Fontana City Council
February 25, 2025

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
77 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5F
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 350 $527 184,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Install 48" RCP FT 1,350 $656 886,000$
4 Install 60" RCP FT 1,140 $816 930,000$
5 Install 66" RCP FT 1,520 $911 1,385,000$
6 Manhole EA 14 $20,322 285,000$
7 Sawcut and Remove Existing AC Pavement SF 39,320 $2.66 105,000$ 8 Crushed Miscellaneous Base SF 39,320 $4 157,000$
9 Replace Asphalt Concrete Pavement SF 39,320 $2 79,000$ 10 Traffic Control % 5% 239,000$
11 Erosion Control % 1% 50,000$
12 Moblilization/Demobilization % 10% 508,000$
5,584,000$
Engineering and Design % 10% 558,000$
Surveying & Staking & Geotechnical % 5% 279,000$
Construction Management/Staff % 10% 558,000$
1,395,000$
6,979,000$
25% 1,745,000$
8,724,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
78 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5F-A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 360 $527 190,000$
2 Install 42" RCP FT 1,330 $588 782,000$
3 Install 48" RCP FT 1,320 $656 866,000$
4 Install 54" RCP FT 1,330 $732 974,000$
5 Manhole EA 11 $20,322 224,000$
6 Sawcut and Remove Existing AC Pavement SF 27,460 $2.66 73,000$ 7 Crushed Miscellaneous Base SF 27,460 $4 110,000$
8 Replace Asphalt Concrete Pavement SF 27,460 $2 55,000$ 9 Traffic Control % 5% 164,000$
10 Erosion Control % 1% 34,000$
11 Moblilization/Demobilization % 10% 347,000$
3,819,000$
Engineering and Design % 10% 382,000$
Surveying & Staking & Geotechnical % 5% 191,000$
Construction Management/Staff % 10% 382,000$
955,000$
4,774,000$
25% 1,194,000$
5,968,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
79 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5G
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,340 $732 981,000$
2 Install 66" RCP FT 2,650 $911 2,414,000$
3 Manhole EA 10 $20,322 203,000$
4 Sawcut and Remove Existing AC Pavement SF 30,530 $2.66 81,000$ 5 Crushed Miscellaneous Base SF 30,530 $4 122,000$
6 Replace Asphalt Concrete Pavement SF 30,530 $2 61,000$ 7 Traffic Control % 5% 193,000$
8 Erosion Control % 1% 41,000$
9 Moblilization/Demobilization % 10% 410,000$
4,506,000$
Engineering and Design % 10% 451,000$
Surveying & Staking & Geotechnical % 5% 225,000$
Construction Management/Staff % 10% 451,000$
1,127,000$
5,633,000$
25% 1,408,000$
7,041,000$
+ Contingency increased to 25% due to major highway and 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
80 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5G-A
Units Quantities Unit Price * Item Total
1 Install 42" RCP FT 1,150 $588 676,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 6,760 $2.66 18,000$ 4 Crushed Miscellaneous Base SF 6,760 $4 27,000$
5 Replace Asphalt Concrete Pavement SF 6,760 $2 14,000$ 6 Traffic Control % 5% 40,000$
7 Erosion Control % 1% 8,000$
8 Moblilization/Demobilization % 10% 84,000$
928,000$
Engineering and Design % 10% 93,000$
Surveying & Staking & Geotechnical % 5% 46,000$
Construction Management/Staff % 10% 93,000$
232,000$
1,160,000$
25% 290,000$
1,450,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
81 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5G-B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,310 $527 690,000$
2 Install 42" RCP FT 750 $588 441,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 11,400 $2.66 30,000$ 5 Crushed Miscellaneous Base SF 11,400 $4 46,000$
6 Replace Asphalt Concrete Pavement SF 11,400 $2 23,000$ 7 Traffic Control % 5% 67,000$
8 Erosion Control % 1% 14,000$
9 Moblilization/Demobilization % 10% 141,000$
1,554,000$
Engineering and Design % 10% 155,000$
Surveying & Staking & Geotechnical % 5% 78,000$
Construction Management/Staff % 10% 155,000$
388,000$
1,942,000$
25% 486,000$
2,428,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
82 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5G-C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 730 $527 385,000$
2 Install 42" RCP FT 1,310 $588 770,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 11,590 $2.66 31,000$ 5 Crushed Miscellaneous Base SF 11,590 $4 46,000$
6 Replace Asphalt Concrete Pavement SF 11,590 $2 23,000$ 7 Traffic Control % 5% 68,000$
8 Erosion Control % 1% 14,000$
9 Moblilization/Demobilization % 10% 144,000$
1,583,000$
Engineering and Design % 10% 158,000$
Surveying & Staking & Geotechnical % 5% 79,000$
Construction Management/Staff % 10% 158,000$
395,000$
1,978,000$
25% 495,000$
2,473,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
83 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5H
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 350 $527 184,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Install 48" RCP FT 1,340 $656 879,000$
4 Install 54" RCP FT 1,150 $732 842,000$
5 Install 72" RCP FT 2,830 $1,016 2,875,000$
6 Manhole EA 17 $20,322 345,000$
7 Sawcut and Remove Existing AC Pavement SF 50,520 $2.66 134,000$ 8 Crushed Miscellaneous Base SF 50,520 $4 202,000$
9 Replace Asphalt Concrete Pavement SF 50,520 $2 101,000$ 10 Traffic Control % 5% 317,000$
11 Erosion Control % 1% 67,000$
12 Moblilization/Demobilization % 10% 672,000$
7,394,000$
Engineering and Design % 10% 739,000$
Surveying & Staking & Geotechnical % 5% 370,000$
Construction Management/Staff % 10% 739,000$
1,848,000$
9,242,000$
25% 2,311,000$
11,553,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
84 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-6A
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 2,630 $1,016 2,672,000$
2 Install 78" RCP FT 1,380 $1,133 1,564,000$
3 Manhole EA 10 $20,322 203,000$
4 Sawcut and Remove Existing AC Pavement SF 35,170 $2.66 94,000$ 5 Crushed Miscellaneous Base SF 35,170 $4 141,000$
6 Replace Asphalt Concrete Pavement SF 35,170 $2 70,000$ 7 Traffic Control % 5% 237,000$
8 Erosion Control % 1% 50,000$
9 Moblilization/Demobilization % 10% 503,000$
5,534,000$
Engineering and Design % 10% 553,000$
Surveying & Staking & Geotechnical % 5% 277,000$
Construction Management/Staff % 10% 553,000$
1,383,000$
6,917,000$
20% 1,383,000$
8,300,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
85 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-6B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 340 $527 179,000$
2 Install 42" RCP FT 1,370 $588 806,000$
3 Install 48" RCP FT 1,290 $656 846,000$
4 Install 66" RCP FT 2,650 $911 2,414,000$
5 Manhole EA 14 $20,322 285,000$
6 Sawcut and Remove Existing AC Pavement SF 40,890 $2.66 109,000$ 7 Crushed Miscellaneous Base SF 40,890 $4 164,000$
8 Replace Asphalt Concrete Pavement SF 40,890 $2 82,000$ 9 Traffic Control % 5% 244,000$
10 Erosion Control % 1% 51,000$
11 Moblilization/Demobilization % 10% 518,000$
5,698,000$
Engineering and Design % 10% 570,000$
Surveying & Staking & Geotechnical % 5% 285,000$
Construction Management/Staff % 10% 570,000$
1,425,000$
7,123,000$
25% 1,781,000$
8,904,000$
+ Contingency increased to 25% due to 12' water main and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
86 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-6C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 320 $527 169,000$
2 Install 42" RCP FT 1,650 $588 970,000$
3 Install 48" RCP FT 1,310 $656 859,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 19,810 $2.66 53,000$ 6 Crushed Miscellaneous Base SF 19,810 $4 79,000$
7 Replace Asphalt Concrete Pavement SF 19,810 $2 40,000$ 8 Traffic Control % 5% 117,000$
9 Erosion Control % 1% 25,000$
10 Moblilization/Demobilization % 10% 248,000$
2,723,000$
Engineering and Design % 10% 272,000$
Surveying & Staking & Geotechnical % 5% 136,000$
Construction Management/Staff % 10% 272,000$
680,000$
3,403,000$
25% 851,000$
4,254,000$
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
87 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-6D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 340 $527 179,000$
2 Install 42" RCP FT 1,380 $588 811,000$
3 Install 48" RCP FT 1,280 $656 840,000$
4 Install 54" RCP FT 1,380 $732 1,010,000$
5 Manhole EA 11 $20,322 224,000$
6 Sawcut and Remove Existing AC Pavement SF 27,740 $2.66 74,000$ 7 Crushed Miscellaneous Base SF 27,740 $4 111,000$
8 Replace Asphalt Concrete Pavement SF 27,740 $2 55,000$ 9 Traffic Control % 5% 165,000$
10 Erosion Control % 1% 35,000$
11 Moblilization/Demobilization % 10% 350,000$
3,854,000$
Engineering and Design % 10% 385,000$
Surveying & Staking & Geotechnical % 5% 193,000$
Construction Management/Staff % 10% 385,000$
963,000$
4,817,000$
25% 1,204,000$
6,021,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
88 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-7A
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 2,680 $1,264 3,388,000$
2 Install 96" RCP FT 1,250 $1,572 1,965,000$
3 Manhole EA 10 $20,322 203,000$
4 Sawcut and Remove Existing AC Pavement SF 39,350 $2.66 105,000$ 5 Crushed Miscellaneous Base SF 39,350 $4 157,000$
6 Replace Asphalt Concrete Pavement SF 39,350 $2 79,000$ 7 Traffic Control % 5% 295,000$
8 Erosion Control % 1% 62,000$
9 Moblilization/Demobilization % 10% 625,000$
6,879,000$
Engineering and Design % 10% 688,000$
Surveying & Staking & Geotechnical % 5% 344,000$
Construction Management/Staff % 10% 688,000$
1,720,000$
8,599,000$
25% 2,150,000$
10,749,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
89 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-7B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 400 $527 211,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Install 48" RCP FT 1,340 $656 879,000$
4 Install 72" RCP FT 2,660 $1,016 2,703,000$
5 Manhole EA 14 $20,322 285,000$
6 Sawcut and Remove Existing AC Pavement SF 41,320 $2.66 110,000$ 7 Crushed Miscellaneous Base SF 41,320 $4 165,000$
8 Replace Asphalt Concrete Pavement SF 41,320 $2 83,000$ 9 Traffic Control % 5% 261,000$
10 Erosion Control % 1% 55,000$
11 Moblilization/Demobilization % 10% 553,000$
6,081,000$
Engineering and Design % 10% 608,000$
Surveying & Staking & Geotechnical % 5% 304,000$
Construction Management/Staff % 10% 608,000$
1,520,000$
7,601,000$
25% 1,900,000$
9,501,000$
+ Contingency increased to 25% due to major highway, 12' water main conflict, and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
90 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-7C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 640 $527 337,000$
2 Install 42" RCP FT 1,380 $588 811,000$
3 Install 54" RCP FT 1,370 $732 1,003,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 21,060 $2.66 56,000$ 6 Crushed Miscellaneous Base SF 21,060 $4 84,000$
7 Replace Asphalt Concrete Pavement SF 21,060 $2 42,000$ 8 Traffic Control % 5% 125,000$
9 Erosion Control % 1% 26,000$
10 Moblilization/Demobilization % 10% 265,000$
2,912,000$
Engineering and Design % 10% 291,000$
Surveying & Staking & Geotechnical % 5% 146,000$
Construction Management/Staff % 10% 291,000$
728,000$
3,640,000$
25% 910,000$
4,550,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
91 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-7D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 348,000$
2 Install 42" RCP FT 1,450 $588 853,000$
3 Install 54" RCP FT 1,400 $732 1,025,000$
4 Manhole EA 9 $20,322 183,000$
5 Sawcut and Remove Existing AC Pavement SF 21,790 $2.66 58,000$ 6 Crushed Miscellaneous Base SF 21,790 $4 87,000$
7 Replace Asphalt Concrete Pavement SF 21,790 $2 44,000$ 8 Traffic Control % 5% 130,000$
9 Erosion Control % 1% 27,000$
10 Moblilization/Demobilization % 10% 276,000$
3,031,000$
Engineering and Design % 10% 303,000$
Surveying & Staking & Geotechnical % 5% 152,000$
Construction Management/Staff % 10% 303,000$
758,000$
3,789,000$
25% 947,000$
4,736,000$
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
92 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-7E
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 340 $527 179,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Install 48" RCP FT 1,350 $656 886,000$
4 Install 54" RCP FT 1,400 $732 1,025,000$
5 Manhole EA 11 $20,322 224,000$
6 Sawcut and Remove Existing AC Pavement SF 27,980 $2.66 74,000$ 7 Crushed Miscellaneous Base SF 27,980 $4 112,000$
8 Replace Asphalt Concrete Pavement SF 27,980 $2 56,000$ 9 Traffic Control % 5% 167,000$
10 Erosion Control % 1% 35,000$
11 Moblilization/Demobilization % 10% 353,000$
3,887,000$
Engineering and Design % 10% 389,000$
Surveying & Staking & Geotechnical % 5% 194,000$
Construction Management/Staff % 10% 389,000$
972,000$
4,859,000$
25% 1,215,000$
6,074,000$
+ Contingency increased to 25% due to 12' water main conflict and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
93 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name SS-0
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,090 $732 798,000$
2 Install 60" RCP FT 200 $816 163,000$
3 Manhole EA 3 $20,322 61,000$
4 Sawcut and Remove Existing AC Pavement SF 9,090 $2.66 24,000$ 5 Crushed Miscellaneous Base SF 9,090 $4 36,000$
6 Replace Asphalt Concrete Pavement SF 9,090 $2 18,000$ 7 Traffic Control % 5% 55,000$
8 Erosion Control % 1% 12,000$
9 Moblilization/Demobilization % 10% 117,000$
1,284,000$
Engineering and Design % 10% 128,000$
Surveying & Staking & Geotechnical % 5% 64,000$
Construction Management/Staff % 10% 128,000$
320,000$
3,208,000$
20% 642,000$
3,850,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
94 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name SS-0A
Units Quantities Unit Price * Item Total
1 Install 42" RCP FT 1,180 $588 694,000$
2 Install 48" RCP FT 1,670 $656 1,096,000$
3 Manhole EA 7 $20,322 142,000$
4 Sawcut and Remove Existing AC Pavement SF 17,650 $2.66 47,000$ 5 Crushed Miscellaneous Base SF 17,650 $4 71,000$
6 Replace Asphalt Concrete Pavement SF 17,650 $2 35,000$ 7 Traffic Control % 5% 104,000$
8 Erosion Control % 1% 22,000$
9 Moblilization/Demobilization % 10% 221,000$
2,432,000$
Engineering and Design % 10% 243,000$
Surveying & Staking & Geotechnical % 5% 122,000$
Construction Management/Staff % 10% 243,000$
608,000$
3,040,000$
25% 760,000$
3,800,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
95 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name SS-0B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 500 $527 264,000$
2 Install 42" RCP FT 1,200 $588 706,000$
3 Install 48" RCP FT 1,660 $656 1,089,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 20,370 $2.66 54,000$ 6 Crushed Miscellaneous Base SF 20,370 $4 81,000$
7 Replace Asphalt Concrete Pavement SF 20,370 $2 41,000$ 8 Traffic Control % 5% 120,000$
9 Erosion Control % 1% 25,000$
10 Moblilization/Demobilization % 10% 254,000$
2,797,000$
Engineering and Design % 10% 280,000$
Surveying & Staking & Geotechnical % 5% 140,000$
Construction Management/Staff % 10% 280,000$
700,000$
3,497,000$
25% 874,000$
4,371,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
96 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name SS-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,020 $527 538,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 5,440 $2.66 14,000$ 4 Crushed Miscellaneous Base SF 5,440 $4 22,000$
5 Replace Asphalt Concrete Pavement SF 5,440 $2 11,000$ 6 Traffic Control % 5% 32,000$
7 Erosion Control % 1% 7,000$
8 Moblilization/Demobilization % 10% 69,000$
754,000$
Engineering and Design % 10% 75,000$
Surveying & Staking & Geotechnical % 5% 38,000$
Construction Management/Staff % 10% 75,000$
188,000$
942,000$
20% 188,000$
1,130,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
97 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name SS-2A-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,820 $527 959,000$
2 Install 42" RCP FT 1,220 $588 717,000$
3 Install 48" RCP FT 1,040 $656 682,000$
4 Install 54" RCP FT 1,380 $732 1,010,000$
5 Manhole EA 14 $20,322 285,000$
6 Sawcut and Remove Existing AC Pavement SF 33,150 $2.66 88,000$ 7 Crushed Miscellaneous Base SF 33,150 $4 133,000$
8 Replace Asphalt Concrete Pavement SF 33,150 $2 66,000$ 9 Traffic Control % 5% 197,000$
10 Erosion Control % 1% 41,000$
11 Moblilization/Demobilization % 10% 418,000$
4,596,000$
Engineering and Design % 10% 460,000$
Surveying & Staking & Geotechnical % 5% 230,000$
Construction Management/Staff % 10% 460,000$
1,150,000$
5,746,000$
25% 1,437,000$
7,183,000$
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-2A
Units Quantities Unit Price * Item Total
1 Install 42" RCP FT 690 $588 406,000$
2 Install 72" RCP FT 4,810 $1,016 4,887,000$
3 Install 10' x 10' RCB FT 1,670 $6,012 10,040,000$
4 Manhole EA 18 $20,322 366,000$
5 Sawcut and Remove Existing AC Pavement SF 66,780 $2.66 178,000$ 6 Crushed Miscellaneous Base SF 66,780 $4 267,000$
7 Replace Asphalt Concrete Pavement SF 66,780 $2 134,000$ 8 Traffic Control % 5% 814,000$
9 Erosion Control % 1% 171,000$
10 Moblilization/Demobilization % 10% 1,726,000$
18,989,000$
Engineering and Design % 10% 1,899,000$
Surveying & Staking & Geotechnical % 5% 949,000$
Construction Management/Staff % 10% 1,899,000$
4,747,000$
23,736,000$
20% 4,747,000$
28,483,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-2A-2
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 3,250 $656 2,132,000$
2 Manhole EA 8 $20,322 163,000$
3 Sawcut and Remove Existing AC Pavement SF 20,860 $2.66 55,000$ 4 Crushed Miscellaneous Base SF 20,860 $4 83,000$
5 Replace Asphalt Concrete Pavement SF 20,860 $2 42,000$ 6 Traffic Control % 5% 124,000$
7 Erosion Control % 1% 26,000$
8 Moblilization/Demobilization % 10% 263,000$
2,888,000$
Engineering and Design % 10% 289,000$
Surveying & Staking & Geotechnical % 5% 144,000$
Construction Management/Staff % 10% 289,000$
722,000$
3,610,000$
25% 903,000$
4,513,000$
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-2A-3
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 2,730 $527 1,439,000$
2 Install 72" RCP FT 1,710 $1,016 1,737,000$
3 Manhole EA 11 $20,322 224,000$
4 Sawcut and Remove Existing AC Pavement SF 29,240 $2.66 78,000$ 5 Crushed Miscellaneous Base SF 29,240 $4 117,000$
6 Replace Asphalt Concrete Pavement SF 29,240 $2 58,000$ 7 Traffic Control % 5% 183,000$
8 Erosion Control % 1% 38,000$
9 Moblilization/Demobilization % 10% 387,000$
4,261,000$
Engineering and Design % 10% 426,000$
Surveying & Staking & Geotechnical % 5% 213,000$
Construction Management/Staff % 10% 426,000$
1,065,000$
5,326,000$
25% 1,332,000$
6,658,000$
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-2B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 490 $527 258,000$
2 Install 42" RCP FT 1,430 $588 841,000$
3 Install 54" RCP FT 1,330 $732 974,000$
4 Install 60" RCP FT 1,340 $816 1,093,000$
5 Install 66" RCP FT 1,370 $911 1,248,000$
6 Install 78" RCP FT 2,550 $1,133 2,889,000$
7 Manhole EA 20 $20,322 406,000$
8 Sawcut and Remove Existing AC Pavement SF 64,610 $2.66 172,000$ 9 Crushed Miscellaneous Base SF 64,610 $4 258,000$
10 Replace Asphalt Concrete Pavement SF 64,610 $2 129,000$ 11 Traffic Control % 5% 413,000$
12 Erosion Control % 1% 87,000$
13 Moblilization/Demobilization % 10% 877,000$
9,645,000$
Engineering and Design % 10% 965,000$
Surveying & Staking & Geotechnical % 5% 482,000$
Construction Management/Staff % 10% 965,000$
2,412,000$
12,057,000$
25% 3,014,000$
15,071,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-2C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 620 $527 327,000$
2 Install 42" RCP FT 1,290 $588 759,000$
3 Install 60" RCP FT 1,320 $816 1,077,000$
4 Install 66" RCP FT 1,340 $911 1,221,000$
5 Install 72" RCP FT 1,570 $1,016 1,595,000$
6 Install 78" RCP FT 2,520 $1,133 2,855,000$
7 Manhole EA 20 $20,322 406,000$
8 Sawcut and Remove Existing AC Pavement SF 68,040 $2.66 181,000$ 9 Crushed Miscellaneous Base SF 68,040 $4 272,000$
10 Replace Asphalt Concrete Pavement SF 68,040 $2 136,000$ 11 Traffic Control % 5% 441,000$
12 Erosion Control % 1% 93,000$
13 Moblilization/Demobilization % 10% 936,000$
10,299,000$
Engineering and Design % 10% 1,030,000$
Surveying & Staking & Geotechnical % 5% 515,000$
Construction Management/Staff % 10% 1,030,000$
2,575,000$
12,874,000$
25% 3,219,000$
16,093,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name SS-2D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 830 $527 437,000$
2 Install 42" RCP FT 2,940 $588 1,729,000$
3 Manhole EA 9 $20,322 183,000$
4 Sawcut and Remove Existing AC Pavement SF 21,700 $2.66 58,000$ 5 Crushed Miscellaneous Base SF 21,700 $4 87,000$
6 Replace Asphalt Concrete Pavement SF 21,700 $2 43,000$ 7 Traffic Control % 5% 127,000$
8 Erosion Control % 1% 27,000$
9 Moblilization/Demobilization % 10% 269,000$
2,960,000$
Engineering and Design % 10% 296,000$
Surveying & Staking & Geotechnical % 5% 148,000$
Construction Management/Staff % 10% 296,000$
740,000$
3,700,000$
25% 925,000$
4,625,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-0
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 730 $527 385,000$
2 Install 42" RCP FT 1,280 $588 753,000$
3 Install 54" RCP FT 2,870 $732 2,101,000$
4 Manhole EA 12 $20,322 244,000$
5 Sawcut and Remove Existing AC Pavement SF 31,390 $2.66 83,000$ 6 Crushed Miscellaneous Base SF 31,390 $4 126,000$
7 Replace Asphalt Concrete Pavement SF 31,390 $2 63,000$ 8 Traffic Control % 5% 188,000$
9 Erosion Control % 1% 39,000$
10 Moblilization/Demobilization % 10% 398,000$
4,380,000$
Engineering and Design % 10% 438,000$
Surveying & Staking & Geotechnical % 5% 219,000$
Construction Management/Staff % 10% 438,000$
1,095,000$
5,475,000$
20% 1,095,000$
6,570,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-10
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 500 $527 264,000$
2 Install 42" RCP FT 1,750 $588 1,029,000$
3 Install 48" RCP FT 1,190 $656 781,000$
4 Manhole EA 9 $20,322 183,000$
5 Sawcut and Remove Existing AC Pavement SF 20,590 $2.66 55,000$ 6 Crushed Miscellaneous Base SF 20,590 $4 82,000$
7 Replace Asphalt Concrete Pavement SF 20,590 $2 41,000$ 8 Traffic Control % 5% 122,000$
9 Erosion Control % 1% 26,000$
10 Moblilization/Demobilization % 10% 258,000$
2,841,000$
Engineering and Design % 10% 284,000$
Surveying & Staking & Geotechnical % 5% 142,000$
Construction Management/Staff % 10% 284,000$
710,000$
3,551,000$
25% 888,000$
4,439,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-11
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 480 $527 253,000$
2 Install 42" RCP FT 1,780 $588 1,047,000$
3 Install 48" RCP FT 1,220 $656 800,000$
4 Manhole EA 9 $20,322 183,000$
5 Sawcut and Remove Existing AC Pavement SF 20,850 $2.66 55,000$ 6 Crushed Miscellaneous Base SF 20,850 $4 83,000$
7 Replace Asphalt Concrete Pavement SF 20,850 $2 42,000$ 8 Traffic Control % 5% 123,000$
9 Erosion Control % 1% 26,000$
10 Moblilization/Demobilization % 10% 261,000$
2,873,000$
Engineering and Design % 10% 287,000$
Surveying & Staking & Geotechnical % 5% 144,000$
Construction Management/Staff % 10% 287,000$
718,000$
3,591,000$
25% 898,000$
4,489,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-1A
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,220 $816 996,000$
2 Install 72" RCP FT 960 $1,016 975,000$
3 Manhole EA 5 $20,322 102,000$
4 Remove 54" RCP FT 250 $80 20,000$
5 Sawcut and Remove Existing AC Pavement SF 17,530 $2.66 47,000$ 6 Crushed Miscellaneous Base SF 17,530 $4 70,000$
7 Replace Asphalt Concrete Pavement SF 17,530 $2 35,000$ 8 Traffic Control % 5% 112,000$
9 Erosion Control % 1% 24,000$
10 Moblilization/Demobilization % 10% 238,000$
2,619,000$
Engineering and Design % 10% 262,000$
Surveying & Staking & Geotechnical % 5% 131,000$
Construction Management/Staff % 10% 262,000$
655,000$
3,274,000$
20% 655,000$
3,929,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-1B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 720 $527 379,000$
2 Install 42" RCP FT 1,290 $588 759,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 11,420 $2.66 30,000$ 5 Crushed Miscellaneous Base SF 11,420 $4 46,000$
6 Replace Asphalt Concrete Pavement SF 11,420 $2 23,000$ 7 Traffic Control % 5% 67,000$
8 Erosion Control % 1% 14,000$
9 Moblilization/Demobilization % 10% 142,000$
1,562,000$
Engineering and Design % 10% 156,000$
Surveying & Staking & Geotechnical % 5% 78,000$
Construction Management/Staff % 10% 156,000$
390,000$
1,952,000$
20% 390,000$
2,342,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-2
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 290 $816 237,000$
2 Install 66" RCP FT 600 $911 547,000$
3 Install 78" RCP FT 460 $1,133 521,000$
4 Install 96" RCP FT 5,490 $1,572 8,630,000$
5 Manhole EA 17 $20,322 345,000$
6 Remove 54" RCP FT 1,300 $80 104,000$
7 Sawcut and Remove Existing AC Pavement SF 70,220 $2.66 187,000$ 8 Crushed Miscellaneous Base SF 70,220 $4 281,000$
9 Replace Asphalt Concrete Pavement SF 70,220 $2 140,000$ 10 Traffic Control % 5% 550,000$
11 Erosion Control % 1% 115,000$
12 Moblilization/Demobilization % 10% 1,166,000$
12,823,000$
Engineering and Design % 10% 1,282,000$
Surveying & Staking & Geotechnical % 5% 641,000$
Construction Management/Staff % 10% 1,282,000$
3,205,000$
16,028,000$
25% 4,007,000$
20,035,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-2A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 320 $527 169,000$
2 Install 42" RCP FT 1,830 $588 1,076,000$
3 Install 48" RCP FT 1,860 $656 1,220,000$
4 Install 60" RCP FT 790 $816 645,000$
5 Manhole EA 12 $20,322 244,000$
6 Sawcut and Remove Existing AC Pavement SF 30,320 $2.66 81,000$ 7 Crushed Miscellaneous Base SF 30,320 $4 121,000$
8 Replace Asphalt Concrete Pavement SF 30,320 $2 61,000$ 9 Traffic Control % 5% 181,000$
10 Erosion Control % 1% 38,000$
11 Moblilization/Demobilization % 10% 384,000$
4,220,000$
Engineering and Design % 10% 422,000$
Surveying & Staking & Geotechnical % 5% 211,000$
Construction Management/Staff % 10% 422,000$
1,055,000$
5,275,000$
25% 1,319,000$
7,649,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-2B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 640 $527 337,000$
2 Install 42" RCP FT 1,360 $588 800,000$
3 Install 54" RCP FT 2,580 $732 1,889,000$
4 Manhole EA 11 $20,322 224,000$
5 Remove 36" RCP FT 90 $53 5,000$
6 Sawcut and Remove Existing AC Pavement SF 27,960 $2.66 74,000$ 7 Crushed Miscellaneous Base SF 27,960 $4 112,000$
8 Replace Asphalt Concrete Pavement SF 27,960 $2 56,000$ 9 Traffic Control % 5% 175,000$
10 Erosion Control % 1% 37,000$
11 Moblilization/Demobilization % 10% 371,000$
4,080,000$
Engineering and Design % 10% 408,000$
Surveying & Staking & Geotechnical % 5% 204,000$
Construction Management/Staff % 10% 408,000$
1,020,000$
5,100,000$
25% 1,275,000$
6,375,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
112 of 136
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CIP Cost Estimates
AOS 1
Name T-2C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 690 $527 364,000$
2 Install 42" RCP FT 1,340 $588 788,000$
3 Install 54" RCP FT 2,560 $732 1,874,000$
4 Manhole EA 11 $20,322 224,000$
5 Sawcut and Remove Existing AC Pavement SF 29,370 $2.66 78,000$ 6 Crushed Miscellaneous Base SF 29,370 $4 117,000$
7 Replace Asphalt Concrete Pavement SF 29,370 $2 59,000$ 8 Traffic Control % 5% 175,000$
9 Erosion Control % 1% 37,000$
10 Moblilization/Demobilization % 10% 372,000$
4,088,000$
Engineering and Design % 10% 409,000$
Surveying & Staking & Geotechnical % 5% 204,000$
Construction Management/Staff % 10% 409,000$
1,022,000$
5,110,000$
25% 1,278,000$
6,388,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-3
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 3,990 $816 3,256,000$
2 Install 66" RCP FT 1,520 $911 1,385,000$
3 Manhole EA 14 $20,322 285,000$
4 Sawcut and Remove Existing AC Pavement SF 42,150 $2.66 112,000$ 5 Crushed Miscellaneous Base SF 42,150 $4 169,000$
6 Replace Asphalt Concrete Pavement SF 42,150 $2 84,000$ 7 Traffic Control % 5% 265,000$
8 Erosion Control % 1% 56,000$
9 Moblilization/Demobilization % 10% 561,000$
6,173,000$
Engineering and Design % 10% 617,000$
Surveying & Staking & Geotechnical % 5% 309,000$
Construction Management/Staff % 10% 617,000$
1,543,000$
7,716,000$
20% 1,543,000$
9,259,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-3A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 330 $527 174,000$
2 Install 42" RCP FT 1,830 $588 1,076,000$
3 Install 48" RCP FT 1,380 $656 905,000$
4 Install 60" RCP FT 3,990 $816 3,256,000$
5 Manhole EA 19 $20,322 386,000$
6 Sawcut and Remove Existing AC Pavement SF 51,300 $2.66 136,000$ 7 Crushed Miscellaneous Base SF 51,300 $4 205,000$
8 Replace Asphalt Concrete Pavement SF 51,300 $2 103,000$ 9 Traffic Control % 5% 312,000$
10 Erosion Control % 1% 66,000$
11 Moblilization/Demobilization % 10% 662,000$
7,281,000$
Engineering and Design % 10% 728,000$
Surveying & Staking & Geotechnical % 5% 364,000$
Construction Management/Staff % 10% 728,000$
1,820,000$
9,101,000$
25% 2,275,000$
11,376,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-4
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 274,000$
2 Install 42" RCP FT 1,140 $588 670,000$
3 Install 48" RCP FT 1,310 $656 859,000$
4 Install 54" RCP FT 1,310 $732 959,000$
5 Manhole EA 11 $20,322 224,000$
6 Remove 54" RCP FT 60 $80 5,000$
7 Remove 60" RCP FT 20 $89 2,000$
8 Sawcut and Remove Existing AC Pavement SF 27,000 $2.66 72,000$ 9 Crushed Miscellaneous Base SF 27,000 $4 108,000$
10 Replace Asphalt Concrete Pavement SF 27,000 $2 54,000$ 11 Traffic Control % 5% 161,000$
12 Erosion Control % 1% 34,000$
13 Moblilization/Demobilization % 10% 342,000$
3,764,000$
Engineering and Design % 10% 376,000$
Surveying & Staking & Geotechnical % 5% 188,000$
Construction Management/Staff % 10% 376,000$
940,000$
4,704,000$
25% 1,176,000$
5,880,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
116 of 136
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CIP Cost Estimates
AOS 1
Name T-5
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,650 $732 1,208,000$
2 Install 84" RCP FT 2,540 $1,264 3,211,000$
3 Manhole EA 10 $20,322 203,000$
4 Sawcut and Remove Existing AC Pavement SF 36,040 $2.66 96,000$ 5 Crushed Miscellaneous Base SF 36,040 $4 144,000$
6 Replace Asphalt Concrete Pavement SF 36,040 $2 72,000$ 7 Traffic Control % 5% 247,000$
8 Erosion Control % 1% 52,000$
9 Moblilization/Demobilization % 10% 523,000$
5,756,000$
Engineering and Design % 10% 576,000$
Surveying & Staking & Geotechnical % 5% 288,000$
Construction Management/Staff % 10% 576,000$
1,440,000$
7,196,000$
25% 1,799,000$
8,995,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
117 of 136
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CIP Cost Estimates
AOS 1
Name T-5A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,850 $527 975,000$
2 Install 42" RCP FT 1,380 $588 811,000$
3 Install 48" RCP FT 1,390 $656 912,000$
4 Manhole EA 12 $20,322 244,000$
5 Sawcut and Remove Existing AC Pavement SF 26,900 $2.66 72,000$ 6 Crushed Miscellaneous Base SF 26,900 $4 108,000$
7 Replace Asphalt Concrete Pavement SF 26,900 $2 54,000$ 8 Traffic Control % 5% 159,000$
9 Erosion Control % 1% 33,000$
10 Moblilization/Demobilization % 10% 337,000$
3,705,000$
Engineering and Design % 10% 371,000$
Surveying & Staking & Geotechnical % 5% 185,000$
Construction Management/Staff % 10% 371,000$
927,000$
4,632,000$
25% 1,158,000$
5,790,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
118 of 136
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CIP Cost Estimates
AOS 1
Name T-5B
Units Quantities Unit Price * Item Total
1 Install 78" RCP FT 2,420 $1,133 2,742,000$
2 Manhole EA 6 $20,322 122,000$
3 Remove 24" RCP FT 720 $35 25,000$
4 Sawcut and Remove Existing AC Pavement SF 22,090 $2.66 59,000$ 5 Crushed Miscellaneous Base SF 22,090 $4 88,000$
6 Replace Asphalt Concrete Pavement SF 22,090 $2 44,000$ 7 Traffic Control % 5% 154,000$
8 Erosion Control % 1% 32,000$
9 Moblilization/Demobilization % 10% 327,000$
3,593,000$
Engineering and Design % 10% 359,000$
Surveying & Staking & Geotechnical % 5% 180,000$
Construction Management/Staff % 10% 359,000$
898,000$
4,491,000$
25% 1,123,000$
5,614,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-5C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 300 $527 158,000$
2 Install 42" RCP FT 1,070 $588 629,000$
3 Install 48" RCP FT 800 $656 525,000$
4 Install 54" RCP FT 1,500 $732 1,098,000$
5 Install 72" RCP FT 1,230 $1,016 1,250,000$
6 Manhole EA 12 $20,322 244,000$
7 Sawcut and Remove Existing AC Pavement SF 34,020 $2.66 90,000$ 8 Crushed Miscellaneous Base SF 34,020 $4 136,000$
9 Replace Asphalt Concrete Pavement SF 34,020 $2 68,000$ 10 Traffic Control % 5% 210,000$
11 Erosion Control % 1% 44,000$
12 Moblilization/Demobilization % 10% 445,000$
4,897,000$
Engineering and Design % 10% 490,000$
Surveying & Staking & Geotechnical % 5% 245,000$
Construction Management/Staff % 10% 490,000$
1,225,000$
6,122,000$
20% 1,224,000$
7,346,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-6
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 1,990 $911 1,813,000$
2 Install 72" RCP FT 1,690 $1,016 1,717,000$
3 Manhole EA 9 $20,322 183,000$
4 Sawcut and Remove Existing AC Pavement SF 30,510 $2.66 81,000$ 5 Crushed Miscellaneous Base SF 30,510 $4 122,000$
6 Replace Asphalt Concrete Pavement SF 30,510 $2 61,000$ 7 Traffic Control % 5% 199,000$
8 Erosion Control % 1% 42,000$
9 Moblilization/Demobilization % 10% 422,000$
4,640,000$
Engineering and Design % 10% 464,000$
Surveying & Staking & Geotechnical % 5% 232,000$
Construction Management/Staff % 10% 464,000$
1,160,000$
5,800,000$
25% 1,450,000$
7,250,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-6A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 880 $527 464,000$
2 Install 42" RCP FT 1,330 $588 782,000$
3 Manhole EA 6 $20,322 122,000$
4 Sawcut and Remove Existing AC Pavement SF 12,510 $2.66 33,000$ 5 Crushed Miscellaneous Base SF 12,510 $4 50,000$
6 Replace Asphalt Concrete Pavement SF 12,510 $2 25,000$ 7 Traffic Control % 5% 74,000$
8 Erosion Control % 1% 16,000$
9 Moblilization/Demobilization % 10% 157,000$
1,723,000$
Engineering and Design % 10% 172,000$
Surveying & Staking & Geotechnical % 5% 86,000$
Construction Management/Staff % 10% 172,000$
430,000$
2,153,000$
20% 431,000$
2,584,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-6B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 430 $527 227,000$
2 Install 42" RCP FT 420 $588 247,000$
3 Install 60" RCP FT 1,450 $816 1,183,000$
4 Manhole EA 6 $20,322 122,000$
5 Sawcut and Remove Existing AC Pavement SF 15,640 $2.66 42,000$ 6 Crushed Miscellaneous Base SF 15,640 $4 63,000$
7 Replace Asphalt Concrete Pavement SF 15,640 $2 31,000$ 8 Traffic Control % 5% 96,000$
9 Erosion Control % 1% 20,000$
10 Moblilization/Demobilization % 10% 203,000$
2,234,000$
Engineering and Design % 10% 223,000$
Surveying & Staking & Geotechnical % 5% 112,000$
Construction Management/Staff % 10% 223,000$
558,000$
2,792,000$
20% 558,000$
3,350,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-7
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 2,620 $527 1,381,000$
2 Install 42" RCP FT 2,620 $588 1,541,000$
3 Install Double 66" RCP FT 1,720 $1,822 3,134,000$
4 Manhole EA 17 $20,322 345,000$
5 Sawcut and Remove Existing AC Pavement SF 57,030 $2.66 152,000$ 6 Crushed Miscellaneous Base SF 57,030 $4 228,000$
7 Replace Asphalt Concrete Pavement SF 57,030 $2 114,000$ 8 Traffic Control % 5% 345,000$
9 Erosion Control % 1% 72,000$
10 Moblilization/Demobilization % 10% 731,000$
8,043,000$
Engineering and Design % 10% 804,000$
Surveying & Staking & Geotechnical % 5% 402,000$
Construction Management/Staff % 10% 804,000$
2,010,000$
10,053,000$
20% 2,011,000$
12,064,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-7A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,320 $527 696,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 7,040 $2.66 19,000$ 4 Crushed Miscellaneous Base SF 7,040 $4 28,000$
5 Replace Asphalt Concrete Pavement SF 7,040 $2 14,000$ 6 Traffic Control % 5% 41,000$
7 Erosion Control % 1% 9,000$
8 Moblilization/Demobilization % 10% 87,000$
955,000$
Engineering and Design % 10% 96,000$
Surveying & Staking & Geotechnical % 5% 48,000$
Construction Management/Staff % 10% 96,000$
240,000$
1,195,000$
20% 239,000$
1,434,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-7B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 320 $527 169,000$
2 Install 42" RCP FT 690 $588 406,000$
3 Install 48" RCP FT 670 $656 440,000$
4 Manhole EA 4 $20,322 81,000$
5 Sawcut and Remove Existing AC Pavement SF 10,060 $2.66 27,000$ 6 Crushed Miscellaneous Base SF 10,060 $4 40,000$
7 Replace Asphalt Concrete Pavement SF 10,060 $2 20,000$ 8 Traffic Control % 5% 59,000$
9 Erosion Control % 1% 12,000$
10 Moblilization/Demobilization % 10% 125,000$
1,379,000$
Engineering and Design % 10% 138,000$
Surveying & Staking & Geotechnical % 5% 69,000$
Construction Management/Staff % 10% 138,000$
345,000$
1,724,000$
20% 345,000$
2,069,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
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CIP Cost Estimates
AOS 1
Name T-8
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 2,630 $732 1,925,000$
2 Install 66" RCP FT 1,310 $911 1,193,000$
3 Install 72" RCP FT 1,340 $1,016 1,361,000$
4 Install 78" RCP FT 570 $1,133 646,000$
5 Manhole EA 15 $20,322 305,000$
6 Sawcut and Remove Existing AC Pavement SF 45,540 $2.66 121,000$ 7 Crushed Miscellaneous Base SF 45,540 $4 182,000$
8 Replace Asphalt Concrete Pavement SF 45,540 $2 91,000$ 9 Traffic Control % 5% 291,000$
10 Erosion Control % 1% 61,000$
11 Moblilization/Demobilization % 10% 618,000$
6,794,000$
Engineering and Design % 10% 679,000$
Surveying & Staking & Geotechnical % 5% 340,000$
Construction Management/Staff % 10% 679,000$
1,698,000$
8,492,000$
20% 1,698,000$
10,190,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
127 of 136
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CIP Cost Estimates
AOS 1
Name T-8A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 540 $527 285,000$
2 Install 42" RCP FT 1,140 $588 670,000$
3 Install 48" RCP FT 1,300 $656 853,000$
4 Manhole EA 7 $20,322 142,000$
5 Sawcut and Remove Existing AC Pavement SF 17,920 $2.66 48,000$ 6 Crushed Miscellaneous Base SF 17,920 $4 72,000$
7 Replace Asphalt Concrete Pavement SF 17,920 $2 36,000$ 8 Traffic Control % 5% 105,000$
9 Erosion Control % 1% 22,000$
10 Moblilization/Demobilization % 10% 223,000$
2,456,000$
Engineering and Design % 10% 246,000$
Surveying & Staking & Geotechnical % 5% 123,000$
Construction Management/Staff % 10% 246,000$
615,000$
3,071,000$
20% 614,000$
3,685,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
128 of 136
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CIP Cost Estimates
AOS 1
Name T-8B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 360 $527 190,000$
2 Install 42" RCP FT 1,470 $588 864,000$
3 Install 48" RCP FT 1,310 $656 859,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 18,970 $2.66 50,000$ 6 Crushed Miscellaneous Base SF 18,970 $4 76,000$
7 Replace Asphalt Concrete Pavement SF 18,970 $2 38,000$ 8 Traffic Control % 5% 112,000$
9 Erosion Control % 1% 24,000$
10 Moblilization/Demobilization % 10% 238,000$
2,614,000$
Engineering and Design % 10% 261,000$
Surveying & Staking & Geotechnical % 5% 131,000$
Construction Management/Staff % 10% 261,000$
653,000$
3,267,000$
20% 653,000$
3,920,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
129 of 136
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CIP Cost Estimates
AOS 1
Name T-8C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 390 $527 206,000$
2 Install 42" RCP FT 1,640 $588 964,000$
3 Install 48" RCP FT 1,300 $656 853,000$
4 Manhole EA 8 $20,322 163,000$
4 Sawcut and Remove Existing AC Pavement SF 20,060 $2.66 53,000$ 5 Crushed Miscellaneous Base SF 20,060 $4 80,000$
6 Replace Asphalt Concrete Pavement SF 20,060 $2 40,000$ 7 Traffic Control % 5% 108,000$
8 Erosion Control % 1% 23,000$
9 Moblilization/Demobilization % 10% 228,000$
2,512,000$
Engineering and Design % 10% 251,000$
Surveying & Staking & Geotechnical % 5% 126,000$
Construction Management/Staff % 10% 251,000$
628,000$
3,140,000$
20% 628,000$
3,768,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
130 of 136
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CIP Cost Estimates
AOS 1
Name T-8D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,330 $527 701,000$
2 Install 42" RCP FT 790 $588 465,000$
3 Install 48" RCP FT 2,630 $656 1,725,000$
4 Manhole EA 12 $20,322 244,000$
5 Sawcut and Remove Existing AC Pavement SF 28,620 $2.66 76,000$ 6 Crushed Miscellaneous Base SF 28,620 $4 114,000$
7 Replace Asphalt Concrete Pavement SF 28,620 $2 57,000$ 8 Traffic Control % 5% 169,000$
9 Erosion Control % 1% 36,000$
10 Moblilization/Demobilization % 10% 359,000$
3,946,000$
Engineering and Design % 10% 395,000$
Surveying & Staking & Geotechnical % 5% 197,000$
Construction Management/Staff % 10% 395,000$
987,000$
4,933,000$
20% 987,000$
5,920,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
131 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name T-9
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 274,000$
2 Install 42" RCP FT 1,160 $588 682,000$
3 Install 48" RCP FT 1,330 $656 872,000$
4 Install 66" RCP FT 380 $911 346,000$
5 Manhole EA 8 $20,322 163,000$
6 Sawcut and Remove Existing AC Pavement SF 21,180 $2.66 56,000$ 7 Crushed Miscellaneous Base SF 21,180 $4 85,000$
8 Replace Asphalt Concrete Pavement SF 21,180 $2 42,000$ 9 Traffic Control % 5% 126,000$
10 Erosion Control % 1% 26,000$
11 Moblilization/Demobilization % 10% 267,000$
2,939,000$
Engineering and Design % 10% 294,000$
Surveying & Staking & Geotechnical % 5% 147,000$
Construction Management/Staff % 10% 294,000$
735,000$
3,674,000$
25% 919,000$
4,593,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
132 of 136
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name T-9A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 274,000$
2 Install 42" RCP FT 1,140 $588 670,000$
3 Install 48" RCP FT 1,310 $656 859,000$
4 Install 54" RCP FT 1,310 $732 959,000$
5 Manhole EA 11 $20,322 224,000$
6 Sawcut and Remove Existing AC Pavement SF 27,000 $2.66 72,000$ 7 Crushed Miscellaneous Base SF 27,000 $4 108,000$
8 Replace Asphalt Concrete Pavement SF 27,000 $2 54,000$ 9 Traffic Control % 5% 161,000$
10 Erosion Control % 1% 34,000$
11 Moblilization/Demobilization % 10% 342,000$
3,757,000$
Engineering and Design % 10% 376,000$
Surveying & Staking & Geotechnical % 5% 188,000$
Construction Management/Staff % 10% 376,000$
940,000$
4,697,000$
25% 1,174,000$
5,871,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
133 of 136
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CIP Cost Estimates
AOS 1
Name WG-1
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 1,220 $656 800,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 7,830 $2.66 21,000$ 4 Crushed Miscellaneous Base SF 7,830 $4 31,000$
5 Replace Asphalt Concrete Pavement SF 7,830 $2 16,000$ 6 Traffic Control % 5% 46,000$
7 Erosion Control % 1% 10,000$
8 Moblilization/Demobilization % 10% 99,000$
1,084,000$
Engineering and Design % 10% 108,000$
Surveying & Staking & Geotechnical % 5% 54,000$
Construction Management/Staff % 10% 108,000$
270,000$
1,354,000$
20% 271,000$
1,625,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
134 of 136
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CIP Cost Estimates
AOS 1
Name WG-2
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,330 $527 701,000$
2 Install 42" RCP FT 990 $588 582,000$
3 Install 48" RCP FT 650 $656 426,000$
4 Manhole EA 7 $20,322 142,000$
5 Sawcut and Remove Existing AC Pavement SF 17,090 $2.66 45,000$ 6 Crushed Miscellaneous Base SF 17,090 $4 68,000$
7 Replace Asphalt Concrete Pavement SF 17,090 $2 34,000$ 8 Traffic Control % 5% 100,000$
9 Erosion Control % 1% 21,000$
10 Moblilization/Demobilization % 10% 212,000$
2,331,000$
Engineering and Design % 10% 233,000$
Surveying & Staking & Geotechnical % 5% 117,000$
Construction Management/Staff % 10% 233,000$
583,000$
2,914,000$
25% 729,000$
3,643,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
135 of 136
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CIP Cost Estimates
AOS 1
Name WG-3
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 610 $656 400,000$
2 Manhole EA 2 $20,322 41,000$
3 Sawcut and Remove Existing AC Pavement SF 3,660 $2.66 10,000$ 4 Crushed Miscellaneous Base SF 3,660 $4 15,000$
5 Replace Asphalt Concrete Pavement SF 3,660 $2 7,000$
6 Traffic Control % 5% 24,000$
7 Erosion Control % 1% 5,000$
8 Moblilization/Demobilization % 10% 50,000$
552,000$
Engineering and Design % 10% 55,200$
Surveying & Staking & Geotechnical % 5% 28,000$
Construction Management/Staff % 10% 55,000$
138,200$
690,200$
20% 138,000$
828,200$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
136 of 136
AOS 2 Capital Project Cost Estimates

City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Project Cost
DZ-10 $6,060,000.00
DZ-11 $4,500,000.00
DZ-11A $3,978,000.00
DZ-11B $3,065,000.00
DZ-12 $4,272,000.00
DZ-12A $3,806,000.00
DZ-13 $6,870,000.00
DZ-14 $4,683,000.00
DZ-14A $2,651,000.00
DZ-15A $3,030,000.00
DZ-16 $9,314,000.00
DZ-16A $2,599,000.00
DZ-4 $7,155,000.00
DZ-7 $3,398,000.00
DZ-8 $745,000.00
DZ-9 $2,810,000.00
JH-1 $3,281,000.00
JH-2 $3,823,000.00
SR-1 $5,008,000.00
SR-2 $15,527,000.00
SR-3 $7,451,000.00
SR-4 $5,772,000.00
SS-10 $1,415,000.00
SS-11 $3,556,000.00
SS-5 $3,380,000.00
SS-6 $1,950,000.00
SS-7 $3,065,000.00
SS-8 $3,105,000.00
SS-9 $2,447,000.00
SS-9A $2,986,000.00
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-4
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 1,650 $1,264 2,086,000$
2 Install 108" RCP FT 640 $2,000 1,280,000$
3 Install 6' x 7' RCB FT 110 $2,052 226,000$
4 Manhole EA 6 $20,322 122,000$
5 Sawcut and Remove Existing AC Pavement SF 24,490 $2.66 65,000$ 6 Crushed Miscellaneous Base SF 24,490 $4 98,000$
7 Replace Asphalt Concrete Pavement SF 24,490 $2 49,000$ 8 Traffic Control % 5% 196,000$
9 Erosion Control % 1% 41,000$
10 Mobilization/Demobilization % 10% 416,000$
4,579,000$
Engineering and Design % 10% 458,000$
Surveying & Staking & Geotechnical % 5% 229,000$
Construction Management/Staff % 10% 458,000$
1,145,000$
5,724,000$
25% 1,431,000$
7,155,000$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
2 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-7
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 420 $527 221,000$
2 Install 42" RCP FT 970 $588 570,000$
3 Install 48" RCP FT 1,320 $656 866,000$
4 Manhole EA 7 $20,322 142,000$
5 Sawcut and Remove Existing AC Pavement SF 16,410 $2.66 44,000$ 6 Crushed Miscellaneous Base SF 16,410 $4 66,000$
7 Replace Asphalt Concrete Pavement SF 16,410 $2 33,000$ 8 Traffic Control % 5% 97,000$
9 Erosion Control % 1% 20,000$
10 Mobilization/Demobilization % 10% 206,000$
2,265,000$
Engineering and Design % 10% 227,000$
Surveying & Staking & Geotechnical % 5% 113,000$
Construction Management/Staff % 10% 227,000$
567,000$
2,832,000$
20% 566,000$
3,398,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
3 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-8
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 340 $1,016 345,000$
2 Manhole EA 1 $20,322 20,000$
3 Remove 66" RCP FT 590 $99 58,000$
4 Sawcut and Remove Existing AC Pavement SF 2,920 $2.66 8,000$ 5 Crushed Miscellaneous Base SF 2,920 $4 12,000$
6 Replace Asphalt Concrete Pavement SF 2,920 $2 6,000$
7 Traffic Control % 5% 22,000$
8 Erosion Control % 1% 5,000$
9 Mobilization/Demobilization % 10% 48,000$
476,000$
Engineering and Design % 10% 47,600$
Surveying & Staking & Geotechnical % 5% 24,000$
Construction Management/Staff % 10% 48,000$
119,600$
595,600$
25% 149,000$
744,600$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
4 of 31
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CIP Cost Estimates
AOS 2
Name DZ-9
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 550 $527 290,000$
2 Install 42" RCP FT 1,470 $588 864,000$
3 Install 48" RCP FT 550 $656 361,000$
4 Manhole EA 6 $20,322 122,000$
6 Sawcut and Remove Existing AC Pavement SF 15,100 $2.66 40,000$ 7 Crushed Miscellaneous Base SF 15,100 $4 60,000$
8 Replace Asphalt Concrete Pavement SF 15,100 $2 30,000$ 9 Traffic Control % 5% 88,000$
10 Erosion Control % 1% 19,000$
11 Mobilization/Demobilization % 10% 187,000$
1,874,000$
Engineering and Design % 10% 187,000$
Surveying & Staking & Geotechnical % 5% 94,000$
Construction Management/Staff % 10% 187,000$
468,000$
2,342,000$
20% 468,000$
2,810,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
5 of 31
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CIP Cost Estimates
AOS 2
Name DZ-10
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 340 $527 179,000$
2 Install 42" RCP FT 1,320 $588 776,000$
3 Install 48" RCP FT 1,350 $656 886,000$
4 Install 54" RCP FT 1,390 $732 1,017,000$
5 Manhole EA 11 $20,322 224,000$
6 Sawcut and Remove Existing AC Pavement SF 27,900 $2.66 74,000$ 7 Crushed Miscellaneous Base SF 27,900 $4 112,000$
8 Replace Asphalt Concrete Pavement SF 27,900 $2 56,000$ 9 Traffic Control % 5% 166,000$
10 Erosion Control % 1% 35,000$
11 Mobilization/Demobilization % 10% 353,000$
3,878,000$
Engineering and Design % 10% 388,000$
Surveying & Staking & Geotechnical % 5% 194,000$
Construction Management/Staff % 10% 388,000$
970,000$
4,848,000$
25% 1,212,000$
6,060,000$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to 12' water main conflict CONTINGENCY +

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
6 of 31
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name DZ-11
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,370 $732 1,003,000$
2 Install 60" RCP FT 1,410 $816 1,151,000$
3 Manhole EA 7 $20,322 142,000$
4 Sawcut and Remove Existing AC Pavement SF 20,110 $2.66 53,000$ 5 Crushed Miscellaneous Base SF 20,110 $4 80,000$
6 Replace Asphalt Concrete Pavement SF 20,110 $2 40,000$ 7 Traffic Control % 5% 123,000$
8 Erosion Control % 1% 26,000$
9 Mobilization/Demobilization % 10% 262,000$
2,880,000$
Engineering and Design % 10% 288,000$
Surveying & Staking & Geotechnical % 5% 144,000$
Construction Management/Staff % 10% 288,000$
720,000$
3,600,000$
25% 900,000$
4,500,000$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
7 of 31
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name DZ-11A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 274,000$
2 Install 42" RCP FT 1,000 $588 588,000$
3 Install 48" RCP FT 1,650 $656 1,082,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 19,240 $2.66 51,000$ 6 Crushed Miscellaneous Base SF 19,240 $4 77,000$
7 Replace Asphalt Concrete Pavement SF 19,240 $2 38,000$ 8 Traffic Control % 5% 114,000$
9 Erosion Control % 1% 24,000$
10 Mobilization/Demobilization % 10% 241,000$
2,652,000$
Engineering and Design % 10% 265,000$
Surveying & Staking & Geotechnical % 5% 133,000$
Construction Management/Staff % 10% 265,000$
663,000$
3,315,000$
20% 663,000$
3,978,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
8 of 31
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CIP Cost Estimates
AOS 2
Name DZ-11B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 560 $527 295,000$
2 Install 42" RCP FT 990 $588 582,000$
3 Install 48" RCP FT 1,060 $656 695,000$
4 Manhole EA 7 $20,322 142,000$
5 Remove 24" RCP FT 1,340 $35 47,000$
6 Remove 30" RCP FT 750 $44 33,000$
7 Sawcut and Remove Existing AC Pavement SF 15,600 $2.66 41,000$ 8 Crushed Miscellaneous Base SF 15,600 $4 62,000$
9 Replace Asphalt Concrete Pavement SF 15,600 $2 31,000$ 10 Traffic Control % 5% 96,000$
11 Erosion Control % 1% 20,000$
12 Mobilization/Demobilization % 10% 204,000$
2,044,000$
Engineering and Design % 10% 204,000$
Surveying & Staking & Geotechnical % 5% 102,000$
Construction Management/Staff % 10% 204,000$
510,000$
2,554,000$
20% 511,000$
3,065,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
9 of 31
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CIP Cost Estimates
AOS 2
Name DZ-12
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 2,610 $816 2,130,000$
2 Manhole EA 7 $20,322 142,000$
3 Sawcut and Remove Existing AC Pavement SF 19,580 $2.66 52,000$ 4 Crushed Miscellaneous Base SF 19,580 $4 78,000$
5 Replace Asphalt Concrete Pavement SF 19,580 $2 39,000$ 6 Traffic Control % 5% 122,000$
7 Erosion Control % 1% 26,000$
8 Mobilization/Demobilization % 10% 259,000$
2,848,000$
Engineering and Design % 10% 285,000$
Surveying & Staking & Geotechnical % 5% 142,000$
Construction Management/Staff % 10% 285,000$
712,000$
3,560,000$
20% 712,000$
4,272,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
10 of 31
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name DZ-12A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 450 $527 237,000$
2 Install 42" RCP FT 2,020 $588 1,188,000$
3 Install 48" RCP FT 650 $656 426,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 18,440 $2.66 49,000$ 6 Crushed Miscellaneous Base SF 18,440 $4 74,000$
7 Replace Asphalt Concrete Pavement SF 18,440 $2 37,000$ 8 Traffic Control % 5% 109,000$
9 Erosion Control % 1% 23,000$
10 Mobilization/Demobilization % 10% 231,000$
2,537,000$
Engineering and Design % 10% 254,000$
Surveying & Staking & Geotechnical % 5% 127,000$
Construction Management/Staff % 10% 254,000$
635,000$
3,172,000$
20% 634,000$
3,806,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
11 of 31
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name DZ-13
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 850 $816 694,000$
2 Install 66" RCP FT 1,550 $911 1,412,000$
3 Install 84" RCP FT 1,080 $1,264 1,365,000$
4 Manhole EA 9 $20,322 183,000$
5 Remove 48" RCP FT 1,600 $71 114,000$
6 Remove 78" RCP FT 1,050 $117 123,000$
7 Sawcut and Remove Existing AC Pavement SF 29,280 $2.66 78,000$ 8 Crushed Miscellaneous Base SF 29,280 $4 117,000$
9 Replace Asphalt Concrete Pavement SF 29,280 $2 59,000$ 10 Traffic Control % 5% 207,000$
11 Erosion Control % 1% 44,000$
12 Mobilization/Demobilization % 10% 440,000$
4,396,000$
Engineering and Design % 10% 440,000$
Surveying & Staking & Geotechnical % 5% 220,000$
Construction Management/Staff % 10% 440,000$
1,100,000$
5,496,000$
25% 1,374,000$
6,870,000$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
12 of 31
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name DZ-14
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,310 $732 959,000$
2 Install 66" RCP FT 350 $911 319,000$
3 Install 72" RCP FT 1,100 $1,016 1,118,000$
4 Manhole EA 7 $20,322 142,000$
5 Remove 48" RCP FT 1,320 $71 94,000$
6 Remove 64" RCP FT 80 $96 8,000$
7 Sawcut and Remove Existing AC Pavement SF 21,370 $2.66 57,000$ 8 Crushed Miscellaneous Base SF 21,370 $4 85,000$
9 Replace Asphalt Concrete Pavement SF 21,370 $2 43,000$ 10 Traffic Control % 5% 141,000$
11 Erosion Control % 1% 30,000$
12 Mobilization/Demobilization % 10% 300,000$
2,996,000$
Engineering and Design % 10% 300,000$
Surveying & Staking & Geotechnical % 5% 150,000$
Construction Management/Staff % 10% 300,000$
750,000$
3,746,000$
25% 937,000$
4,683,000$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
13 of 31
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name DZ-14A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 530 $527 279,000$
2 Install 42" RCP FT 1,000 $588 588,000$
3 Install 48" RCP FT 660 $656 433,000$
4 Manhole EA 5 $20,322 102,000$
5 Sawcut and Remove Existing AC Pavement SF 12,940 $2.66 34,000$ 6 Crushed Miscellaneous Base SF 12,940 $4 52,000$
7 Replace Asphalt Concrete Pavement SF 12,940 $2 26,000$ 8 Traffic Control % 5% 76,000$
9 Erosion Control % 1% 16,000$
10 Mobilization/Demobilization % 10% 161,000$
1,767,000$
Engineering and Design % 10% 177,000$
Surveying & Staking & Geotechnical % 5% 88,000$
Construction Management/Staff % 10% 177,000$
442,000$
2,209,000$
20% 442,000$
2,651,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
14 of 31
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CIP Cost Estimates
AOS 2
Name DZ-15A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 490 $527 258,000$
2 Install 42" RCP FT 1,000 $588 588,000$
3 Install 48" RCP FT 970 $656 636,000$
4 Manhole EA 6 $20,322 122,000$
5 Sawcut and Remove Existing AC Pavement SF 14,710 $2.66 39,000$ 6 Crushed Miscellaneous Base SF 14,710 $4 59,000$
7 Replace Asphalt Concrete Pavement SF 14,710 $2 29,000$ 8 Traffic Control % 5% 87,000$
9 Erosion Control % 1% 18,000$
10 Mobilization/Demobilization % 10% 184,000$
2,020,000$
Engineering and Design % 10% 202,000$
Surveying & Staking & Geotechnical % 5% 101,000$
Construction Management/Staff % 10% 202,000$
505,000$
2,525,000$
20% 505,000$
3,030,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
15 of 31
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CIP Cost Estimates
AOS 2
Name DZ-16
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 2,640 $911 2,405,000$
2 Install Double 66" RCP FT 1,380 $1,822 2,514,000$
3 Manhole EA 10 $20,322 203,000$
4 Remove 42" RCP FT 180 $62 11,000$
5 Remove 60" RCP FT 1,250 $89 111,000$
6 Sawcut and Remove Existing AC Pavement SF 43,430 $2.66 116,000$ 7 Crushed Miscellaneous Base SF 43,430 $4 174,000$
8 Replace Asphalt Concrete Pavement SF 43,430 $2 87,000$ 9 Traffic Control % 5% 281,000$
10 Erosion Control % 1% 59,000$
11 Mobilization/Demobilization % 10% 596,000$
5,961,000$
Engineering and Design % 10% 596,000$
Surveying & Staking & Geotechnical % 5% 298,000$
Construction Management/Staff % 10% 596,000$
1,490,000$
7,451,000$
25% 1,863,000$
9,314,000$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
16 of 31
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name DZ-16A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 420 $527 221,000$
2 Install 42" RCP FT 840 $588 494,000$
3 Install 48" RCP FT 850 $656 558,000$
4 Manhole EA 5 $20,322 102,000$
5 Sawcut and Remove Existing AC Pavement SF 12,630 $2.66 34,000$ 6 Crushed Miscellaneous Base SF 12,630 $4 51,000$
7 Replace Asphalt Concrete Pavement SF 12,630 $2 25,000$ 8 Traffic Control % 5% 74,000$
9 Erosion Control % 1% 16,000$
10 Mobilization/Demobilization % 10% 158,000$
1,733,000$
Engineering and Design % 10% 173,000$
Surveying & Staking & Geotechnical % 5% 87,000$
Construction Management/Staff % 10% 173,000$
433,000$
2,166,000$
20% 433,000$
2,599,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
17 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name JH-1
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 1,380 $1,264 1,744,000$
2 Manhole EA 3 $20,322 61,000$
3 Remove 66" RCP FT 1,090 $99 108,000$
4 Remove 78" RCP FT 290 $117 34,000$
5 Sawcut and Remove Existing AC Pavement SF 13,340 $2.66 35,000$ 6 Crushed Miscellaneous Base SF 13,340 $4 53,000$
7 Replace Asphalt Concrete Pavement SF 13,340 $2 27,000$ 8 Traffic Control % 5% 103,000$
9 Erosion Control % 1% 22,000$
10 Mobilization/Demobilization % 10% 219,000$
2,187,000$
Engineering and Design % 10% 219,000$
Surveying & Staking & Geotechnical % 5% 109,000$
Construction Management/Staff % 10% 219,000$
547,000$
2,734,000$
20% 547,000$
3,281,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
18 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name JH-2
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 1,930 $1,016 1,961,000$
2 Manhole EA 5 $20,322 102,000$
3 Remove 69" RCP FT 1,920 $103 198,000$
4 Sawcut and Remove Existing AC Pavement SF 16,570 $2.66 44,000$ 5 Crushed Miscellaneous Base SF 16,570 $4 66,000$
6 Replace Asphalt Concrete Pavement SF 16,570 $2 33,000$ 7 Traffic Control % 5% 120,000$
8 Erosion Control % 1% 25,000$
9 Mobilization/Demobilization % 10% 255,000$
2,549,000$
Engineering and Design % 10% 255,000$
Surveying & Staking & Geotechnical % 5% 127,000$
Construction Management/Staff % 10% 255,000$
637,000$
3,186,000$
20% 637,000$
3,823,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
19 of 31
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CIP Cost Estimates
AOS 2
Name SR-1
Units Quantities Unit Price * Item Total
1 Install Double 66" RCP FT 1,560 $1,822 2,842,000$
2 Manhole EA 4 $20,322 81,000$
3 Remove 54" RCP FT 1,460 $80 117,000$
4 Sawcut and Remove Existing AC Pavement SF 12,550 $2.66 33,000$ 5 Crushed Miscellaneous Base SF 12,550 $4 50,000$
6 Replace Asphalt Concrete Pavement SF 12,550 $2 25,000$ 7 Traffic Control % 5% 157,000$
8 Erosion Control % 1% 33,000$
9 Mobilization/Demobilization % 10% 334,000$
3,338,000$
Engineering and Design % 10% 334,000$
Surveying & Staking & Geotechnical % 5% 167,000$
Construction Management/Staff % 10% 334,000$
835,000$
4,173,000$
20% 835,000$
5,008,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
20 of 31
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name SR-2
Units Quantities Unit Price * Item Total
1 Install 78" RCP FT 2,570 $1,133 2,912,000$
2 Install 84" RCP FT 1,170 $1,264 1,479,000$
3 Install 14' x 6' RCB FT 620 $7,627 4,729,000$
4 Manhole EA 11 $20,322 224,000$
5 Remove 84" RCP FT 580 $126 73,000$
6 Sawcut and Remove Existing AC Pavement SF 39,720 $2.66 106,000$ 7 Crushed Miscellaneous Base SF 39,720 $4 159,000$
8 Replace Asphalt Concrete Pavement SF 39,720 $2 79,000$ 9 Traffic Control % 5% 488,000$
10 Erosion Control % 1% 102,000$
11 Mobilization/Demobilization % 10% 1,035,000$
10,351,000$
Engineering and Design % 10% 1,035,000$
Surveying & Staking & Geotechnical % 5% 518,000$
Construction Management/Staff % 10% 1,035,000$
2,588,000$
12,939,000$
20% 2,588,000$
15,527,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
21 of 31
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name SR-3
Item No. Item Description Project Total
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 460 $1,264 581,000$
2 Install 96" RCP FT 2,260 $1,572 3,553,000$
3 Manhole EA 7 $20,322 142,000$
4 Remove 72" RCP FT 510 $108 55,000$
5 Remove 78" RCP FT 290 $117 34,000$
6 Remove 84" RCP FT 560 $126 71,000$
7 Sawcut and Remove Existing AC Pavement SF 28,740 $2.66 76,000$ 8 Crushed Miscellaneous Base SF 28,740 $4 115,000$
9 Replace Asphalt Concrete Pavement SF 28,740 $2 57,000$ 10 Traffic Control % 5% 234,000$
11 Erosion Control % 1% 49,000$
12 Mobilization/Demobilization % 10% 497,000$
4,967,000$
Engineering and Design % 10% 497,000$
Surveying & Staking & Geotechnical % 5% 248,000$
Construction Management/Staff % 10% 497,000$
1,242,000$
6,209,000$
20% 1,242,000$
7,451,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
22 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SR-4
Units Quantities Unit Price * Item Total
1 Install 8' x 5' RCB FT 1,540 $2,150 3,311,000$
2 Manhole EA 4 $20,322 81,000$
3 Remove 66" RCP FT 1,440 $99 143,000$
4 Sawcut and Remove Existing AC Pavement SF 10,780 $2.66 29,000$ 5 Crushed Miscellaneous Base SF 10,780 $4 43,000$
6 Replace Asphalt Concrete Pavement SF 10,780 $2 22,000$ 7 Traffic Control % 5% 181,000$
8 Erosion Control % 1% 38,000$
9 Mobilization/Demobilization % 10% 385,000$
3,848,000$
Engineering and Design % 10% 385,000$
Surveying & Staking & Geotechnical % 5% 192,000$
Construction Management/Staff % 10% 385,000$
962,000$
4,810,000$
20% 962,000$
5,772,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
23 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-5
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 2,150 $816 1,754,000$
2 Manhole EA 5 $20,322 102,000$
3 Remove 42" RCP FT 2,090 $62 130,000$
4 Sawcut and Remove Existing AC Pavement SF 16,130 $2.66 43,000$ 5 Crushed Miscellaneous Base SF 16,130 $4 65,000$
6 Replace Asphalt Concrete Pavement SF 16,130 $2 32,000$ 7 Traffic Control % 5% 106,000$
8 Erosion Control % 1% 22,000$
9 Mobilization/Demobilization % 10% 225,000$
2,254,000$
Engineering and Design % 10% 225,000$
Surveying & Staking & Geotechnical % 5% 113,000$
Construction Management/Staff % 10% 225,000$
563,000$
2,817,000$
20% 563,000$
3,380,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
24 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-6
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,240 $816 1,012,000$
2 Manhole EA 3 $20,322 61,000$
3 Remove 42" RCP FT 920 $62 57,000$
4 Remove 48" RCP FT 210 $71 15,000$
5 Sawcut and Remove Existing AC Pavement SF 9,300 $2.66 25,000$ 6 Crushed Miscellaneous Base SF 9,300 $4 37,000$
7 Replace Asphalt Concrete Pavement SF 9,300 $2 19,000$ 8 Traffic Control % 5% 61,000$
9 Erosion Control % 1% 13,000$
10 Mobilization/Demobilization % 10% 130,000$
1,300,000$
Engineering and Design % 10% 130,000$
Surveying & Staking & Geotechnical % 5% 65,000$
Construction Management/Staff % 10% 130,000$
325,000$
1,625,000$
20% 325,000$
1,950,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
25 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-7
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 1,720 $911 1,567,000$
2 Manhole EA 4 $20,322 81,000$
3 Remove 54" RCP FT 1,210 $80 97,000$
4 Remove 60" RCP FT 710 $89 63,000$
5 Sawcut and Remove Existing AC Pavement SF 13,830 $2.66 37,000$ 6 Crushed Miscellaneous Base SF 13,830 $4 55,000$
7 Replace Asphalt Concrete Pavement SF 13,830 $2 28,000$ 8 Traffic Control % 5% 96,000$
9 Erosion Control % 1% 20,000$
10 Mobilization/Demobilization % 10% 204,000$
2,044,000$
Engineering and Design % 10% 204,000$
Surveying & Staking & Geotechnical % 5% 102,000$
Construction Management/Staff % 10% 204,000$
510,000$
2,554,000$
20% 511,000$
3,065,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
26 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-8
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 590 $527 311,000$
2 Install 42" RCP FT 1,300 $588 764,000$
3 Install 48" RCP FT 580 $656 380,000$
4 Manhole EA 6 $20,322 122,000$
5 Sawcut and Remove Existing AC Pavement SF 14,510 $2.66 39,000$ 6 Crushed Miscellaneous Base SF 14,510 $4 58,000$
7 Replace Asphalt Concrete Pavement SF 14,510 $2 29,000$ 8 Traffic Control % 5% 85,000$
9 Erosion Control % 1% 18,000$
10 Mobilization/Demobilization % 10% 181,000$
1,987,000$
Engineering and Design % 10% 199,000$
Surveying & Staking & Geotechnical % 5% 99,000$
Construction Management/Staff % 10% 199,000$
497,000$
2,484,000$
25% 621,000$
3,105,000$
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
27 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-9
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,550 $816 1,265,000$
2 Manhole EA 4 $20,322 81,000$
3 Remove 42" RCP FT 1,470 $62 91,000$
4 Sawcut and Remove Existing AC Pavement SF 11,630 $2.66 31,000$ 5 Crushed Miscellaneous Base SF 11,630 $4 47,000$
6 Replace Asphalt Concrete Pavement SF 11,630 $2 23,000$ 7 Traffic Control % 5% 77,000$
8 Erosion Control % 1% 16,000$
9 Mobilization/Demobilization % 10% 163,000$
1,631,000$
Engineering and Design % 10% 163,000$
Surveying & Staking & Geotechnical % 5% 82,000$
Construction Management/Staff % 10% 163,000$
408,000$
2,039,000$
20% 408,000$
2,447,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
28 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-9A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 930 $527 490,000$
2 Install 42" RCP FT 480 $588 282,000$
3 Install 60" RCP FT 1,220 $816 996,000$
4 Manhole EA 7 $20,322 142,000$
5 Remove 42" RCP FT 1,290 $62 80,000$
6 Sawcut and Remove Existing AC Pavement SF 16,930 $2.66 45,000$ 7 Crushed Miscellaneous Base SF 16,930 $4 68,000$
8 Replace Asphalt Concrete Pavement SF 16,930 $2 34,000$ 9 Traffic Control % 5% 107,000$
10 Erosion Control % 1% 22,000$
11 Mobilization/Demobilization % 10% 227,000$
1,990,000$
Engineering and Design % 10% 199,000$
Surveying & Staking & Geotechnical % 5% 100,000$
Construction Management/Staff % 10% 199,000$
498,000$
2,488,000$
20% 498,000$
2,986,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
29 of 31
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FONT-0121
CIP Cost Estimates
AOS 2
Name SS-10
Item No. Item Description Project Total
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 820 $911 747,000$
2 Manhole EA 2 $20,322 41,000$
3 Remove 39" RCP FT 770 $58 45,000$
4 Sawcut and Remove Existing AC Pavement SF 6,590 $2.66 18,000$ 5 Crushed Miscellaneous Base SF 6,590 $4 26,000$
6 Replace Asphalt Concrete Pavement SF 6,590 $2 13,000$ 7 Traffic Control % 5% 45,000$
8 Erosion Control % 1% 9,000$
9 Mobilization/Demobilization % 10% 94,000$
944,000$
Engineering and Design % 10% 94,000$
Surveying & Staking & Geotechnical % 5% 47,000$
Construction Management/Staff % 10% 94,000$
235,000$
1,179,000$
20% 236,000$
1,415,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
30 of 31
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-11
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 460 $656 302,000$
2 Install 60" RCP FT 1,200 $816 979,000$
3 Install 66" RCP FT 620 $911 565,000$
4 Manhole EA 6 $20,322 122,000$
5 Remove 36" RCP FT 2,270 $53 120,000$
8 Sawcut and Remove Existing AC Pavement SF 16,940 $2.66 45,000$ 9 Crushed Miscellaneous Base SF 16,940 $4 68,000$
10 Replace Asphalt Concrete Pavement SF 16,940 $2 34,000$ 11 Traffic Control % 5% 112,000$
12 Erosion Control % 1% 23,000$
13 Mobilization/Demobilization % 10% 237,000$
2,370,000$
Engineering and Design % 10% 237,000$
Surveying & Staking & Geotechnical % 5% 119,000$
Construction Management/Staff % 10% 237,000$
593,000$
2,963,000$
20% 593,000$
3,556,000$
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
31 of 31
AOS 3 Capital Project Cost Estimates

City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Project Cost
A-0 $16,438,000.00
A-0A $7,220,000.00
A-0B $6,091,000.00
A-0C $1,391,000.00
A-0D $1,259,000.00
A-1 $2,042,000.00
A-1A $1,799,000.00
A-2 $2,621,000.00
A-2A $2,250,000.00
A-3 $16,535,000.00
A-3A $2,359,000.00
A-3B $1,996,000.00
A-3C $6,606,000.00
A-4 $1,495,000.00
B-1 $2,709,000.00
B-2 $1,648,000.00
B-3 $911,000.00
B-5 $2,800,000.00
B-5A $4,051,000.00
B-6 $235,000.00
B-7 $1,324,000.00
B-8 $1,886,000.00
C-0 $7,920,000.00
C-2 $1,951,000.00
C-4 $4,225,000.00
C-5 $2,776,000.00
C-6 $589,000.00
C-7 $4,623,000.00
C-8 $4,228,000.00
C-8A $2,633,000.00
C-8B $5,795,000.00
C-9 $12,900,000.00
HR-1 $4,127,000.00
1 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-0
Units Quantities Unit Price * Item Total
1 Install 10' x9' RCB FT 1,510 $5,252 7,931,000$
2 Manhole EA 4 $20,322 81,000$
3 Remove 12' x 10' RCB FT 1,510 $811 1,225,000$
4 Sawcut and Remove Existing AC Pavement SF 18,120 $2.66 48,000$ 5 Crushed Miscellaneous Base SF 18,120 $4 72,000$
6 Replace Asphalt Concrete Pavement SF 18,120 $2 36,000$ 7 Traffic Control % 5% 470,000$
8 Erosion Control % 1% 99,000$
9 Mobilization/Demobilization % 10% 996,000$
10,958,000$
Engineering and Design % 10% 1,096,000$
Surveying & Staking & Geotechnical % 5% 548,000$
Construction Management/Staff % 10% 1,096,000$
2,740,000$
13,698,000$
20% 2,740,000$
16,438,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
2 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-0A
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 2,190 $1,264 2,768,000$
2 Install 90" RCP FT 580 $1,409 817,000$
3 Manhole EA 7 $20,322 142,000$
4 Sawcut and Remove Existing AC Pavement SF 27,090 $2.66 72,000$ 5 Crushed Miscellaneous Base SF 27,090 $4 108,000$
6 Replace Asphalt Concrete Pavement SF 27,090 $2 54,000$ 7 Traffic Control % 5% 198,000$
8 Erosion Control % 1% 42,000$
9 Mobilization/Demobilization % 10% 420,000$
4,621,000$
Engineering and Design % 10% 462,000$
Surveying & Staking & Geotechnical % 5% 231,000$
Construction Management/Staff % 10% 462,000$
1,155,000$
5,776,000$
25% 1,444,000$
7,220,000$
Item No. Item Description Project Total
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
3 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-0B 100
Units Quantities Unit Price * Item Total
1 Install 78" RCP FT 780 $1,133 884,000$
2 Install 84" RCP FT 1,790 $1,264 2,263,000$
3 Manhole EA 6 $20,322 122,000$
4 Sawcut and Remove Existing AC Pavement SF 24,420 $2.66 65,000$ 5 Crushed Miscellaneous Base SF 24,420 $4 98,000$
6 Replace Asphalt Concrete Pavement SF 24,420 $2 49,000$ 7 Traffic Control % 5% 174,000$
8 Erosion Control % 1% 37,000$
9 Mobilization/Demobilization % 10% 369,000$
4,061,000$
Engineering and Design % 10% 406,000$
Surveying & Staking & Geotechnical % 5% 203,000$
Construction Management/Staff % 10% 406,000$
1,015,000$
5,076,000$
20% 1,015,000$
6,091,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
4 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-0C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,280 $527 675,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 6,830 $2.66 18,000$ 4 Crushed Miscellaneous Base SF 6,830 $4 27,000$
5 Replace Asphalt Concrete Pavement SF 6,830 $2 14,000$ 6 Traffic Control % 5% 40,000$
7 Erosion Control % 1% 8,000$
8 Mobilization/Demobilization % 10% 84,000$
927,000$
Engineering and Design % 10% 93,000$
Surveying & Staking & Geotechnical % 5% 46,000$
Construction Management/Staff % 10% 93,000$
232,000$
1,159,000$
20% 232,000$
1,391,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
5 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-0D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 480 $527 253,000$
2 Install 48" RCP FT 550 $656 361,000$
3 Manhole EA 3 $20,322 61,000$
4 Sawcut and Remove Existing AC Pavement SF 5,790 $2.66 15,000$ 5 Crushed Miscellaneous Base SF 5,790 $4 23,000$
6 Replace Asphalt Concrete Pavement SF 5,790 $2 12,000$ 7 Traffic Control % 5% 36,000$
8 Erosion Control % 1% 38,000$
9 Mobilization/Demobilization % 10% 40,000$
839,000$
Engineering and Design % 10% 84,000$
Surveying & Staking & Geotechnical % 5% 42,000$
Construction Management/Staff % 10% 84,000$
210,000$
1,049,000$
20% 210,000$
1,259,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
6 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 670 $527 353,000$
2 Install 42" RCP FT 1,100 $588 647,000$
3 Manhole EA 4 $20,322 81,000$
4 Sawcut and Remove Existing AC Pavement SF 10,040 $2.66 27,000$ 5 Crushed Miscellaneous Base SF 10,040 $4 40,000$
6 Replace Asphalt Concrete Pavement SF 10,040 $2 20,000$ 7 Traffic Control % 5% 58,000$
8 Erosion Control % 1% 12,000$
9 Mobilization/Demobilization % 10% 124,000$
1,362,000$
Engineering and Design % 10% 136,000$
Surveying & Staking & Geotechnical % 5% 68,000$
Construction Management/Staff % 10% 136,000$
340,000$
1,702,000$
20% 340,000$
2,042,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
7 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-1A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 800 $527 422,000$
2 Install 48" RCP FT 690 $656 453,000$
3 Manhole EA 4 $20,322 81,000$
4 Sawcut and Remove Existing AC Pavement SF 8,320 $2.66 22,000$ 5 Crushed Miscellaneous Base SF 8,320 $4 33,000$
6 Replace Asphalt Concrete Pavement SF 8,320 $2 17,000$ 7 Traffic Control % 5% 51,000$
8 Erosion Control % 1% 11,000$
9 Mobilization/Demobilization % 10% 109,000$
1,199,000$
Engineering and Design % 10% 120,000$
Surveying & Staking & Geotechnical % 5% 60,000$
Construction Management/Staff % 10% 120,000$
300,000$
1,499,000$
20% 300,000$
1,799,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
8 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-2
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 890 $527 469,000$
2 Install 54" RCP FT 1,130 $732 827,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 11,390 $2.66 30,000$ 5 Crushed Miscellaneous Base SF 11,390 $4 46,000$
6 Replace Asphalt Concrete Pavement SF 11,390 $2 23,000$ 7 Traffic Control % 5% 75,000$
8 Erosion Control % 1% 16,000$
9 Mobilization/Demobilization % 10% 159,000$
1,747,000$
Engineering and Design % 10% 175,000$
Surveying & Staking & Geotechnical % 5% 87,000$
Construction Management/Staff % 10% 175,000$
437,000$
2,184,000$
20% 437,000$
2,621,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
9 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-2A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 850 $527 448,000$
2 Install 42" RCP FT 120 $588 71,000$
3 Install 48" RCP FT 870 $656 571,000$
4 Manhole EA 5 $20,322 102,000$
5 Sawcut and Remove Existing AC Pavement SF 10,820 $2.66 29,000$ 6 Crushed Miscellaneous Base SF 10,820 $4 43,000$
7 Replace Asphalt Concrete Pavement SF 10,820 $2 22,000$ 8 Traffic Control % 5% 64,000$
9 Erosion Control % 1% 14,000$
10 Mobilization/Demobilization % 10% 136,000$
1,500,000$
Engineering and Design % 10% 150,000$
Surveying & Staking & Geotechnical % 5% 75,000$
Construction Management/Staff % 10% 150,000$
375,000$
1,875,000$
20% 375,000$
2,250,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
10 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-3
Units Quantities Unit Price * Item Total
1 Install 90" RCP FT 4,950 $1,409 6,975,000$
2 Install 96" RCP FT 1,240 $1,572 1,949,000$
3 Manhole EA 15 $20,322 305,000$
4 Sawcut and Remove Existing AC Pavement SF 25,380 $2.66 68,000$ 5 Crushed Miscellaneous Base SF 25,380 $4 102,000$
6 Replace Asphalt Concrete Pavement SF 25,380 $2 51,000$ 7 Traffic Control % 5% 473,000$
8 Erosion Control % 1% 99,000$
9 Mobilization/Demobilization % 10% 1,002,000$
11,024,000$
Engineering and Design % 10% 1,102,000$
Surveying & Staking & Geotechnical % 5% 551,000$
Construction Management/Staff % 10% 1,102,000$
2,755,000$
13,779,000$
20% 2,756,000$
16,535,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
11 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-3A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 670 $527 353,000$
2 Install 42" RCP FT 1,350 $588 794,000$
3 Manhole EA 5 $20,322 102,000$
4 Sawcut and Remove Existing AC Pavement SF 11,500 $2.66 31,000$ 5 Crushed Miscellaneous Base SF 11,500 $4 46,000$
6 Replace Asphalt Concrete Pavement SF 11,500 $2 23,000$ 7 Traffic Control % 5% 67,000$
8 Erosion Control % 1% 14,000$
9 Mobilization/Demobilization % 10% 143,000$
1,573,000$
Engineering and Design % 10% 157,000$
Surveying & Staking & Geotechnical % 5% 79,000$
Construction Management/Staff % 10% 157,000$
393,000$
1,966,000$
20% 393,000$
2,359,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
12 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-3B
Units Quantities Unit Price * Item Total
1 Install 96" RCP FT 660 $1,572 1,038,000$
2 Manhole EA 2 $20,322 41,000$
3 Sawcut and Remove Existing AC Pavement SF 7,100 $2.66 19,000$ 4 Crushed Miscellaneous Base SF 7,100 $4 28,000$
5 Replace Asphalt Concrete Pavement SF 7,100 $2 14,000$ 6 Traffic Control % 5% 57,000$
7 Erosion Control % 1% 12,000$
8 Mobilization/Demobilization % 10% 121,000$
1,330,000$
Engineering and Design % 10% 133,000$
Surveying & Staking & Geotechnical % 5% 67,000$
Construction Management/Staff % 10% 133,000$
333,000$
1,663,000$
20% 333,000$
1,996,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
13 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-3C
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 3,510 $911 3,198,000$
2 Manhole EA 9 $20,322 183,000$
3 Sawcut and Remove Existing AC Pavement SF 28,230 $2.66 75,000$ 4 Crushed Miscellaneous Base SF 28,230 $4 113,000$
5 Replace Asphalt Concrete Pavement SF 28,230 $2 56,000$ 6 Traffic Control % 5% 181,000$
7 Erosion Control % 1% 38,000$
8 Mobilization/Demobilization % 10% 384,000$
4,228,000$
Engineering and Design % 10% 423,000$
Surveying & Staking & Geotechnical % 5% 211,000$
Construction Management/Staff % 10% 423,000$
1,057,000$
5,285,000$
25% 1,321,000$
6,606,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
14 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-4
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 670 $527 353,000$
2 Install 42" RCP FT 640 $588 376,000$
3 Manhole EA 3 $20,322 61,000$
4 Sawcut and Remove Existing AC Pavement SF 7,330 $2.66 19,000$ 5 Crushed Miscellaneous Base SF 7,330 $4 29,000$
6 Replace Asphalt Concrete Pavement SF 7,330 $2 15,000$ 7 Traffic Control % 5% 43,000$
8 Erosion Control % 1% 9,000$
9 Mobilization/Demobilization % 10% 91,000$
996,000$
Engineering and Design % 10% 100,000$
Surveying & Staking & Geotechnical % 5% 50,000$
Construction Management/Staff % 10% 100,000$
250,000$
1,246,000$
20% 249,000$
1,495,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Project TotalItem No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
15 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 410 $527 216,000$
2 Install 42" RCP FT 870 $588 512,000$
3 Install 42" RCP FT 110 $588 65,000$
4 Install 54" RCP FT 560 $732 410,000$
5 Install 54" RCP FT 100 $732 73,000$
6 Manhole EA 5 $20,322 102,000$
7 Sawcut and Remove Existing AC Pavement SF 12,540 $2.66 33,000$ 8 Crushed Miscellaneous Base SF 12,540 $4 50,000$
9 Replace Asphalt Concrete Pavement SF 12,540 $2 25,000$ 10 Traffic Control % 5% 74,000$
11 Erosion Control % 1% 16,000$
12 Mobilization/Demobilization % 10% 158,000$
1,734,000$
Engineering and Design % 10% 173,000$
Surveying & Staking & Geotechnical % 5% 87,000$
Construction Management/Staff % 10% 173,000$
433,000$
2,167,000$
25% 542,000$
2,709,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
16 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-2
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 1,150 $656 754,000$
2 Manhole EA 3 $20,322 61,000$
3 Remove 36" RCP FT 1,150 $53 61,000$
4 Sawcut and Remove Existing AC Pavement SF 7,380 $2.66 20,000$ 5 Crushed Miscellaneous Base SF 7,380 $4 30,000$
6 Replace Asphalt Concrete Pavement SF 7,380 $2 15,000$ 7 Traffic Control % 5% 47,000$
8 Erosion Control % 1% 10,000$
9 Mobilization/Demobilization % 10% 100,000$
1,098,000$
Engineering and Design % 10% 110,000$
Surveying & Staking & Geotechnical % 5% 55,000$
Construction Management/Staff % 10% 110,000$
275,000$
1,373,000$
20% 275,000$
1,648,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
17 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-3
Item No. Item Description Project Total
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 400 $527 211,000$
2 Install 42" RCP FT 360 $588 212,000$
3 Manhole EA 2 $20,322 41,000$
4 Sawcut and Remove Existing AC Pavement SF 4,250 $2.66 11,000$ 5 Crushed Miscellaneous Base SF 4,250 $4 17,000$
6 Replace Asphalt Concrete Pavement SF 4,250 $2 9,000$
7 Traffic Control % 5% 25,000$
8 Erosion Control % 1% 5,000$
9 Mobilization/Demobilization % 10% 53,000$
584,000$
Engineering and Design % 10% 58,400$
Surveying & Staking & Geotechnical % 5% 29,000$
Construction Management/Staff % 10% 58,000$
145,000$
729,000$
25% 182,000$
911,000$
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
18 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-5
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 1,240 $1,016 1,260,000$
2 Manhole EA 3 $20,322 61,000$
3 Remove 66" RCP FT 1,240 $99 123,000$
4 Sawcut and Remove Existing AC Pavement SF 10,640 $2.66 28,000$ 5 Crushed Miscellaneous Base SF 10,640 $4 43,000$
6 Replace Asphalt Concrete Pavement SF 10,640 $2 21,000$ 7 Traffic Control % 5% 77,000$
8 Erosion Control % 1% 16,000$
9 Mobilization/Demobilization % 10% 163,000$
1,792,000$
Engineering and Design % 10% 179,000$
Surveying & Staking & Geotechnical % 5% 90,000$
Construction Management/Staff % 10% 179,000$
448,000$
2,240,000$
25% 560,000$
2,800,000$
+ Contingency increased to 25% due to 12' water main and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
19 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-5A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 348,000$
2 Install 42" RCP FT 1,050 $588 617,000$
3 Install 48" RCP FT 1,550 $656 1,017,000$
4 Manhole EA 8 $20,322 163,000$
5 Sawcut and Remove Existing AC Pavement SF 19,630 $2.66 52,000$ 6 Crushed Miscellaneous Base SF 19,630 $4 79,000$
7 Replace Asphalt Concrete Pavement SF 19,630 $2 39,000$ 8 Traffic Control % 5% 116,000$
9 Erosion Control % 1% 24,000$
10 Mobilization/Demobilization % 10% 246,000$
2,701,000$
Engineering and Design % 10% 270,000$
Surveying & Staking & Geotechnical % 5% 135,000$
Construction Management/Staff % 10% 270,000$
675,000$
3,376,000$
20% 675,000$
4,051,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
20 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-6
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 200 $527 105,000$
2 Manhole EA 1 $20,322 20,000$
3 Sawcut and Remove Existing AC Pavement SF 1,070 $2.66 3,000$ 4 Crushed Miscellaneous Base SF 1,070 $4 4,000$
5 Replace Asphalt Concrete Pavement SF 1,070 $2 2,000$
6 Traffic Control % 5% 7,000$
7 Erosion Control % 1% 1,000$
8 Mobilization/Demobilization % 10% 14,000$
156,000$
Engineering and Design % 10% 15,600$
Surveying & Staking & Geotechnical % 5% 8,000$
Construction Management/Staff % 10% 16,000$
40,000$
196,000$
20% 39,000$
235,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
21 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-7
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 500 $527 264,000$
2 Install 42" RCP FT 640 $588 376,000$
3 Manhole EA 3 $20,322 61,000$
4 Sawcut and Remove Existing AC Pavement SF 6,430 $2.66 17,000$ 5 Crushed Miscellaneous Base SF 6,430 $4 26,000$
6 Replace Asphalt Concrete Pavement SF 6,430 $2 13,000$ 7 Traffic Control % 5% 38,000$
8 Erosion Control % 1% 8,000$
9 Mobilization/Demobilization % 10% 80,000$
883,000$
Engineering and Design % 10% 88,000$
Surveying & Staking & Geotechnical % 5% 44,000$
Construction Management/Staff % 10% 88,000$
220,000$
1,103,000$
20% 221,000$
1,324,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
22 of 34
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 3
Name B-8
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 274,000$
2 Install 48" RCP FT 990 $656 649,000$
3 Manhole EA 4 $20,322 81,000$
4 Sawcut and Remove Existing AC Pavement SF 8,590 $2.66 23,000$ 5 Crushed Miscellaneous Base SF 8,590 $4 34,000$
6 Replace Asphalt Concrete Pavement SF 8,590 $2 17,000$ 7 Traffic Control % 5% 54,000$
8 Erosion Control % 1% 11,000$
9 Mobilization/Demobilization % 10% 114,000$
1,257,000$
Engineering and Design % 10% 126,000$
Surveying & Staking & Geotechnical % 5% 63,000$
Construction Management/Staff % 10% 126,000$
315,000$
1,572,000$
20% 314,000$
1,886,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
23 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-0
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,300 $816 1,061,000$
2 Install 72" RCP FT 2,590 $1,016 2,631,000$
3 Manhole EA 10 $20,322 203,000$
4 Remove 60" RCP FT 3,030 $89 270,000$
5 Remove 66" RCP FT 850 $99 84,000$
6 Sawcut and Remove Existing AC Pavement SF 31,980 $2.66 85,000$ 7 Crushed Miscellaneous Base SF 31,980 $4 128,000$
8 Replace Asphalt Concrete Pavement SF 31,980 $2 64,000$ 9 Traffic Control % 5% 226,000$
10 Erosion Control % 1% 48,000$
11 Mobilization/Demobilization % 10% 480,000$
5,280,000$
Engineering and Design % 10% 528,000$
Surveying & Staking & Geotechnical % 5% 264,000$
Construction Management/Staff % 10% 528,000$
1,320,000$
6,600,000$
20% 1,320,000$
7,920,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
24 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-2
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 430 $911 392,000$
2 Install 72" RCP FT 520 $1,016 528,000$
3 Manhole EA 2 $20,322 41,000$
4 Remove 60" RCP FT 950 $89 85,000$
5 Sawcut and Remove Existing AC Pavement SF 7,920 $2.66 21,000$ 6 Crushed Miscellaneous Base SF 7,920 $4 32,000$
7 Replace Asphalt Concrete Pavement SF 7,920 $2 16,000$ 8 Traffic Control % 5% 56,000$
9 Erosion Control % 1% 12,000$
10 Mobilization/Demobilization % 10% 118,000$
1,301,000$
Engineering and Design % 10% 130,000$
Surveying & Staking & Geotechnical % 5% 65,000$
Construction Management/Staff % 10% 130,000$
325,000$
1,626,000$
20% 325,000$
1,951,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
25 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-4
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,210 $816 987,000$
2 Install 66" RCP FT 400 $911 364,000$
3 Install 72" RCP FT 630 $1,016 640,000$
4 Manhole EA 6 $20,322 122,000$
5 Remove 42" RCP FT 1,240 $62 77,000$
6 Remove 54" RCP FT 890 $80 71,000$
7 Sawcut and Remove Existing AC Pavement SF 17,700 $2.66 47,000$ 8 Crushed Miscellaneous Base SF 17,700 $4 71,000$
9 Replace Asphalt Concrete Pavement SF 17,700 $2 35,000$ 10 Traffic Control % 5% 121,000$
11 Erosion Control % 1% 25,000$
12 Mobilization/Demobilization % 10% 256,000$
2,816,000$
Engineering and Design % 10% 282,000$
Surveying & Staking & Geotechnical % 5% 141,000$
Construction Management/Staff % 10% 282,000$
705,000$
3,521,000$
20% 704,000$
4,225,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
26 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-5
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,600 $816 1,306,000$
2 Manhole EA 4 $20,322 81,000$
3 Remove 42" RCP FT 1,540 $62 95,000$
4 Sawcut and Remove Existing AC Pavement SF 12,000 $2.66 32,000$ 5 Crushed Miscellaneous Base SF 12,000 $4 48,000$
6 Replace Asphalt Concrete Pavement SF 12,000 $2 24,000$ 7 Traffic Control % 5% 79,000$
8 Erosion Control % 1% 17,000$
9 Mobilization/Demobilization % 10% 168,000$
1,850,000$
Engineering and Design % 10% 185,000$
Surveying & Staking & Geotechnical % 5% 93,000$
Construction Management/Staff % 10% 185,000$
463,000$
2,313,000$
20% 463,000$
2,776,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
27 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-6
Units Quantities Unit Price * Item Total
1 Install 42" RCP FT 450 $588 265,000$
2 Manhole EA 1 $20,322 20,000$
3 Remove 36" RCP FT 520 $53 28,000$
4 Sawcut and Remove Existing AC Pavement SF 2,640 $2.66 7,000$ 5 Crushed Miscellaneous Base SF 2,640 $4 11,000$
6 Replace Asphalt Concrete Pavement SF 2,640 $2 5,000$
7 Traffic Control % 5% 17,000$
8 Erosion Control % 1% 4,000$
9 Mobilization/Demobilization % 10% 36,000$
393,000$
Engineering and Design % 10% 39,300$
Surveying & Staking & Geotechnical % 5% 20,000$
Construction Management/Staff % 10% 39,000$
98,000$
491,000$
20% 98,000$
589,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
28 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-7
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 2,060 $1,016 2,093,000$
2 Manhole EA 5 $20,322 102,000$
3 Remove 60" RCP FT 1,470 $89 131,000$
4 Remove 66" RCP FT 570 $99 56,000$
5 Sawcut and Remove Existing AC Pavement SF 17,680 $2.66 47,000$ 6 Crushed Miscellaneous Base SF 17,680 $4 71,000$
7 Replace Asphalt Concrete Pavement SF 17,680 $2 35,000$ 8 Traffic Control % 5% 127,000$
9 Erosion Control % 1% 27,000$
10 Mobilization/Demobilization % 10% 269,000$
2,958,000$
Engineering and Design % 10% 296,000$
Surveying & Staking & Geotechnical % 5% 148,000$
Construction Management/Staff % 10% 296,000$
740,000$
3,698,000$
25% 925,000$
4,623,000$
+ Contingency increased to 25% due to 12' water main and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
29 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-8
Units Quantities Unit Price * Item Total
1 Install 78" RCP FT 1,830 $1,133 2,073,000$
2 Manhole EA 5 $20,322 102,000$
3 Sawcut and Remove Existing AC Pavement SF 16,700 $2.66 44,000$ 4 Crushed Miscellaneous Base SF 16,700 $4 67,000$
5 Replace Asphalt Concrete Pavement SF 16,700 $2 33,000$ 6 Traffic Control % 5% 116,000$
7 Erosion Control % 1% 24,000$
8 Mobilization/Demobilization % 10% 246,000$
2,705,000$
Engineering and Design % 10% 271,000$
Surveying & Staking & Geotechnical % 5% 135,000$
Construction Management/Staff % 10% 271,000$
677,000$
3,382,000$
25% 846,000$
4,228,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
30 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-8A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,330 $527 701,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 7,090 $2.66 19,000$ 4 Crushed Miscellaneous Base SF 7,090 $4 28,000$
5 Replace Asphalt Concrete Pavement SF 7,090 $2 14,000$ 6 Traffic Control % 5% 41,000$
7 Erosion Control % 1% 9,000$
8 Mobilization/Demobilization % 10% 87,000$
960,000$
Engineering and Design % 10% 1,002,000$
Surveying & Staking & Geotechnical % 5% 48,000$
Construction Management/Staff % 10% 96,000$
1,146,000$
2,106,000$
25% 527,000$
2,633,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
31 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-8B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 348,000$
2 Install 42" RCP FT 1,080 $588 635,000$
3 Install 48" RCP FT 1,450 $656 951,000$
4 Install 54" RCP FT 1,080 $732 791,000$
5 Manhole EA 11 $20,322 224,000$
6 Sawcut and Remove Existing AC Pavement SF 26,680 $2.66 71,000$ 7 Crushed Miscellaneous Base SF 26,680 $4 107,000$
8 Replace Asphalt Concrete Pavement SF 26,680 $2 53,000$ 9 Traffic Control % 5% 159,000$
10 Erosion Control % 1% 33,000$
11 Mobilization/Demobilization % 10% 337,000$
3,709,000$
Engineering and Design % 10% 371,000$
Surveying & Staking & Geotechnical % 5% 185,000$
Construction Management/Staff % 10% 371,000$
927,000$
4,636,000$
25% 1,159,000$
5,795,000$
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
32 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-9
Units Quantities Unit Price * Item Total
1 Install 12' x 9' RCB FT 920 $7,251 6,671,000$
2 Manhole EA 2 $20,322 41,000$
3 Remove 12' x 9' RCB FT 790 $725 573,000$
4 Sawcut and Remove Existing AC Pavement SF 10,120 $2.66 27,000$ 5 Crushed Miscellaneous Base SF 10,120 $4 40,000$
6 Replace Asphalt Concrete Pavement SF 10,120 $2 20,000$ 7 Traffic Control % 5% 369,000$
8 Erosion Control % 1% 77,000$
9 Mobilization/Demobilization % 10% 782,000$
8,600,000$
Engineering and Design % 10% 860,000$
Surveying & Staking & Geotechnical % 5% 430,000$
Construction Management/Staff % 10% 860,000$
2,150,000$
10,750,000$
20% 2,150,000$
12,900,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
33 of 34
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name HR-1
Units Quantities Unit Price * Item Total
1 Install 96" RCP FT 1,380 $1,572 2,169,000$
2 Manhole EA 3 $20,322 61,000$
3 Sawcut and Remove Existing AC Pavement SF 14,840 $2.66 39,000$ 4 Crushed Miscellaneous Base SF 14,840 $4 59,000$
5 Replace Asphalt Concrete Pavement SF 14,840 $2 30,000$ 6 Traffic Control % 5% 118,000$
7 Erosion Control % 1% 25,000$
8 Mobilization/Demobilization % 10% 250,000$
2,751,000$
Engineering and Design % 10% 275,000$
Surveying & Staking & Geotechnical % 5% 138,000$
Construction Management/Staff % 10% 275,000$
688,000$
3,439,000$
20% 688,000$
4,127,000$
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
34 of 34

January 25
APPENDIX 4 CAPITAL PROJECT COST ESTIMATES

January 25
APPENDIX 5 CAPITAL PROJECT PRIORITIZATION
TABLE

CIP Prioritization

Path: P:\F\FONT00000121\0600INFO\GS\Maps\ProposedCapitalImprovementProjects.aprx Capital Improvement Project Prioritization Scores
All Areas of Study
Fontana
Alamo Dr
Day
Creek
Blvd
Day
CreekBlvd
Bluegrass
Ave
Stoneview
Rd
Wilson Ave
AlturaDr
Alvarado
Pl
Dapple Dr
Melon Dr
Indian
WellsPl
John L. Golden
Day Creek
Vintage Dr
Sugargum St
Carob
Ave
Banyan St
Day
Creek
Blvd
Arbor
Ln
Hess
Pl
Day
Creek
Blvd
Victoria
Gardens
Fire Station No.
3 Historic Winery
(Regina/Filippi)
Cultural
Center/Biane
Library
66 Day CreekBlvd
Juneberry Dr
Foothill
Marketplace
Concours St
6th St
Southern Pacific
RR
Shea Center Dr
Santa Ana St
Union PacificRailroad
Up
Railroad
S
Vintage
Ave
S
Vintage
Ave
E Francis St
Universe Dr
Decliff DrForest Service Rd
Encino
Ct
East EtiwandaCreek
EastAve
Etiw
anda
Ave
Etiwanda Ave
Etiw
anda
Ave
Daycreek Blvd
NOverlook Dr
23rd St
Amber Ln
Altura Dr
Arena Dr
Parke Cir
StillwaterPl
Wilson AveWilson Ave Wilson Ave
Summit
Intermediate
Etiwanda
Colony
Fire Station No.
6 210
Copley Dr
Victoria St
PecanAve
Carnesi Dr
N
Victoria
W
indrowsLoop
Highland Ave
C
ountryw
ood
Pl
Blue Gum Dr
ArapahoRd
Cherokee Rd
LaurelBlossom
Pl
Fisher Dr
DiCarlo
Pl
Pistache St
Plum
W
ay
Silver Sky Rd
Victoria
Park
Ln
EastAve
Etiw
anda
Ave
Banyan St
Etiwanda
15 W
Liberty
Pkwy
Miller Ave
Sutter Ct
Church St
Kew
Ave
Pecan
Ave
PinotPl
Mosaic Dr Colonial Dr
Garcia Dr
EastA
ve
EastAve
Baseline Rd
Victoria
Gardens
Ln
Victoria Arbors
Park
Perdew
Etiwanda Depot
Chaffey-Garcia
House
Post Office
Police
Substation
Catch
Basin
66 66
Ilex
St
Cottonw
ood
Ave
Napa St
Ivy Ave
Chatham Dr
Hickory
Ave
Flagstaff Dr
Joliet Dr
CornwallAve
Whittram Ave
Arrow Rte
Etiw
anda
Ave
Foothill Blvd
Kaiser
W
ay
Transportation
W
ay
Access
Rd
Access
Rd
Barrington
Ave
Vip Rd
6th St
San Bernardino Ave
Valley Blvd
N
Etiw
anda A
ve
Com
m
erce
Dr
4th St
Etiwanda
Ave
Souther n Pacific RR Union Pacific
10 10
Jasm
ine
St
Com
m
erce
Way
Com
m
erce
W
ay
Santa Ana St
Valley Blvd
Slover Ave
N
Etiw
anda
Ave
E Airport Dr
S
Etiw
anda
Ave
Fontana
Gateway
Dahlia St
Industry
Ave
Cham
pagne
Ave
Marlay AveE Francis St
Chablis
Ave
Jurupa St Jurupa Ave
S Etiwanda Ave
Inland AveVenture
D
r
Latour Ln
Philadelphia Ave Philadelphia AvePhiladelphia Ave
Colonbero Rd
Woodley Ridge Dr
Decliff Dr
Summit Ave
Regina Dr
EastEtiwanda
Creek
W
ardm
an
Bullock
Rd
Crescenta Way
San
Sevaine
Rd
Ridgeline
Pl
C
restline
Pl
Aggazzotti Rd
Frost Dr
Johnston
Pl
Cherry
Ave
Wilson Ave
Catch
Basin
210
15 15
Victoria St
Smokestone St
RaindropPl
Copley Dr
Fisher Dr
Gypsum Dr
Highland Ave
Cherry
Ave
Banyan St
Westgate
E
Liberty
Pkw
yW
Lincoln
Loop
Rd
E
Lincoln Loop
Rd
Heritage Cir
W
Yosemite Loop Rd
E
G
rand
Ave
Del Norte St
Marbella St
W Liberty Pkwy
W LibertyPkwy
Quail Ct
Rideout Ct
Pacific Electric Inland Empire Trl
Cherry
Ave
Baseline Ave
Heritage
Intermediate
School
Village Of
Heritage
Bur lington Nor ther n and Sante Fe Railroad
66 66
Calabash
Ave
Back Straight Rd
Ivy Ave
Owen StBanana
Ave
Alm
ond
Ave
W
Perimeter Rd
C
herry
Ave
Cherry
A
ve
Cherry
Ave
Whittram Ave
Arrow Rte Arrow Blvd
Foothill Blvd
Alm
ond
Ave
California Steel Way
BananaAve
S Perimeter Rd
Iris Dr
Calabash
Ave
WPerim
eter
Rd
San Bernardino Ave
Auto Club
Speedway
Kaiser Park
10 10
B
usiness
Dr
Santa Ana Ave
Banana
Ave
Alm
ond
Ave
Alm
ond
Ave
Calabash
Ave
Calabash
Ave
Slover Ave
Valley BlvdValley Blvd
Cherry
Ave
M
ulberry
Ave
Marlay Ave
Alm
ond
Ave
Calabash
Ave
Calabash
Ave
Chaparral Ave
CabernetDr
El Contento Ave
Hillcrest Dr
Jurupa Ave
M
ulberry
Ave
Cherry Ave
Cherry
Ave
Shadow Park
Chaparral Park
Oak Park
Kaiser High
School
Southridge
Middle School
Green Vista Dr
Vintage
Pl ChablisAve
Hadley
Dr
Tamarack Way
Weeping Willow Ln
Duncan Canyon Rd
Tahan
W
ay
Brookside
Ave
Coyote
C
anyon
Rd
FoxboroughDr
Bridlepath Dr
Coyote Canyon
15 Lytle
Creek
Rd
CoyoteCanyonRd
S Bridlepath Dr
Summit Ave
Summit Ave
Cherry
Ave
Fox Ridge Dr
W
ranglerDr
San
Sevaine
Rd
TenderfootDr
Deer Dr
Hawk St
HalfDom
e
Dr
RooseveltDr
ReaganDr
Saddlepeak Dr
Beech Ave
Rosena Park
East
David W Long
Elementary
Summit Heights
Hunter's Ridge
Preston Dr
Hem
lock
Ave
San
Sevaine
Rd
Walnut St
Walnut St
EarhartAve
Maine St Holiday Dr
Caroline St
Brant Dr
Curtis Ave
Larkstone St
Lytle
Creek
Rd
Rockwell Ave
Horizon St
ChantelDr
Sierra Lakes Pkwy
Sierra Lakes Pkwy
Walnut Ave
Beech
Ave
S Highland Ave
California
Landings
Beech
Ave
Hilton Dr
Hem
lock
Ave
Hem
lock
Ave
Andrea
St
Live
O
ak
Ave
San
Sevaine
R
d
Plum
rose
St
Sandhurst St
Bar Harbor Rd
M
cGuire
Ave
Sea
SaltAve
Miller Ave
Arosia Dr
Montanez St
M
yrtle
Pl
Beech
Ave
Beech
Ave
Sultana Ave
Begonia Dr
Village Pkwy
Miller Ave
Plum
aria
Dr
Baseline Ave Rancho
Fontana
Morningside
66 Sultana
Ave
Hemlock AveRedw
ood
Ave
Redw
ood
Ave
Elm
Ave
Ceres Ave
Yucca Ave
Live
O
ak
Ave
Live
O
ak
Ave
Reseda
A
ve
Heather
Ave
Valencia Ave
Country Ln
Seville Ave
Orchid St
Upland Ave
Ivy Ave
Merrill Ave
Whittram Ave
Beech
Ave
Beech
Ave
Arrow Blvd
Foothill BlvdFoothill Blvd
Hem
lock
Ave
Randall Ave
Hibiscus Ave
Pine Ave
Redw
ood
Ave
Elm
Ave
Sequoia Ave
Live
O
ak
Ave
Mallory Dr
Athol St
Iris Dr Iris Dr
Rosemary Dr
Hunter St
El Molino St
El Molino St
Sultana
Ave
Carmel St
Carob
Ave
Robinia
St
FontanaAve
San Bernardino Ave
B
eech
Ave
Sequoia Middle
School
Union Pacific
10 10BeechAve Beech
Ave
Hem
lockAve
Santa Ana Ave
Elm Ave Elm
Ave
Redw
ood
Ave
Redwood
Ave
Live
O
ak
Ave
Live
O
ak
Ave
Washington Dr
Boyle Ave
Boyle Ave
Manila St
Aliso Dr
Slover Ave
Valley Blvd
Southwest
Industrial Park
Beech
Ave
Hem
lock
Ave
Live
Oak
Ave
Elm
Ave
Elm
Ave
Village Dr
Coleen St
Canyon Crest Dr
Camellia Dr
Loyola
Ct
Redw
ood
Ave
Jurupa Ave
Southridge
Plaza
Southridge Park
Southridge
Village
Weeping Willow Ln
15 15
Coyote Canyon Rd LytleCreek
Rd
Duncan Canyon Rd
Citrus
Ave
AgaveAve
Blue Iris St
Caterpillar Dr
Coyote Canyon
Park
Summit AveSummit Ave Summit Ave
Citrus
Ave
Park House Dr
Edw
ard
Ave
Casa Grande Ave
Cypress
Ave
Pine
LeafAve
3 Mile Rd
Parkside Way
Magnolia Way
Delam
ar
D
r
Gardens St
Parry Peak Dr
Sierra Lakes
Golf Course
Fontana Park
Patricia Marrujo
Park
Summit High
School
Citrus Heights
North
Citrus Heights
South
210 210
Walnut St
Cataw
ba
Ave
Catawba Ave
MedinahSt
Augusta
Dr
Citrus
Ave
Los Cedros Ave
Cypress
Ave
Knox
Ave
Athena Dr
M
aloofAve
Allison Way
O
leander
Ave
Plum St
Highland Ave
Alm
eria
St
Jacaranda
Ave
Curtis Ave
Tokay
Ave
Walnut Ave
Cooper
Ave
Sierra Lakes Pkwy
Citrus
Ave
S Highland Ave
AB Miller High
School
Sierra Lakes
C
ypress
Ave
Alm
eria
Ave
Chase Rd
Lim
e
Ave
O
leander
Ave
AbigailPl
Virginia Dr
Elsa
Ct
Riley Dr
Celeste
Ave
Harvey Dr
Concord
Ave
San Jacinto Ave
Jackson Dr Jackson Dr
Montgomery Ave
Barbee St
Reed Dr
Date A
ve
Toyon
Ave
Paine St
Miller Ave
Citrus
Ave
Citrus
Ave
Baseline Ave
Almeria Middle
School
66 66
Cataw
ba
Ave
Tokay
Ave
Ceres Ave
Ceres Ave
Poplar
Ave
Date
St
Date
St
Seville AveLim
e
Ave
Ivy Ave
Orange Way
Upland Ave
Valencia Ave
Citrus
Ave
Merrill Ave
Almeria Ave
Fontana Ave
Foothill Blvd
Cypress Park
Cataw
ba
Ave
Dianthus Ave
Randall Ave
Poplar
Ave
Date
St
Hawthorne Ave
Mallory Dr
Mallory Dr
Athol St Athol S t
Athol St
Pine Ave
O
leander
Ave
Alm
eria
A
ve
Niagara
Ave
Hunter St
Iris Dr Iris Dr
Lim
e
Ave
Lim
e
Ave
Briarw
ood
Ave
Grevillea St
Citrus
Ave
FontanaAve
San Bernardino Ave
Cypress
Ave
Fontana High
School
Truman Middle
School
Citrus
Elementary
10 Oleander A
ve
PoplarAve Poplar
Ave
Cataw
ba
Ave
Catawba A
ve
Aliso Dr
Santa Ana Ave
Washington Dr
Boyle Ave Boyle Ave
Rose Ave
Tyrol Dr
Citrus
Ave
Citrus A
ve
Valley Blvd
Cypress
Ave
Cataw
ba
Ave
Cypress Ave
Gala Ave
CitrusAve
Windcrest Dr
Village Dr
Willow Dr
O
leander
Ave
Jurupa Ave
Cypress
AveCitrus
Ave
Catawba Park
15 Lytle Creek
Rd
Sycamore Creek Dr
Bur Oak Rd
Sierra
Ave
Nealeys Corner
15 W Terra Vista Dr
M
ango A
ve
Linde Vista Dr
Palm
etto
Ave
W
Via Bello Dr
Rim
a
Dr
Yarrow Ln
Sierra
Ave
N Riverside Ave
Clubhouse Dr
Colonial Dr
Wyndham Ln
Augusta
Dr
Escalon Dr
W Casa Grande Dr
Napa
Valley
Rd
Three Mile Rd
W Sunrise Dr
Summit AveSummit Ave
N
M
ango
Ave
La
Sierra
D
r
M
ango
A
ve
Almaden Dr
Alder
Ave
Sierra
Ave
Sierra
Ave
210
M
ango
Ave
Kaiser
AveCambria Ave
Palm
etto
Ave
Sierra
Ave
Walnut St
Augusta
D
r
N
Tam
arind
Ave
W Walnut Ave
Cerritos St
Fern St Fern St
Sierra
Ave
W Casmalia St
Ruble Middle
School
Walnut Village
Tam
arind
Ave
Elaine Dr
Palm
etto
Ave
Malaga St
Malaga St
M
ango
AveRamona Ave
Ramona Ave
Reed St
Reed St
Juniper
Ave
Paine St
Paine St
Fairview Rd
Kem
pster
Ave
Blanchard
Ave
Micallef St
Fairfax St
Barbee St
Barbee St
Barbee St
Wabash Ave Wabash Ave
Miller Ave
Sierra
Ave
Sierra
A
ve
Bill Martin Park
Metr olink
66 66
Tam
arind
Ave
Tam
arind
Ave
Juniper
Ave
Palm
etto
Ave
Pepper
Ave
Sewell Ave
Ceres Ave
Ceres Ave
Owen St
Upland Ave
BennettAve
Nuevo
Ave
Kaiser
Ave
Seville Ave
Seville Ave
Ivy Ave
Ivy Ave
Orchid Dr
Vine St
Spring St
Rosena
Ave
Chantry
Ave
Sierra
Ave
Arrow Blvd
Foothill Blvd
Civic Center
Veterans' Park
Seville Park and
Amphitheater
Fontana Middle
School
Fontana
Metrolink Plaza
Central
Fontana
Fontana
Tamarind A
ve
Tam
arind
Ave
Pine Ave
Palm
etto
Ave
Marygold Ave
Randall Ave
M
ango
Ave
Athol St
Athol St
Tullock St
Holly Dr
Hibiscus St
O
live
St
Hawthorne Ave
Em
erald
Ave
Pepper
Ave
Tangelo
Ave
Encina
Ave
Mallory Dr
Acacia
Ave
Manzanita Dr
Grevillea St
San Bernardino Ave
Sierra
Ave
Sierra
Ave
Jack Bulik Park
Cypress
Elementary
School
Kaiser Hospital
Union Pacific
10 10
Tam
arind
Ave
Santa Ana Ave
Saffron
St
Juniper
Ave
Juniper
Ave
Production
Ave
BennettDr
Boyle Ave
Valley Blvd
Slover Ave
Sierra
Ave
Inland Empire
Center
Sycamore Hills
Elementary
Empire Center
Underwood Dr
Jurupa Ave
Juniper
Ave
Volante
Dr
Tam
arind
Ave
Lacebark St
Eucalyptus St
Pear St
Sierra
A
ve
Jurupa Ave
Sierra
Ave
Obsidian
RdAmerican Elm RdWhite Ash Rd
LapisLn
Quartzite
Ln
Paakuma' Park
Lytle Creek Wash
AdlerAve
W Via Bello Dr
N Riverside Ave
Ethel Kucera
Middle School
W Casa Grande Dr
W Buena Vista Dr
N
Linden
Ave
Lowell St
Stonehurst Dr
W Coast Blvd
Summit Ave
N Maple
Ave
W Summit Ave
M
aple
Ave
W
Via Bello Dr
Banyon Ave
N Riverside Ave
N
LocustAve
Fergusson Park
Wilmer A Carter
High School
210
210
Vineyard Ave
Alder
Ave
N
Linden
Ave
N
Linden Ave
W Walnut Ave
Laurel Ave
LaurelAve
W Bohnert Ave
Renaissance Pkwy
W Casmalia St
LocustA
ve
Miro Way
Miro Way
A
lder
Ave
N
Linden
Ave
LaurelAve
Spohn
Ave
William
s
Rd
W
illiam
s
Rd
Fairfax St
W Victoria StFairview Dr
Barbee St Barbee StG
race
A
ve
N
M
aple
Ave
Grove Pl
Laguna Pl
Montgomery Ave
Farney Ave
Dum
ond
Dr
Ramona Ave M
aple
Ave
LocustAveAlder
Ave
W Base Line Rd
Miller Ave
Alder Middle
School
Metr olink
Granada Ave Granada Ave
LaurelAve
Bonnie Ln
Citron Ave
Citron Ave
Spohn Dr
Upland Ave
Seville Ave
Dorsey Way
Ivy Ave
N
Linden
Ave
McCauley St
M
aple
Ave
M
aple
Ave
LocustAve
Merrill Ave
W Rialto AveAlder
Ave
Arrow Blvd
W Merrill Ave
Foothill Blvd W Foothill Blvd
Pine Ave
Evergreen
Ln
Marygold Ave
Pinedale Ave
Randall Ave
LaurelAve
Palm
Ln
Hibiscus St
Athol St Athol St
El Molino St
Filbert St
Linden
Ave
M
aple
Ave
Alder
Ave
LocustAve
San Bernardino Ave
Union Pacific Railroad
10 Santa Ana Ave
Taylor Ave
LocustAve
Linden
AveA
lder
Ave
Mindanao St
LaurelAve
Otilla St
M
aple
A
ve
Ash St
Gregory St
Valley Blvd Valley Blvd
LocustAve
Slover Ave
Ayala Park
Walt
Zimmerman
School
Bloomington
High School
11th St
Alder
Ave
10th St
M
aple
Ave
Birch St
Birch
St
9th St
Jurupa Ave
Jurupa Ave
7th St
Arm
strong
Rd
LocustAve
Kessler Park
Ruth O Harris
Middle School
Sandra Dr
GailDr
J C Rd
Arm
strong
Rd
VerdemontRanch Rd
VerdemontRanch
Rd
GlenHelenRegional Park
Lytle Creek Wash
Institution Rd
N Riverside Ave
Sycamore Ave
N Orange Ave
NCedar
Ave
N Apple Ave
N
Apple Ave
N Palm AveW Summit Ave
N
Fillmore Ave
Olive Ave
Ayala Dr
Trapp
Elementary
School
Sunrise
Christian
Elementary
School
W Casmalia St
N
Arrow
head
Ave
W La Gloria Dr
N
Cedar
Ave
W Bohnert Ave
Ayala
Dr
W Casmalia St
Jerry Eaves
Park
Kolb Middle
School
N
Fitzgerald
Ave
W Rosewood St
N
Beechw
ood
Ave
W Grove St
N
DriftwoodAve
N
Larch
Ave Mason St
N
Brierw
ood
Ave
N
Cedar
Ave
W Base Line Rd
W Etiwanda Ave
AyalaDr
Renaissance
Center
Lorraine Pl
W 2nd St
S
Larch
Ave
N
Larch
Ave
S
Cedar
Ave
S
Cedar
Ave
W Rialto Ave
W Merrill Ave
N
Cedar
Ave
W Foothill BlvdW Foothill Blvd
S
Larch
Ave
W Alru St
O
rchard
St
W Mallory Dr
M
agnolia
St
M
agnolia
St
W Hawthorne St
Vine
St
W Granada St
Olive
St
O
live
St
Pomona Ave
Larch
Ave
Spruce
Ave
Grove Pl
Grove Pl
W Randall Ave
Cedar
Ave BloomingtonAve
S
Cedar
Ave
10 Larch
Ave
Otilla St
Spruce
Ave
Santa Ana Ave
Maple Ln
Orange St
Valencia
St
Manila St
Gregory St
Cedar
Ave C
edar Ave
Valley Blvd
Bloomington
Up
Railroad
Jurupa Ave
12th St
7th St
Appaloosa
Ln
6th St
13th St
Pepper St
4th St
8th St
PineSt
14th St
Oak
St
5th St
Touche Dr
Cedar
Ave
7th St
Green Acres
Memorial Park
Crestmore
Elementary
School
El Rivino Rd
C
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Crestmore
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1.6 M-5B-A

1.6 DZ-8

1.8 C-6
3 D-1A
1 WG-3
1 A-3B
1 J-1A

3.6 H-0A
1 M-5-E

2.4 M-4

2.2 B-3

2.4 E-2

1.4 M-5D

4.2 SS-10

3.4 C-9
3 C-2

2.4 E-4

2.2 E-5

1.8 SS-1

2.2 A-0D

1.8 M-2
3 M-1

2.6 J-4

2.4 B-7

1.6 M-5G-A

2.6 B-2

2.4 M-3

2.2 WG-1
1 SS-6

1.8 B-5

1.6 B-1
2 A-0C

1.8 D-6C
1 SS-0
3 T-7A

2.4 M-5E-A

2.2 C-8A

2.6 F-1

3.2 M-5-A

2.4 HR-1
3 JH-1

1.6 A-4
1 A-1A
1 A-0

1.4 B-8

2.4 SR-4
3 SR-1

2.4 SS-9

2.4 C-5
3 M-5E-F

2.4 M-5E-D

2.8 M-5E-E

2.4 M-5E-C
3 T-7B

2.4 M-5E-B

2.2 M-2A

2.2 M-0

2.6 SS-7

2.2 A-1

1.4 F-4

4.4 J-1C
2 C-8

2.6 J-3A

2.4 G-2A

3.6 M-5A

2.4 A-2A

1.8 J-4A

2.4 J-4B
3 JH-2
1 M-1A

2.2 G-4A

1.6 D-6
1 G-6A

2.4 J-2A

1.8 T-1B
3 M-5B-C

1.6 A-2

1.8 M-3A

3.4 A-3A

1.8 M-5B-B

3.6 M-5G-C

2.2 M-5B-D

2.4 M-5G-B

2.6 C-7
3 D-7
1 G-1

1.6 SS-5

1.6 G-3

1.6 SS-2A-3

2.2 G-5

2.4 T-1A

3.6 T-6A

1.6 C-4

2.2 SS-11
3 T-6B

3.4 D-6B

1.4 F-1B
1 DZ-13

3.2 T-5B
1 DZ-4
1 DZ-15A

2.4 SS-8

2.2 J-1

2.2 DZ-9
1 DZ-11B

1.8 SS-9A

2.4 DZ-12

3.2 DZ-7

1.8 F-5A
3 DZ-14
2 DZ-11

3.6 A-0A

1.8 WG-2
1 T-8A
2 M-5C

2.8 F-1A
2 DZ-16A

1.6 SR-3
3 T-9

1.6 DZ-12A
1 T-8B

1.6 J-1B

1.6 DZ-14A

2.4 DZ-11A

1.8 G-2

3.6 SS-2A-2

2.2 B-5A

1.6 M-6C
3 T-8C

1.6 SS-0A

2.2 G-4
3 SS-0B

2.4 A-0B

1.8 M-7C

2.6 T-8D

1.6 M-5B-E

1.8 G-7

1.6 T-11
3 G-6

2.8 T-10

2.2 M-7D

2.2 F-2
1 F-3

2.4 A-3C
1 F-6
2 J-3
3 F-5

2.4 D-6A

1.4 T-0
3 M-5-B
3 M-5-C

3.8 T-7

2.4 C-0

1.6 M-7A

2.6 DZ-10

1.8 M-5G

2.2 M-6A

2.2 DZ-16

1.6 J-2

2.2 E-6

2.2 T-3

1.6 T-5

1.6 T-9A

2.4 C-8B

2.6 E-7
1 M-6D

2.6 M-5F-A

1.6 SR-2
3 T-6

3.2 M-7E

2.6 T-8
2 E-1
1 T-5A
1 T-2B

2.2 T-2C

2.6 E-3
1 T-2A

3.2 T-3A

1.4 T-4

1.8 SS-2D

2.6 T-5C

1.6 SS-2A-1

2.2 M-6B

2.2 M-5F
3 M-7B

2.8 H-0

1.6 A-3

1.8 M-5B

1.6 T-2

2.8 M-5H

3.2 SS-2A

2.2 M-5-D

2.4 E-0
1 G-0

1.6 M-5E

2.4SS-2B

2.6 SS-2C

2.2 0 3,000 6,0001,500 Feet
Map Disclaimer:

The data provided hereon may be inaccurate or out of date and any person or entity who relies on said information for any purpose whatsoever does so solely at their own risk.

Neither the City of Fontana nor any agency, officer, or employee or either nor of any information provider warrants the accuracy, reliability of timeliness of any of the data provided hereon.

THIS INFORMATION IS PROVIDED ‘AS IS’ WITHOUT WARRANTY OF ANY KIND INCLUDING BY WAY OF ILLUSTRATION AND NOT OF LIMITATION THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR NON-INFRINGEMENT.

REFER TO CITY OF RIALTO

MASTER PLAN OF
DRAINAGE, AREA 3-3
AOS Boundary
Fontana Sphere of Influence
Regional Flood Control Channels
Prioritization Scores

1.0 <2.0 <3.0 <4.0 <4.4

REFER TO CITY OF RIALTO

MASTER PLAN OF
DRAINAGE, AREA 3-3
Legend
CIP Prioritization Calculations

City of Fontana Master Plan
FONT-0121
CIP Prioritization Results
D-1A 1 1 1 1 1 1.0
D-6 1 1 1 1 1 1.0
D-6A 1 1 1 1 3 1.4
D-6B 1 1 1 1 3 1.4
D-6C 1 1 1 1 1 1.0
D-7 1 1 1 1 1 1.0
E-0 1 1 1 1 1 1.0
E-1 1 1 1 1 1 1.0
E-2 1 1 1 1 3 1.4
E-3 1 1 1 1 1 1.0
E-4 1 1 1 3 5 2.2
E-5 1 1 1 1 5 1.8
E-6 1 1 1 3 5 2.2
E-7 1 1 1 1 1 1.0
F-1 1 3 1 5 5 3.2
F-1A 1 1 1 2 5 2.0
F-1B 1 1 1 1 1 1.0
F-2 1 1 1 1 1 1.0
F-3 1 3 1 1 5 2.4
F-4 1 3 5 5 5 4.4
F-5 1 3 1 1 5 2.4
F-5A 1 1 5 1 5 3.0
F-6 1 3 1 3 1 2.0
G-0 1 3 1 1 1 1.6
G-1 1 3 1 1 1 1.6
G-2 1 3 5 1 5 3.6
G-2A 1 3 5 1 5 3.6
G-3 1 3 1 1 1 1.6
G-4 1 3 1 4 5 3.0
G-4A 1 3 1 1 1 1.6
G-5 1 3 1 1 5 2.4
G-6 1 3 1 3 5 2.8
G-6A 1 3 1 1 5 2.4
G-7 1 3 1 1 1 1.6
H-0 1 3 1 1 1 1.6
H-0A 1 1 1 1 1 1.0
J-1 1 5 1 1 1 2.2
J-1A 1 3 5 1 5 3.6
J-1B 1 3 1 1 1 1.6
J-1C 1 3 1 3 1 2.0
J-2 1 5 1 1 1 2.2
J-2A 1 3 1 2 1 1.8
J-3 1 5 1 1 5 3.0
J-3A 1 3 1 1 5 2.4
J-4 1 3 1 1 5 2.4
J-4A 1 3 1 1 5 2.4
J-4B 1 3 1 4 5 3.0
M-0 1 5 1 1 3 2.6
M-1 1 5 1 1 3 2.6
M-1A 1 5 1 1 1 2.2
M-2 1 5 1 1 5 3.0
M-2A 1 5 1 1 1 2.2
M-3 1 5 1 1 1 2.2
M-3A 1 5 5 1 1 3.4
M-4 1 5 1 1 1 2.2
M-5A 1 3 1 1 5 2.4
M-5-A 1 5 1 5 1 3.0
M-5B 1 3 5 2 5 3.8
M-5-B 1 5 1 2 1 2.4
M-5B-A 1 3 1 1 5 2.4
M-5B-B 1 3 1 1 5 2.4
M-5B-C 1 3 1 1 1 1.6
M-5B-D 1 3 1 1 1 1.6
M-5B-E 1 3 5 1 5 3.6
M-5C 1 3 1 1 1 1.6
M-5-C 1 5 1 2 1 2.4
M-5D 1 3 1 2 1 1.8
M-5-D 1 3 5 1 1 2.8
M-5E 1 5 5 1 5 4.2
M-5-E 1 3 1 1 5 2.4
M-5E-A 1 5 1 1 1 2.2
M-5E-B 1 5 1 1 1 2.2
M-5E-C 1 5 1 1 5 3.0
AOS 1 Project Prioritization
Project Name AOS # DS/US Priority Known Flooded Areas
Priority
Depth of Flooding
Priority
Road Hierarchy
Priority Weighted Score
1 of 4
City of Fontana Master Plan
FONT-0121
CIP Prioritization Results
M-5E-D 1 3 5 1 1 2.8
M-5E-E 1 3 1 1 5 2.4
M-5E-F 1 3 1 1 5 2.4
M-5F 1 5 1 1 5 3.0
M-5F-A 1 3 1 1 1 1.6
M-5G 1 5 1 1 1 2.2
M-5G-A 1 5 1 1 3 2.6
M-5G-B 1 5 1 1 3 2.6
M-5G-C 1 5 1 1 1 2.2
M-5H 1 5 1 2 5 3.2
M-6A 1 5 1 1 1 2.2
M-6B 1 5 1 1 1 2.2
M-6C 1 5 1 1 5 3.0
M-6D 1 5 1 3 1 2.6
M-7A 1 5 1 1 3 2.6
M-7B 1 5 1 2 3 2.8
M-7C 1 5 1 1 3 2.6
M-7D 1 5 1 1 1 2.2
M-7E 1 5 1 3 1 2.6
SS-0 1 5 1 1 5 3.0
SS-0A 1 5 1 1 1 2.2
SS-0B 1 3 1 1 5 2.4
SS-1 1 5 1 1 1 2.2
SS-2A 1 5 1 1 1 2.2
SS-2A-1 1 5 1 1 1 2.2
SS-2A-2 1 5 1 1 1 2.2
SS-2A-3 1 5 1 1 1 2.2
SS-2B 1 5 1 1 3 2.6
SS-2C 1 5 1 1 1 2.2
SS-2D 1 5 1 1 3 2.6
T-0 1 1 5 1 5 3.0
T-10 1 5 1 1 1 2.2
T-11 1 5 1 1 5 3.0
T-1A 1 3 5 1 5 3.6
T-1B 1 1 5 1 5 3.0
T-2 1 3 5 1 1 2.8
T-2A 1 1 5 2 5 3.2
T-2B 1 1 5 1 1 2.2
T-2C 1 1 5 1 3 2.6
T-3 1 3 1 1 1 1.6
T-3A 1 1 1 1 3 1.4
T-4 1 1 1 1 5 1.8
T-5 1 3 1 1 1 1.6
T-5A 1 1 1 1 1 1.0
T-5B 1 1 1 1 1 1.0
T-5C 1 1 1 4 1 1.6
T-6 1 3 5 1 3 3.2
T-6A 1 3 1 1 1 1.6
T-6B 1 1 5 5 3 3.4
T-7 1 3 1 1 5 2.4
T-7A 1 3 1 1 5 2.4
T-7B 1 3 1 1 5 2.4
T-8 1 3 1 1 3 2.0
T-8A 1 3 1 1 3 2.0
T-8B 1 3 1 1 1 1.6
T-8C 1 3 1 1 1 1.6
T-8D 1 3 1 1 1 1.6
T-9 1 3 1 1 1 1.6
T-9A 1 3 1 1 5 2.4
WG-1 1 1 1 1 1 1.0
WG-2 1 1 1 1 1 1.0
WG-3 1 1 1 1 1 1.0
2 of 4
City of Fontana Master Plan
FONT-0121
CIP Prioritization Results
DZ-10 2 1 1 1 5 1.8
DZ-11 2 3 5 1 5 3.6
DZ-11A 2 1 1 1 5 1.8
DZ-11B 2 1 1 1 5 1.8
DZ-12 2 3 5 3 1 3.2
DZ-12A 2 1 1 1 1 1.0
DZ-13 2 3 5 1 3 3.2
DZ-14 2 3 1 1 3 2.0
DZ-14A 2 3 1 1 5 2.4
DZ-15A 2 3 1 1 5 2.4
DZ-16 2 3 1 1 1 1.6
DZ-16A 2 3 1 1 1 1.6
DZ-4 2 1 1 1 1 1.0
DZ-7 2 1 1 1 5 1.8
DZ-8 2 1 1 1 5 1.8
DZ-9 2 1 1 1 1 1.0
JH-1 2 3 1 1 1 1.6
JH-2 2 1 1 1 1 1.0
SR-1 2 5 1 2 1 2.4
SR-2 2 5 1 1 5 3.0
SR-3 2 5 1 5 1 3.0
SR-4 2 5 1 1 5 3.0
SS-10 2 5 1 3 5 3.4
SS-11 2 5 1 1 5 3.0
SS-5 2 3 1 1 1 1.6
SS-6 2 3 1 2 1 1.8
SS-7 2 5 1 1 1 2.2
SS-8 2 5 1 1 1 2.2
SS-9 2 3 1 1 5 2.4
SS-9A 2 3 1 1 5 2.4
AOS 2 Project Prioritization
Project Name AOS # DS/US Priority Known Flooded Areas
Priority
Depth of Flooding
Priority
Road Hierarchy
Priority Weighted Score
3 of 4
City of Fontana Master Plan
FONT-0121
CIP Prioritization Results
A-0 3 1 1 1 3 1.4
A-0A 3 1 1 1 5 1.8
A-0B 3 1 1 1 5 1.8
A-0C 3 1 1 1 5 1.8
A-0D 3 1 1 1 5 1.8
A-1 3 1 1 1 3 1.4
A-1A 3 1 1 1 1 1.0
A-2 3 1 1 1 5 1.8
A-2A 3 1 1 1 5 1.8
A-3 3 1 1 1 5 1.8
A-3A 3 1 1 1 5 1.8
A-3B 3 1 1 1 1 1.0
A-3C 3 1 1 1 1 1.0
A-4 3 1 1 1 1 1.0
B-1 3 3 1 1 3 2.0
B-2 3 3 1 1 5 2.4
B-3 3 3 1 1 5 2.4
B-5 3 3 1 1 1 1.6
B-5A 3 3 1 1 1 1.6
B-6 3 3 1 1 1 1.6
B-7 3 3 1 1 1 1.6
B-8 3 3 1 5 1 2.4
C-0 3 3 1 1 1 1.6
C-2 3 5 1 2 1 2.4
C-4 3 5 1 1 1 2.2
C-5 3 5 1 1 5 3.0
C-6 3 5 1 1 5 3.0
C-7 3 5 1 1 5 3.0
C-8 3 5 1 1 3 2.6
C-8A 3 5 1 1 3 2.6
C-8B 3 5 1 1 3 2.6
C-9 3 5 1 1 5 3.0
HR-1 3 5 1 1 5 3.0
AOS 3 Project Prioritization
Project Name AOS # DS/US Priority Known Flooded Areas
Priority
Depth of Flooding
Priority
Road Hierarchy
Priority Weighted Score
4 of 4

January 25
APPENDIX 6 DETENTION BASIN POLICY AND DESIGN

CRITERIA

Detention Basin Policy and Design Criteria

1 DETENTION BASIN POLICY AND DESIGN CRITERIA

A. DETENTION BASIN POLICY

1. GENERAL

New development may increase flood hazards to downstream properties unless adequate drainage facilities are provided to mitigate potential drainage problems.

The most desirable mitigation of potential drainage problems is the construction of street improvements and/or permanent drainage facilities to convey the increased drainage flows generated by the development.

The drainage facilities and/or street system should be connected to an ultimate drainage system and, if possible, the drainage system should be designed and constructed as part of the City's comprehensive storm drain plan.

Detention basins are often used as a part of the regional flood control system or as a temporary part of the local, ultimate drainage system. A regional detention facility is normally used to decrease and/or regulate downstream drainage flows, decrease the size of downstream drainage systems, or to provide for water conservation. Regional detention basin are normally constructed as a part of the City of Fontana system or are basins that can be incorporated into the Flood Control's District's existing or proposed drainage system.

Except for regional detention basins and water conservation basins, detention basins will not normally be permitted as a permanent part of the ultimate drainage system. This is due to the relatively high maintenance factors, nuisance factors, potential safety hazards, and the general lack of equipment and expertise of the City in maintaining such basins.

Except for joint use basins, at locations where such joint use is practical and desirable, and regional basins are described above, the use of permanent detention basins will not normally be permitted. The use of interim, local detention basins is discussed below and conditions for the use of the basins are provided.

Definitions of regional, local, interim and joint use basins are provided in Section B.1, “Detention Basin Design Criteria."

2 2. USE OF INTERIM LOCAL DETENTION BASINS

In the event it is shown to be uneconomical or otherwise impractical to connect to an existing portion of the ultimate drainage or flood control system, the use of interim, local detention basins will be permitted. Local detention basins are difficult to monitor, expensive to maintain, any may become a public nuisance. Therefore, interim detention basins shall only be used when the following conditions are met:

a. In the opinion of the City Engineer, the construction of an ultimate drainage system to serve the development is not economically feasible or practical.

b. The interim basins can be demonstrated to adequately mitigate downstream drainage flows.

c. Sufficient detailed data to ensure their feasibility shall be provided prior to Planning Commission approval.

d. A maintenance and inspection program for the detention basins shall be established for each development Funding shall be assured until such time as the ultimate drainage system can be constructed.

e. Sufficient design information and details shall be provided to show that the interim basins can be removed in the future and the development drainage system can be integrated into the ultimate drainage system unless this condition is waived by the City Engineer.

3. USE OF JOINT USE DETENTION BASINS

Joint use basins shall be utilized only in those conditions where it is shown to be uneconomical or otherwise impractical to construct or connect to an existing portion of the ultimate drainage system, and a beneficial joint use for the facility can be demonstrated.

The same general conditions listed in Section A,2 above shall be met. If the joint use basin is to be considered a permanent facility, Section A,2,e, will not be necessary.

The basin shall be site specific and shall be approved by all agencies involved.

3 B. DETENTION BASIN DESIGN CRITERIA

The following design parameters and criteria are provided as guidelines to ensure proper detention basin design, construction and operation. When absolutely necessary and dependent upon site conditions, these guidelines may be modified if approved in writing by the City Engineer. An engineering report will be necessary to justify and support any modifications.

1. DEFINITIONS

a. Regional Detention Basin

1) A basin which can be incorporated into the City of Fontana’s existing or proposed drainage system,

2) Basin owned and operated by the City of Fontana, although it may be joint use, and

3) A basin which will reduce the downstream peak flow rate and the necessary downstream storm drain size.

b. Local Detention Basin

1) A basin which will not be incorporated into the City of Fontana's existing or proposed drainage system,

2) A basin owned by an individual or organization other than the City of Fontana, and

3) A basin which will reduce the downstream peak flow rate, but will not be considered in downsizing future downstream storm drains.

c. Joint Use Detention Basin

A regional or local detention basin which has an additional use such as football field, parking lot, golf course, lake, etc.

d. Temporary Detention Basin

1) A local detention basin used to reduce downstream peak flow rates until ultimate storm drain facilities can be constructed as part of a phased development, and
4 2) Generally, the life of the basin shall not exceed 10 years.

e. Design Criteria

Regional detention basins are assumed to be a part of the regional drainage system and, therefore, will be incorporated into the District drainage system.

All regional detention basins will be designed in accordance with the City of Fontana's "Detention Basin Design Criteria.”

Local temporary and joint use basins shall be designed in accordance with these standards.

2. BASIN CAPACITY AND OUTLET DRAIN

a. When a basin is to be used to mitigate downstream impacts due to increased flows generated by a development, the basin capacity and outlet size shall be such that the post -development peak flow rate generated by the development shall be less than or equal to 90% of the pre-development peak flow rate from the site for all frequency storms up to and including 100-year.

1) Only 2, 10, 25 and 100-year storms need to be analyzed.

2) Additional studies shall be submitted where there exists more than one basin in the drainage area under review. The studies shall address the timing of the peak flow rates from the basins to ensure downstream flow rates are not increased.

b. When a basin (generally regional or regional joint use) is to be used to reduce the size of a master planned downstream drainage facility, the basin capacity and outlet size shall be such that the 100 -year basin peak overflow rate is not greater than the downstream facility's design capacity.

1) If the basin outlets channel, open channel design capacities shall be per the City of Fontana criteria and policy. A permit from the City of Fontana will be required.

2) Pressure flow closed conduits shall be designed such that the hydraulic grade line is below the ground or street surface. In those reaches where no surface flow will be intercepted (now or in the future), a hydraulic grade line which encroaches on 5 or is slightly higher than the ground or street surface will be acceptable.

3) Non-pressure flow closed conduit capacities shall be based on a flow depth no greater than 0.8 times the conduit
diameter or height.
c. Where downstream erosion is a major concern, the duration of erosive flow velocities for all frequency storms shall not be substantially increased unless other forms of mitigation are provided. This can be accomplished by reducing the peak flow rate further than that required above. Refer to "Handbook of Hydraulics” by Horace Williams King and Earnest F. Brater; and "Open Channel Hydraulics" by Ven Te Chow, Ph.d., for erosive flow velocities. In cases such as this, special studies and design may be required.

d. When there exists a potential for debris entering the basin, the basin capacity shall be increased or a desilting basin provided to accommodate the debris production generated from a 100 -year storm four years after a burn (over the entire watershed), plus 20% due to maintenance uncertainties.

1) For all basins where a significant amount of debris
accumulation is anticipated, a debris disposal area or areas may be required.

2) "A New Method of Estimating Debris -Storage Requirements for Debris Basin" by Fred E. Tatum of the U.S. Army Corps of Engineers shall be used for determining the 100-year debris volume.

3) The basin capacity for local detention basins fed by natural drainage courses or earth channels with undeveloped
watershed less than 0.5 square mile shall be enlarged to handle an additional five years of accumulated annual debris based on the attached Figure 1. For basins fed by natural drainage courses with watersheds larger than 0.5 square mile, a special debris study may be necessary, or a regional detention basin shall be utilized.

4) The basin capacity for detention basins located in watersheds known to have a high risk of burning shall be increased as determined by the City Engineer.

6 e. Outlet Drain

1) The outlet pipe for all basins except temporary basins shall be a minimum 24 -inch RC P (1,350 D minimum) for local
basins. The outlet pipe or conduit shall be encased with cutoff collars per the "Los Angeles County Flood Control Design Manual - Debris Dams and Basins,” or designed per "Section 242, Cut -and-Cover Conduit Detail" of the Bureau of
Reclamation's publication "Design of Small Dams."
2) Reinforced concrete collars generally from 2 to 3 feet high , 12 to 18 inches wide, and spaced from 7 to 10 times their height shall be provided.

3) All joints for pipes not encased shall be rubber gasketed.

4) The pipe shall be capable of withstanding H2O live loads plus the applicable dead loads.

5) Erosion control measures shall be provided at the outlet of the basin outlet pipe.

6) Temporary basin outlet pipes may be a minimum 24 -inch CMP, 12-gauge with seep rings. Design considerations shall be as stated above.

7) A metered outlet structure may be necessary to provide the necessary flow attenuation for all frequency storms. 'V' shaped weirs and notched weirs are preferred over other alternates because they do not plug with debris and trash as easily as other designs. This condition may be waived on a case-by-case basis by the City Engineer, depending upon severity of drainage problems.

8) All detention basin outlets should be sized so the basin will drain within 24 hours after the basin reaches its 100-year peak depth/volume. If the basin does not drain in 24 hours, further studies using longer duration storms will be
necessary. The basin storage volume (capacity) may need to be increased to accommodate subsequent storms.

9) Trash racks shall be provided at the inlet to the basin outlet structure(s).

7 10) Where warranted, and at the discretion of the City Engineer, a depth gauge shall be provided on the basin outlet structure in order to monitor debris deposition and basin operation.

11) Anti-vortex devices shall be provided where warranted.

f. Analysis Methodology

1) Pre-development and post-development peak flow rates shall be developed during the procedures outlined in the San
Bernardino County Hydrology Manual, except as modified
below. The input parameters (procedures) described in the manual shall be modified as follows when calculating the pre- development peak flow rates:

a) 10-year peak flow rates shall be calculated using 5 - year rainfall,

b) 25-year peak flow rates shall be calculated using 10 - year rainfall, and

c) 100-year peak flow rates shall be calculated using 25- year rainfall, and AMCll.

The basin outflow shall be metered to 90% of the calculated pre-development peak flow rates. The post -development
peak flow rates to the basin shall be calculated in accordance with the County Hydrology Manual.

2) Basin inflow hydrographs shall be developed using the procedures outlined in the San Bernardino County Hydrology Manual, as modified.

3) Basin outflow hydrograph routing shall be developed by the Modified Puls Method.

4) Channel hydrograph routing shall be calculated by the convex channel routing methods or by moving the hydrograph
utilizing travel time.

8 g. Small Watersheds Detention Basin Policy

1) For detention basin s intended to serve developments of 2 acres or less that have native soils with Hyd rologic Soils Group A, basin size and outlet pipe requirements above may be modified as follows:

a) An outlet pipe as required in Basin Policy 2. e is not required.

b) The basin s hall capture 100% of runoff from the
beginning of a storm to the time the runoff is less
than allowable maximum runoff in a 100-year event
24-your duration storm . See the illustration below.

When the detention basin is combined with a water
quality basin (BMP) o btain the extra volume for
detention by increasing the square footage for
infiltration such that the ponded depth limit as
determined in the WQMP is not exceeded. For these
smaller projects, the basin (or chamber) only needs
to contain the higher of the DC V as determined in
the WQMP or the volume determined in the method
for described herein.

9 3. WATER SURFACE ELEVATION AND DEPTH

a. Local and Temporary Basins

1) Generally, no more than 50% of the basin's 100-year storage depth should be above existing ground, i.e., 50% or more of the 100 -year minimum storage depth must be below the
lowest ground outside basin. When feasible, the 100 -year design water surface elevation should be at or below existing natural ground.
2) The basin's maximum water depth for 100-year design should be 8 feet or less. Reference is made to 3 ,a(3) and 3,b(2) below.

3) When site conditions warrant and safety can be assured, the above depth requirements may be modified if the following conditions are met:

a) The detention basin is designed in accordance with the Los Angeles County Flood Control District's "Design
Manual - Debris Dams and Basins."

b) The basin embankment is designed and constructed of
material or has a solid core which does not allow
seepage or piping to occur due to rodent holes.

b. Regional Basins

1) Depths shall be as approved by the City of Fontana and the basin shall be designed in accordance with District Detention Basin Design Criteria.

2) Basins with embankment heights greater than or equal to 25 feet and capacity greater than or equal to 15 acre -feet, or a capacity greater than or equal to 50 acre -feet and a height greater than or equal to 6 feet, shall be reviewed and approved by the State Division of Safety of Dams.
(See Figure 2)

c. Joint Use Basins

1) Depths should be shallow and compatible with the secondary use.
10 2) The allowable depth in most cases will be site specific and shall be approved by all agencies involved.

4. EMERGENCY SPILLWAY

a. All detention basin spillways shall be designed to pass the fully developed 1,000-year peak flow rate (Q = 1.35 Q100 = 2.11 Q10).

b. Spillway outflows shall be adequately conveyed to a storm drain, drainage channel, street or an established watercourse.

c. Generally, all spillway structures shall be constructed of reinforced concrete. For temporary detention basins. the spillway may be constructed with grouted rock or other forms of approved protection designed to resist maximum design velocities. The spillway may be waived tor small temporary basins at the discretion of the City Engineer.

d. When the spillway crest is more than 3 feet above the flowline of the facility the spillway outlets into, the spillway shall be constructed of reinforced concrete.

e. Generally, the spillway crest shall be at or above the basin's design 100-year high water line (HWL).

5. FREEBOARD TO THE TOP OF EMBANKMENT

a. Local and temporary basins shall have a minimum 1 -foot of freeboard above the 1,000-year HWL on the emergency spillway of 2 feet of freeboard above the 100-year HWL in the basin, whichever is more stringent.

b. Joint use basins shall conform to the applicable local or regional freeboard requirements.

6. BASIN EMBANKMENT

a. Basin side slopes should be 3:1 or flatter on the wet side and 2:1 or flatter on the dry side. Steeper slopes may be acceptable on a case- by-case basis if rock lined and recommended in the soils and geotechnical report.

11 b. Top Width of Levee

1) Regional and local basins - 15 feet minimum*

2) Joint Use - site specific

3) Refer to Section 9,c

*It may be possible to deviate from minimum for Temporary Detention Basins.

c. For design of the embankment abutments and adjacent slopes, a soils and geotechnical report shall be prepared by a soils and geotechnical engineer with a demonstrated expertise in earth fill dam design. The report shall include:
1) Site geology, including bedding, foliation. fracture, joint, fault, and landslide plan attitudes.

2) Seismic conditions , including fault locations and potential seismic surface movements respective loadings and
parameters of seismic shaking.

3) Potential impact of reservoir loading on geologic structure should be evaluated.

4) Detailed descriptions, locations and logs of all field explorations.

5) Field and laboratory tests and analysis descriptions and results.

6) Groundwater table elevation and analysis of near surface groundwater movement.

7) Recommended design parameters including, but not limited to, the following for the dam and its natural abutments and slopes adjacent to reservoir areas:

a) Lateral earth loadings

b) Shear strengths

c) Bearing capacities
12 d) Permeability

e) Slope stability analysis when saturated and during
rapid drawdown conditions

f) Sieve analysis

g) Sand equivalents

h) Liquefaction analysis and, if appropriate, mitigation

i) Seismic Seiche analysis

j) UBC Chapter 70

8) Special design and construction recommendations including, but not limited to, the following:

a) Foundation preparation requirements

b) Suitability of materials for embankments (gradation, sand equivalent, etc.) and abutments

c) Compaction methods and minimum requirements
d) Seepage and piping control provisions

e) Potential for settlement

f) Seismic considerations

g) Minimum design factors of safety are:

Without Seismic With Seismic

Embankment, Abutment 1.5 1.1
& Adjacent Slope
Stability

Seepage – Piping 1.5 --

h) Necessity of impervious core or shear key

i) Erosion control of abutments
13 d. Basins not meeting the depth and side slope requirements set forth previously shall be designed in accordance with the Los Angeles County Flood Control District's “Design Manual – Debris Dams and Basins.”

7. BASIN FLOOR

a. A low flow channel shall be provided from the basin inlet(s) to the basin outlet.

1) Where basin slopes exceed 2% or produce erosive flow velocities, the low flow channel should be protected from erosion with reinforced concrete, rock lining, or other form of approved erosion protection.

2) Joint Use Basins

a) A low flow channel or conduit should be provided to conduct minor flows around the dual use facilities
wherever possible. Low flow channels may not be
necessary for parking lot basins or other similar joint uses.

b) Low flow channel may be grass lined if there exists a maintenance program which included mowing and
maintenance of turf in good condition, and velocities
of flow through the various stages of discharge are low enough to be nonerosive.

b. Earth basin floors shall slope at a minimum 0.5% grade to the low flow channel.

c. Earth basin floors shall have a minimum grade of 0.5% from the inlet to the outlet unless waived by the City Engineer.

8. INLET STRUCTURE

a. Where storm drains enter the basin, energy dissipaters and/or erosion protection shall be provided.

b. Where natural drainage courses or channels enter the basin, some form of invert stabilization, such as reinforced concrete or grouted stone spillway, shall be provided.
14 c. Energy dissipaters may be required when the inletting flow velocities exceed 5 fps.

d. Inletting storm drains shall be a minimum 24-inch RCP (1,350 D).

9. ACCESS

a. Access to the detention basin area shall be provided by a roadway from a public street or public access to the parcel upon which the basin is constructed. The roadway shall have a minimum width of 15 feet.

b. Access shall be maintained under all weather conditions.

c. If the basin is isolated or not located adjacent to roadways, a 15 - foot wide roadway shall be provided along the top of embankment.

The intent of this criteria is to have continuous access around and to the basin for maintenance purposes. Under certain circumstances where it can be shown the recommended top width is not necessary for structural safety and maintenance, the criteria may be modified.

1) If access across the spillway is not provided, turnarounds or other adequate access as necessary for maintenance shall be provided on both sides of the spillway.

2) If there exists adequate access for maintenance, this requirement may be amended.

d. A 15-foot wide access ramp shall be provided to the basin floor. The width may be reduced to 10 feet for temporary detention basins.

e. The maximum roadway or access ramp slope shall be 10% unless the roadway is paved. If the roadway or access ramp is paved, the maximum slope shall be 12%. The ramp slope may be between 10% and 15% for temporary detention basins.

10. FENCING

a. All basins shall be fenced with 6-foot chain link fencing per Caltrans standards or other approved barrier unless otherwise approved by the Engineering Department. Joint use basin fencing will be site specific and must meet the needs of all agencies utilizing the basin.

15 b. Access to the basins shall be gated and locked.

11. RIGHTS-OF-WAY

a. Sufficient rights-of-way shall be provided for the construction and economical maintenance of the basin(s), including all fill and cut slopes, and shall include sufficient area to provide for an access road from a dedicated public street to the basin.

b. Regional basins shall be dedicated to the District or other appropriate agency in fee title.

c. Local, temporary, and joint use basins shall be covered by an adequate drainage easement.

12. REFERENCES TO BE USED IN DESIGN

"A New Method of Estimating Debris - Storage Requirements for Debris Basins”:

Tatum, U.S. Army Engineer District, Los Angeles, CA, 1963

"Design of Small Dams,” U.S. Bureau of Reclamation, 1977

"Handbook of Hydraulics," King and Brater, McGraw Hill Book Company, Latest Edition

"Los Angeles County Flood Control Manual - Debris Dams and Basins,” Los Angeles County Flood Control District

"Open-Channel Hydraulics," Ven Te Chow, Ph.d., 1959

“San Bernardino County Hydrology Manual,” San Bernardino County, 1986

“San Bernardino County Hydrology Manual , Addendum” San Bernardino County, 2010

"San Bernardino County Standards and Specifications, ” San Bernardino County Department of Transportation/Flood Control/ Airports

16 C. DETENTION BASIN MAINTENANCE FINANCING MECHANISM AND POLICY

1. GENERAL

Maintenance responsibilities and related financing mechanism for detention basins, including joint use facilities, must be contained in the conditions of approval of each development. Detailed requirements must be included which would indicate the procedure to be followed, identification of responsible entity, and funding requirements for facilities construction, operation and maintenance.

The joint use of detention basins is recommended where compatible uses and adequate maintenance can be assured. However , the approval of any joint use activity within detention basins must be contingent upon obtaining funding for ongoing operation and maintenance.

The lack of adequate maintenance is considered the most significant problem in the use of detention basins. Detention basins characteristically require more maintenance than do other storm drainage or flood control facilities. The proper functioning of the facility is also much more sensitive to proper maintenance.

Adequate maintenance, including periodic inspection, debris removal, weed control, rodent and vector control and repairs, is essential to the successful use of the basins.

Maintenance costs for basins are variable and can be relatively high. Therefore, adequate funding dedicated solely for basin maintenance is important.

There are a number of methods available for generating funds necessary to pay for operation and maintenance of detention basins. Projects can be financed by some combination of resources and funding techniques. Following is a list of general funding mechanisms and techniques that can be used for the operation and maintenance of detention basins.

It is assumed all regional detention basins that area part of the City of Fontana's channel system will be maintained by the
City. Therefore, the basin maintenance mechanism discussed herein is for local detention basins.

2. MAINTENANCE AND OPERATION FUNDING MECHANISMS

a. Developer Cash Deposit

The developer would establish a maintenance fund with a lump sum cash deposit. The maintenance fund to be established should be based on the rate of return on investment and the rate of inflation 17 as established annually. The fund would be equal to the present worth of the annual maintenance cost for economic life of the facilities. The present worth of the inflated cost of each annual maintenance cost will be treated as a single payment in determining the amount of the fund. The following presents the procedure for establishing the detention basins maintenance fund:

1) Estimate average annual maintenance costs at current year value.

2) Determine maintenance cost for each year in the future for the 50-year economic lite of the project. Maintenance cost will be increased each year by the adopted rate of inflation.

3) Determine the present worth of each year's maintenance cost at the established rate for return on investment.

4) The value of the maintenance fund will equal the sum of the present worth of each of the maintenance costs. The
maintenance fund to be established for drainage should be based on the rate of return on investment and the rate of inflation as established annually by the State of California , Department of Water Resources, in the preparation of their annual project update bulletin titled "Management of the California State Water Project.”

b. Mello-Roos (Community Facilities Act of 1982)

A Mello-Roos Special Tax District can be established by two -thirds vote of the landowners (when there are 12 or fewer registered voters) to construct and maintain detention basins. The annual tax rate is established for a given period of time necessary to pay off bonded indebtedness for the cost of constructing the detention basin and maintaining it for the life of the tax/bonds. The life of the tax is usually no more than 20 -25 years. The tax rate can be reduced, but not increased.

Mello-Roos provides for establishment of a special tax which may be levied on the area within the district for the purpose of supporting the issuance of bonds or to otherwise pay the project costs as they are increased. If there are more than 12 registered voters, the election will be by voters.

18 c. Homeowners Association

Homeowners Association and other private ownerships are methods often used to maintain facilities after initial construction. This technique is used often for large, open space areas or recreational facilities for residential development where the common areas of the facilities are owned and maintained by the Association. Local governments, however, often express dissatisfaction with the level of expenditures and effort set forth by Homeowners Associations.

The concern over the performance of a Homeowners Association to adequately provide required maintenance is especially true in the maintenance of detention basins. The basins are generally not a prominent feature of the common areas and the maintenance is capital intensive and technically complicated.

d. Assessment District

Assessment district financing utilizing a combination of 1911/1913/1915 processes can be used to construct the detention basin and also to operate and maintain the basin through the life of the bond payoff which is normally limited to 20 years. Maintenance can only be paid for by this method if an assessment district is formed to fund the cost of construction. The formation of t1e district is approved by the City. The district will be denied if there is a majority protest of the property owners to be assessed at a public hearing. The cost of constructing and maintaining the basin is added as an annual charge to the owner's property tax bill. This method will not increase the initial price of the single family home, commercial building, etc. An alternative method would have to be established to take effect alter pay off of the bonds. There is no administrative agency (such as with a service area of improvement zone) to deal with the operation and maintenance of facilities constructed by the assessment district process. The maintenance process would have to be established at the time of selling the bonds by a contractual agreement to ensure maintenance of the facilities for the bonding period. There would be limited flexibility to accommodate changes in conditions over the length of the bond payoff. An assessment district cannot be used to finance the maintenance and operation of parks and recreation facilities.

19 3. DETENTION BASIN MAINTENANCE POLICY

a. Local Basins - Private Ownership

The design of the private basin shall be done such that it will not be subject to failure and the design shall be reviewed and approved by the City in accordance with its standards and policy.

Those basins which are an integral part of a private development, such as a parking lot, athletic field or a park, shall be owned and maintenance by the private property owners.

It will be necessary for the City to inspect the construction, annually inspect the facility, and inspect the facility after storm events to ensure it is being properly maintained.

The private property owner shall be responsible for constructing the basin(s) and operating and maintaining the basin(s) thereafter. Funding for the facility maintenance shall be insured through a case trust fund in the name of the City with yearly interest less inspection fee provided to the Homeowners Association or the property owner, either of which will be responsible for the maintenance.

A drainage maintenance district or other acceptable public financing shall be established to operate and maintain the joint use facility. Public financing shall be implemented only in the event the cash trust is exhausted due to unforeseen costs.

b. Local Basins - Public Ownership

Any local basin that is not an integral part of a private development will be owned and operated by the City. A cash trust to create a sinking fund shall be provided by the development and held by the City for the maintenance and inspection of the basin.

A drainage maintenance district or other acceptable public financing to the City shall be established to operate and maintain the facility. Public financing shall be implemented only in the event the cash trust is exhausted due to unforeseen costs.

c. Regional Basins

Regional flood control detention basins will be owned and operated by the City of Fontana.
20 It may be necessary to fund the operation, maintenance and inspection of new regional basins by either method listed above under public ownership of local basins.

The operation, maintenance and inspection of new regional basins shall be accomplished by coordination and negotiation with the City of Fontana.