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Table 4 Alternative 2A/2B Capital Improvement Program (2 New Wells)
<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 />Future
<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
<br />FF-166 Lower Pipe Hydrant Lateral From approx. 400' s/o Black Ave to Black Ave 10 400 212 84,855 84,855 110,312 140,000 A 50%50%70,000 70,000
<br />FF-167 Lower Pipe Gatetree Cir From Ridgewood Rd to approx. 230' e/o Ridgewood Rd 10 240 212 50,913 50,913 66,187 90,000 A 100%0%90,000 0
<br />FF-168 Lower Pipe Gatetree Cir A loop starts from approx. 245' e/o Ridgewood Rd to 245' e/o
<br />Ridgewood Rd 8 1,800 188 337,634 337,634 438,924 570,000 A 100%0%570,000 0
<br />FF-169 Lower Pipe Cedarwood Ln From approx. 380' s/o Black Ave to Black Ave 8 400 188 75,030 75,030 97,539 130,000 B 50%50%65,000 65,000
<br />FF-170 Lower Pipe Cid Way From approx. 250' s/o Alvarado St to Alvarado St 8 280 188 52,521 52,521 68,277 90,000 C 100%0%90,000 0
<br />FF-171 Lower Pipe Hydrant Lateral From approx. 250' e/o Santa Rita Rd to Santa Rita Rd 8 250 188 46,894 46,894 60,962 80,000 A 100%0%80,000 0
<br />FF-172 Lower Pipe Serpentine Ln A loop from Quarry Ln to Quarry Ln 12 2,790 255 710,237 710,237 923,308 1,200,000 A 100%0%1,200,000 0
<br />FF-173 Lower Pipe Hydrant Lateral Serpentine Ln 8 40 188 7,503 7,503 9,754 10,000 A 100%0%10,000 0
<br />FF-175 Lower Pipe Quarry Ln From Serpentine Ln to Boulder St 12 1,020 255 259,656 259,656 337,553 440,000 B 100%0%440,000 0
<br />FF-176 Lower Pipe Boulder St From Quarry Ln to Valley Ave 12 1,720 255 437,852 437,852 569,208 740,000 B 100%0%740,000 0
<br />FF-177 Lower Pipe Hydrant Lateral Valley Ave 8 110 188 20,633 20,633 26,823 30,000 A 100%0%30,000 0
<br />FF-178 Lower Pipe Hydrant Lateral Valley Ave 8 80 188 15,006 15,006 19,508 30,000 A 100%0%30,000 0
<br />FF-179 Lower Pipe Hydrant Lateral Valley Ave 8 60 188 11,254 11,254 14,631 20,000 B 100%0%20,000 0
<br />FF-180 Lower Pipe Hydrant Lateral Boulder Ct 8 50 188 9,379 9,379 12,192 20,000 B 100%0%20,000 0
<br />FF-181 Lower Pipe ROW From approx. 940' ne/o Valley Ave to Valley Ave 20 960 337 323,700 323,700 420,810 550,000 A 50%50%275,000 275,000
<br />FF-182 Lower Pipe ROW From approx. 185' s/o El Charro Rd to approx. 870' s/o Busch Rd 16 1,600 305 488,765 488,765 635,395 830,000 A 50%50%415,000 415,000
<br />FF-183 Lower Pipe Hydrant Lateral ROW 8 30 188 5,627 5,627 7,315 10,000 A 100%0%10,000 0
<br />FF-184 Lower Pipe ROW From Ironwood Dr to Busch Rd 12 1,510 255 384,393 384,393 499,711 650,000 C 100%0%650,000 0
<br />FF-185 Lower Pipe Hydrant Lateral ROW 8 40 188 7,503 7,503 9,754 10,000 C 100%0%10,000 0
<br />FF-186 Lower Pipe Hydrant Lateral ROW 8 30 188 5,627 5,627 7,315 10,000 C 100%0%10,000 0
<br />FF-187 Lower Pipe Rd 5 / ROW From approx. 420' e/o Rd 6 to Fairgrounds Rd 12 3,970 255 1,010,623 1,010,623 1,313,811 1,710,000 A 100%0%1,710,000 0
<br />FF-188 Lower Pipe Fairgrounds Rd / ROW A loop starts from Fairgrounds Rd to Fairgrounds Rd 12 1,650 255 420,032 420,032 546,042 710,000 A 100%0%710,000 0
<br />FF-189 Lower Pipe Fairgrounds Rd From approx. 970' n/o Bernal Ave to Pleasanton Ave 12 610 255 155,285 155,285 201,870 260,000 A 100%0%260,000 0
<br />FF-190 Lower Pipe ROW From approx. 420' n/o Bernal Ave to Fairgrounds Rd 12 990 255 252,019 252,019 327,625 430,000 A 100%0%430,000 0
<br />FF-191 Lower Pipe Hydrant Lateral Bernal Ave 8 290 188 54,397 54,397 70,716 90,000 B 100%0%90,000 0
<br />FF-192 Lower Pipe Hydrant Lateral From approx. 445' n/o Pleasanton Ave to Pleasanton Ave 8 440 188 82,533 82,533 107,292 140,000 B 100%0%140,000 0
<br />FF-193 Lower Pipe Ray St From Tessa Pl to First St 10 360 212 76,370 76,370 99,280 130,000 B 50%50%65,000 65,000
<br />FF-194 Lower Pipe Cross Connection First St n/o Vineyard Ave 8 130 188 24,385 24,385 31,700 40,000 A 100%0%40,000 0
<br />FF-195 Lower Pipe ROW From approx. 300' n/o Nevada St to Stanley Blvd 12 630 255 160,376 160,376 208,489 270,000 A 100%0%270,000 0
<br />FF-196 Lower Pipe Hydrant Lateral Bernal Ave 8 90 188 16,882 16,882 21,946 30,000 C 100%0%30,000 0
<br />FF-197 Lower Pipe Stanley Blvd From approx. 670' e/o Valley Ave to approx. 1225' e/o Valley Ave 16 550 305 168,013 168,013 218,417 280,000 C 100%0%280,000 0
<br />FF-198 Lower Pipe Hydrant Lateral Nevada St 8 60 188 11,254 11,254 14,631 20,000 B 100%0%20,000 0
<br />FF-199 Lower Pipe Sylvia Cir / Mavis Dr From approx. 210' w/o Wild Flower Ln to Vine St 8 320 188 60,024 60,024 78,031 100,000 B 100%0%100,000 0
<br />FF-200 Lower Pipe Wild Flower Ln From approx. 260' n/o Vine St to Vine St 8 260 188 48,769 48,769 63,400 80,000 C 100%0%80,000 0
<br />FF-201 Lower Pipe Montana Dr From approx. 100' sw/o Pasas St to Vineyard Ave 10 530 212 112,433 112,433 146,163 190,000 C 100%0%190,000 0
<br />FF-202 Lower Pipe Hydrant Lateral Vineyard Ave 8 160 188 30,012 30,012 39,015 50,000 A 100%0%50,000 0
<br />FF-203 Lower Pipe Vista Diablo / Vista Flores A loop starts from Vista Diablo to Vista Diablo 10 1,990 212 422,154 422,154 548,800 710,000 B 100%0%710,000 0
<br />FF-204 Lower Pipe Hydrant Lateral From Vista Diablo to Vista Grande 8 50 188 9,379 9,379 12,192 20,000 B 100%0%20,000 0
<br />FF-205 Lower Pipe Vista Grande / Del Playa From Vista Flores to Vineyard Ave 10 880 212 186,681 186,681 242,685 320,000 C 100%0%320,000 0
<br />FF-206 Lower Pipe Hydrant Lateral Vineyard Ave 8 70 188 13,130 13,130 17,069 20,000 B 100%0%20,000 0
<br />FF-207 Lower Pipe Vista Grande / San Clemente From Vista Diablo to Vineyard Ave 10 880 212 186,681 186,681 242,685 320,000 B 100%0%320,000 0
<br />FF-208 Bonde Pipe Adams Way From approx. 615' n/o Kottinger Dr to Kottinger Dr 10 620 212 131,525 131,525 170,983 220,000 A 50%50%110,000 110,000
<br />FF-209 Bonde Pipe Hydrant Lateral From approx. 245' e/o Adams Way to Adams Way 8 260 188 48,769 48,769 63,400 80,000 A 50%50%40,000 40,000
<br />FF-210 Bonde Pipe Hydrant Lateral ROW 8 180 188 33,763 33,763 43,892 60,000 C 100%0%60,000 0
<br />FF-211 Bonde Pipe Monaco Dr From Monaco Ct to Puerto Vallarta 10 1,040 212 220,623 220,623 286,810 370,000 B 100%0%370,000 0
<br />FF-212 Bonde Pipe Puerto Vallarta From Dolores Dr to Bernal Ave 10 550 212 116,676 116,676 151,678 200,000 C 100%0%200,000 0
<br />Docusign Envelope ID: A2CEC78C-F0FD-4D4D-9F39-237EDFC2492E
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