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Table 3 Alternative 1A/2A Capital Improvement Program (100% Zone 7)
<br />Groundwater Supply Alternatives Analysis
<br />City of Pleasanton
<br />PRELIMINARY
<br />Cost Sharing
<br />Baseline Estimated Capital
<br />Constr.Constr.Improv.
<br />Number Zone Improv.Cost Cost3 Cost Users Users Users Users
<br />(in)(ft)($)($)($)($)($)($)($)
<br />Itemized Cost Estimate % Benefit
<br />Improvement Pressure Type of
<br />Alignment Limits
<br />Diam.Length Unit Cost Pipe Cost
<br />Pipeline and Appurtenances Costs
<br />Priority4/
<br />Construction Trigger
<br />Existing Future Existing Future
<br />FF-213 Lower Pipe Cross Connection Sunol Blvd near Sonoma Dr 10 200 212 42,428 42,428 55,156 70,000 C 100%0%70,000 0
<br />FF-214 Lower Pipe Hydrant Lateral Sunol Blvd 8 40 188 7,503 7,503 9,754 10,000 B 100%0%10,000 0
<br />FF-215 Lower Pipe Sonoma Dr From approx. 155' nw/o San Carlos Way to Sunol Blvd 10 620 212 131,525 131,525 170,983 220,000 C 100%0%220,000 0
<br />FF-216 Lower Pipe Hydrant Lateral Sonoma Dr 8 50 188 9,379 9,379 12,192 20,000 B 100%0%20,000 0
<br />FF-218 Lower Pipe Hydrant Lateral Sunol Blvd 8 50 188 9,379 9,379 12,192 20,000 B 100%0%20,000 0
<br />FF-219 Lower Pipe Mission Dr / Sonoma Dr From Junipero St to approx. 800' e/o Sunol Blvd 8 1,890 188 354,515 354,515 460,870 600,000 A 50%50%300,000 300,000
<br />FF-220 Lower Pipe Sonoma Dr / San Juan Way From Junipero St to approx. 250' w/o San Antonio St 8 960 188 180,071 180,071 234,093 300,000 B 100%0%300,000 0
<br />FF-221 Lower Pipe San Luis Ct From Sonoma Dr to approx. 250' w/o San Juan Way 8 380 188 71,278 71,278 92,662 120,000 C 100%0%120,000 0
<br />FF-222 Lower Pipe San Juan Way From San Carlos Way to approx. 270' w/o San Antonio St 8 700 188 131,302 131,302 170,693 220,000 A 100%0%220,000 0
<br />FF-223 Lower Pipe Sycamore Terrace From San Carlos Way to Sycamore Creek Way 8 660 188 123,799 123,799 160,939 210,000 B 50%50%105,000 105,000
<br />FF-224 Lower Pipe Arlington Dr From Matthew Ct to Hamilton Way 8 710 188 133,178 133,178 173,131 230,000 C 100%0%230,000 0
<br />FF-225 Lower Pipe Amber Ln From Carriage Dr to approx. 510' w/o Romeo Ct 10 310 212 65,763 65,763 85,491 110,000 B 50%50%55,000 55,000
<br />FF-226 Lower Pipe Amber Ln From approx. 290' e/o Carriage Dr to approx. 270' w/o Romeo Ct 8 360 188 67,527 67,527 87,785 110,000 B 50%50%55,000 55,000
<br />FF-227 Bonde Pipe Riesling Dr From approx. 350' w/o Touriga Dr to Touriga Dr 8 350 188 65,651 65,651 85,346 110,000 C 100%0%110,000 0
<br />FF-228 Bonde Pipe Vintner Way From Crellin Rd to approx. 275' s/o Crellin Rd 8 270 188 50,645 50,645 65,839 90,000 C 100%0%90,000 0
<br />FF-229 Kottinger Ranch
<br />(Zone Switch)Pipe ROW / Red Feather Ct From Hearst Dr to approx. 425' s/o Eaglet Ct 12 3,525 255 897,342 897,342 1,166,545 1,520,000 A 100%0%1,520,000 0
<br />FF-230 Grey Eagle Pipe Red Feather Ct From Grey Eagle Ct to approx. 425' s/o Eaglet Ct 10 920 212 195,167 195,167 253,717 330,000 A 100%0%330,000 0
<br />FF-231 Grey Eagle Pipe Hydrant Lateral (Zone Switch)Grey Eagle Ct 6 50 154 7,704 7,704 10,015 10,000 A 100%0%10,000 0
<br />FF-232 Bonde Pipe Ruby Hill Blvd From E Ruby Hill Dr to Vineyard Ave 10 500 212 106,069 106,069 137,889 180,000 A 100%0%180,000 0
<br />FF-233 Bonde Pipe W Ruby Hill Dr From Barolo Ct to Zenato Pl 10 1,500 212 318,206 318,206 413,668 540,000 C 100%0%540,000 0
<br />FF-234 Bonde Pipe Zenato Pl From Pomino Way to approx. 390' w/o Grappa Pl 10 870 212 184,560 184,560 239,928 310,000 B 100%0%310,000 0
<br />FF-235 Bonde Pipe Pomino Way / Grappa Pl From Zenato Pl to W Ruby Hill Dr 12 1,210 255 308,024 308,024 400,431 520,000 C 100%0%520,000 0
<br />FF-236 Upper Ruby Hill Pipe W Ruby Hill Dr From approx. 445' se/o Zenato Pl to approx. 880' se/o Zenato Pl 10 440 212 93,341 93,341 121,343 160,000 C 100%0%160,000 0
<br />FF-237 Upper Ruby Hill Pipe Via Di Salerno / Villero Ct From Antonini Way to approx. 550' w/o Torlano Pl 10 2,040 212 432,761 432,761 562,589 730,000 B 100%0%730,000 0
<br />Subtotal - Fire Flow Deficiencies 61,664,000 58,284,000 3,380,000
<br />F-1 Lower Pipe Stoneridge Dr Johnson Dr to Foothill Dr 24 5,250 402 2,110,211 2,110,211 2,743,274 3,570,000
<br />16% increase (2,900 gpm) in
<br />TO 3,4,5, 8 supply
<br />(for maintaining pressures
<br />under 90 psi in the Lower PZ)
<br />0%100%0 3,570,000
<br />F-2 Lower Pipe Foothill Rd Stoneridge Dr to 310 feet n/o Stoneridge Dr 24 310 402 124,603 124,603 161,984 210,000
<br />16% increase (2,900 gpm) in
<br />TO 3,4,5, 8 supply
<br />(for maintaining pressures
<br />under 90 psi in the Lower PZ)
<br />0%100%0 210,000
<br />F-6 Lower Pipe Vineyard Ave Bernal Ave to First St 16 3,800 305 1,160,817 1,160,817 1,509,062 1,960,000
<br />16% increase (2,900 gpm) in
<br />TO 3,4,5, 8 supply
<br />(For maintaining Foothill and
<br />Sycamore tank levels)
<br />0%100%0 1,960,000
<br />F-7 Lower Pipe First St Vineyard Ave to Bernal Ave 16 3,450 305 1,053,900 1,053,900 1,370,069 1,780,000
<br />16% increase (2,900 gpm) in
<br />TO 3,4,5, 8 supply
<br />(For maintaining Foothill and
<br />Sycamore tank levels)
<br />0%100%0 1,780,000
<br />Subtotal - Future Improvements 7,520,000 0 7,520,000
<br />W-1 Lower Well Potential Well Site:
<br />Bernal Park
<br />New 3,000 gpm well located near Cotton Mill Way and Oak
<br />Vista Way in Bernal Park 3,000 gpm 3,500,000 3,500,000 4,550,000 5,920,000 Shut down of Wells 5 and 6 100%0%5,920,000 0
<br />Supply Wells
<br />Improvements for Future Water Supply Changes
<br />Recommended improvements are
<br />applicable to groundwater supply projects.
<br />Docusign Envelope ID: A2CEC78C-F0FD-4D4D-9F39-237EDFC2492E
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