system Improvements Preliminary Cost Per Linear Foot
Kiefer Boulevard
(Half Section and Full Median)
Minor Arterial - Street Section C
P:\27146\Admin\Estimates\SunCreek Finance Plan\SunCreek_Cost Estimate\Financing Plan EIR-EIS Estimate_Phase 1_2021.xls Page 6 of 23 ITEM 10.2.

ATTACHMENT 2
Exhibit A to the Resolution