Gilroy City Council
June 5, 2023

9.2 p. 171 of 794
City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
205 GAS TAX FUNDS 55 5500 2055500 51410 UTILITIES 243,302 236,025 281,202 281,202 289,638 298,327 205 GAS TAX FUNDS 55 5500 2055500 51620 AUDIT SERVICES 2,088 2,169 2,100 2,100 - - 205 GAS TAX FUNDS 55 5500 2055500 51630 CONTRACTUAL SERVICES 294,205 192,493 201,500 145,152 236,500 260,150 205 GAS TAX FUNDS 55 5500 2055500 52150 DEPARTMENT SUPPLIES - - - - - - 205 GAS TAX FUNDS 55 5500 2055500 52210 REPAIRS & MAINTENANCE 11,545 26,252 220,000 120,000 150,000 200,000 205 GAS TAX FUNDS 55 5500 2055500 53120 EQUIPMENT/FURNITURE - - - - - - 205 GAS TAX FUNDS 55 5500 2055500 53135 IMPROVEMENTS 441,453 (29,693) - - - - 205 GAS TAX FUNDS 55 5500 2055500 53142 CAPITAL IMPROVMENT PLAN - 431,381 4,762,234 4,512,657 1,034,120 1,191,573 205 GAS TAX FUNDS 55 5500 2055500 54110 INTERFUND TRANSFER OUT 107,363 357,363 107,363 107,363 99,863 99,863 205 GAS TAX FUNDS 55 5500 2055500 54150 OVERHEAD CHARGES - 1,054 1,087 1,087 54,425 56,721 205 GAS TAX FUNDS 55 5500 2055500 55130 CASH OVER SHORT - - - - - - GAS TAX FUNDS Total 1,099,957 1,217,044 5,575,486 5,169,561 1,864,546 2,106,634 210 ROAD FUND 55 5500 2105500 51620 AUDIT SERVICES - - - 200 - - 210 ROAD FUND 55 5500 2105500 51630 CONTRACTUAL SERVICES - - - - - - 210 ROAD FUND 55 5500 2105500 52210 REPAIRS & MAINTENANCE - - - - - - 210 ROAD FUND 55 5500 2105500 52610 PROGRAM EXPENSES 22,633 - - - 5,000 5,000 210 ROAD FUND 55 5500 2105500 53135 IMPROVEMENTS 2,112,732 - - - - - 210 ROAD FUND 55 5500 2105500 53142 CAPITAL IMPROVMENT PLAN - - 900,000 2,200,752 1,482,596 1,527,074 210 ROAD FUND 55 5500 2105500 54150 OVERHEAD CHARGES - - - - 17 18 ROAD FUND Total 2,135,365 - 900,000 2,200,952 1,487,613 1,532,092 212 MEASURE B 55 5500 2125500 51620 AUDIT SERVICES - - - - - - 212 MEASURE B 55 5500 2125500 52610 PROGRAM EXPENSES - 8,409 10,000 - - - 212 MEASURE B 55 5500 2125500 53142 CAPITAL IMPROVMENT PLAN - 53 900,000 1,800,000 900,000 4,500,000 212 MEASURE B 55 5500 2125500 54150 OVERHEAD CHARGES - - - - 468 488 MEASURE B Total - 8,462 910,000 1,800,000 900,468 4,500,488 215 TRANSPORT/MOBILITY GRANT FUND 55 5500 2155500 53135 IMPROVEMENTS 216,623 - - - - - 215 TRANSPORT/MOBILITY GRANT FUND 55 5500 2155500 53142 CAPITAL IMPROVMENT PLAN - - 1,788,500 - 402,600 1,399,153 215 TRANSPORT/MOBILITY GRANT FUND 55 5500 2155500 54150 OVERHEAD CHARGES - - - - 1,476 1,538 TRANSPORT/MOBILITY GRANT FUND Total 216,623 - 1,788,500 - 404,076 1,400,691 220 VEHICLE REGISTRATION FEE FUND 55 5500 2205500 51630 CONTRACTUAL SERVICES 25,000 - 25,000 - 25,000 25,000 220 VEHICLE REGISTRATION FEE FUND 55 5500 2205500 52210 REPAIRS & MAINTENANCE 146,330 7,905 - 972 30,000 - 220 VEHICLE REGISTRATION FEE FUND 55 5500 2205500 53135 IMPROVEMENTS 651,470 578 - - - - 220 VEHICLE REGISTRATION FEE FUND 55 5500 2205500 53142 CAPITAL IMPROVMENT PLAN - 14,499 1,036,498 170,000 230,000 240,500 220 VEHICLE REGISTRATION FEE FUND 55 5500 2205500 54150 OVERHEAD CHARGES - - - - 1,664 1,734 VEHICLE REGISTRATION FEE FUND Total 822,800 22,982 1,061,498 170,972 286,664 267,234 222 NEIGHBORHOOD SAFETY UNIT 30 3000 2223000 50120 WAGES/PART TIME - - - - - - 222 NEIGHBORHOOD SAFETY UNIT 30 3000 2223000 51510 PROFESSIONAL SUPPORT - - - - - - 222 NEIGHBORHOOD SAFETY UNIT 30 3000 2223000 51630 CONTRACTUAL SERVICES - - - - - - 222 NEIGHBORHOOD SAFETY UNIT 30 3000 2223000 52110 OFFICE/COMPUTER SUPPLIES - - - - - - 222 NEIGHBORHOOD SAFETY UNIT 30 3000 2223000 52610 PROGRAM EXPENSES - - - - 142,550 142,550 222 NEIGHBORHOOD SAFETY UNIT 30 3000 2223000 54110 INTERFUND TRANSFER OUT - - - - - - NEIGHBORHOOD SAFETY UNIT Total - - - - 142,550 142,550
223 OTS PD GRANT 30 3010 2233010 51510 PROFESSIONAL SUPPORT - - - - - - 223 OTS PD GRANT 30 3010 2233010 51630 CONTRACTUAL SERVICES - - - - - - 223 OTS PD GRANT 30 3010 2233010 52110 OFFICE/COMPUTER SUPPLIES - - - - - - 223 OTS PD GRANT 30 3010 2233010 52610 PROGRAM EXPENSES - - 95,000 47,864 21,503 - 223 OTS PD GRANT 30 3010 2233010 53120 EQUIPMENT/FURNITURE - - - - - - 223 OTS PD GRANT 30 3010 2233010 54110 INTERFUND TRANSFER OUT - - - - - - OTS PD GRANT Total - - 95,000 47,864 21,503 -
225 POLICE GRANTS FUND 30 3000 2253000 50110 SALARIES 145,677 147,712 154,471 148,654 - - 225 POLICE GRANTS FUND 30 3000 2253000 50114 EARNED LEAVE CASHOUT - - - - - - 225 POLICE GRANTS FUND 30 3000 2253000 50120 WAGES/PART TIME 31,282 52,769 76,500 2,000 - - 225 POLICE GRANTS FUND 30 3000 2253000 50130 OVERTIME 16,509 19,473 8,440 11,363 - - 225 POLICE GRANTS FUND 30 3000 2253000 50205 WORKERS COMP 6,287 7,115 7,156 7,156 - - 225 POLICE GRANTS FUND 30 3000 2253000 50210 RETIREMENT (FULL TIME) 59,270 62,802 30,831 29,681 - - 225 POLICE GRANTS FUND 30 3000 2253000 50212 DEFERRED COMPENSATION - - 360 - - - 225 POLICE GRANTS FUND 30 3000 2253000 50213 UAL RETIREMENT - - 52,100 52,100 - - 225 POLICE GRANTS FUND 30 3000 2253000 50215 RETIREMENT (PART TIME) 14 1,262 - 25 - - 225 POLICE GRANTS FUND 30 3000 2253000 50220 MEDICARE 2,441 2,063 2,383 2,420 - - 225 POLICE GRANTS FUND 30 3000 2253000 50225 HEALTH INSURANCE BENEFITS 25,185 26,644 31,324 31,133 - - 225 POLICE GRANTS FUND 30 3000 2253000 50230 LIFE INSURANCE BENEFITS 26 26 23 22 - - 225 POLICE GRANTS FUND 30 3000 2253000 50235 EMPLOYEE ASSISTANCE PROG 149 150 194 194 - -

9.2 p. 172 of 794
City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
225 POLICE GRANTS FUND 30 3000 2253000 50240 UNEMPLOYMENT INSURANCE 115 191 203 206 - - 225 POLICE GRANTS FUND 30 3000 2253000 50245 UNIFORM & TOOL ALLOWANCE 1,400 1,400 1,400 1,400 - - 225 POLICE GRANTS FUND 30 3000 2253000 50250 SAFETY DISABILITY INSURAN 367 397 408 408 - - 225 POLICE GRANTS FUND 30 3000 2253000 50255 MISC DISABILITY INSURANCE 127 - - - - - 225 POLICE GRANTS FUND 30 3000 2253000 50260 RETIREE MEDICAL - 978 2,700 - - - 225 POLICE GRANTS FUND 30 3000 2253000 50265 RMT BENEFIT - 150 2,700 2,700 - - 225 POLICE GRANTS FUND 30 3000 2253000 51510 PROFESSIONAL SUPPORT 284 - - - - - 225 POLICE GRANTS FUND 30 3000 2253000 51520 SUPPORT SERVICES - - - - - - 225 POLICE GRANTS FUND 30 3000 2253000 51630 CONTRACTUAL SERVICES 327,396 318,119 188,999 170,219 - - 225 POLICE GRANTS FUND 30 3000 2253000 52110 OFFICE/COMPUTER SUPPLIES 12,598 51,275 - 11,317 - - 225 POLICE GRANTS FUND 30 3000 2253000 52610 PROGRAM EXPENSES 98,942 244,156 460,381 89,816 - - 225 POLICE GRANTS FUND 30 3000 2253000 53120 EQUIPMENT/FURNITURE 42,270 19,166 - - - - 225 POLICE GRANTS FUND 30 3000 2253000 54110 INTERFUND TRANSFER OUT 197,168 315,673 154,388 160,407 100,000 100,000 225 POLICE GRANTS FUND 30 3000 2253000 55130 CASH OVER SHORT - - - - - - POLICE GRANTS FUND Total 967,507 1,271,520 1,174,961 721,222 100,000 100,000 226 FEDERAL ASSET SEIZURE 30 3000 2263000 53125 VEHICLES - - 150,000 150,000 - - FEDERAL ASSET SEIZURE Total - - 150,000 150,000 - -
227 SOUTH COUNTY YOUTH TASK FORCE 30 3000 2273000 50120 WAGES/PART TIME - - - - - - 227 SOUTH COUNTY YOUTH TASK FORCE 30 3000 2273000 51510 PROFESSIONAL SUPPORT - - - - - - 227 SOUTH COUNTY YOUTH TASK FORCE 30 3000 2273000 51630 CONTRACTUAL SERVICES - - - - - - 227 SOUTH COUNTY YOUTH TASK FORCE 30 3000 2273000 52110 OFFICE/COMPUTER SUPPLIES - - - - - - 227 SOUTH COUNTY YOUTH TASK FORCE 30 3000 2273000 52610 PROGRAM EXPENSES - - - - 634,602 364,678 227 SOUTH COUNTY YOUTH TASK FORCE 30 3000 2273000 54110 INTERFUND TRANSFER OUT - - - - - - SOUTH COUNTY YOUTH TASK FORCE Total - - - - 634,602 364,678 228 BRD STATE&COMM CORR TITLE II 30 3000 2283000 51630 CONTRACTUAL SERVICES - - 349,984 90,000 609,968 349,984 228 BRD STATE&COMM CORR TITLE II 30 3000 2283000 52610 PROGRAM EXPENSES - - - - - - BRD STATE&COMM CORR TITLE II Total - - 349,984 90,000 609,968 349,984 229 SPECIAL ENFORCEMENT OPS FUND 30 3000 2293000 52820 INVESTIGATIVE FND SPC ACT - - 2,000 - - - 229 SPECIAL ENFORCEMENT OPS FUND 30 3000 2293000 54130 FLEET SERVICE CHARGE 2,000 2,000 - - - - SPECIAL ENFORCEMENT OPS FUND Total 2,000 2,000 2,000 - - - 230 BEGIN LOAN FUND 40 4060 2304060 51620 AUDIT SERVICES - - - - - - 230 BEGIN LOAN FUND 40 4060 2304060 51630 CONTRACTUAL SERVICES - - - - - - 230 BEGIN LOAN FUND 40 4060 2304060 54110 INTERFUND TRANSFER OUT 126,529 - - - - - 230 BEGIN LOAN FUND 40 4060 2304060 55120 BAD DEBT EXPENSE - - - - - - 230 BEGIN LOAN FUND 40 4060 2304060 58155 REHAB LOANS - - - - - - BEGIN LOAN FUND Total 126,529 - - - - -
235 RESIDENTIAL DEV LOAN PROG FUND 40 4060 2354060 51310 LEGAL FEES - - - - - - 235 RESIDENTIAL DEV LOAN PROG FUND 40 4060 2354060 51510 PROFESSIONAL SUPPORT - - - - - - 235 RESIDENTIAL DEV LOAN PROG FUND 40 4060 2354060 51620 AUDIT SERVICES - - - - - - 235 RESIDENTIAL DEV LOAN PROG FUND 40 4060 2354060 51630 CONTRACTUAL SERVICES - - - - - - 235 RESIDENTIAL DEV LOAN PROG FUND 40 4060 2354060 52110 OFFICE/COMPUTER SUPPLIES - - - - - - 235 RESIDENTIAL DEV LOAN PROG FUND 40 4060 2354060 52210 REPAIRS & MAINTENANCE - - - - - - 235 RESIDENTIAL DEV LOAN PROG FUND 40 4060 2354060 54110 INTERFUND TRANSFER OUT - - - - - - 235 RESIDENTIAL DEV LOAN PROG FUND 40 4060 2354060 55120 BAD DEBT EXPENSE - - - - - - 235 RESIDENTIAL DEV LOAN PROG FUND 40 4060 2354060 57115 DEBT INTEREST - - - - - - 235 RESIDENTIAL DEV LOAN PROG FUND 40 4060 2354060 58155 REHAB LOANS - - - - - - RESIDENTIAL DEV LOAN PROG FUND Total - - - - - -
240 PROP 172 SALES TAX - P.S. FUND 30 3000 2403000 51620 AUDIT SERVICES 600 600 600 600 - - 240 PROP 172 SALES TAX - P.S. FUND 30 3000 2403000 51645 COUNTY BILLINGS 250,274 256,169 309,588 345,900 355,400 372,700 240 PROP 172 SALES TAX - P.S. FUND 30 3000 2403000 54110 INTERFUND TRANSFER OUT 37,520 - - - - - PROP 172 SALES TAX - P.S. FUND Total 288,394 256,769 310,188 346,500 355,400 372,700 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50110 SALARIES 69,923 48,847 91,900 54,323 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50114 EARNED LEAVE CASHOUT - - 1,273 854 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50120 WAGES/PART TIME - - - - - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50130 OVERTIME 982 411 - 1,410 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50150 OVERTIME MEALS - - - - - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50205 WORKERS COMP 262 171 297 297 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50210 RETIREMENT (FULL TIME) 39,468 15,767 7,457 5,118 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50212 DEFERRED COMPENSATION - - 238 154 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50213 UAL RETIREMENT - - 12,187 12,187 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50220 MEDICARE 2,084 777 1,033 779 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50225 HEALTH INSURANCE BENEFITS 19,373 7,316 7,440 5,124 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50230 LIFE INSURANCE BENEFITS 237 60 57 71 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50235 EMPLOYEE ASSISTANCE PROG 215 72 128 92 - -

9.2 p. 173 of 794
City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50240 UNEMPLOYMENT INSURANCE 101 86 114 93 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 50255 MISC DISABILITY INSURANCE 233 96 172 103 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 51310 LEGAL FEES - - - - - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 51510 PROFESSIONAL SUPPORT - 50 10,000 235 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 51610 ADVERTISING-PUBLICITY 5,638 390 2,500 1,289 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 51620 AUDIT SERVICES 3,421 3,933 3,933 3,933 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 51630 CONTRACTUAL SERVICES 108,715 69,422 114,500 71,830 54,000 54,000 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 52110 OFFICE/COMPUTER SUPPLIES - - - 100 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 52610 PROGRAM EXPENSES 583,957 - - - - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 53135 IMPROVEMENTS 252,791 - - - - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 53142 CAPITAL IMPROVMENT PLAN - 24,881 196,099 271,205 261,950 99,500 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 54110 INTERFUND TRANSFER OUT 41,674 34,768 38,452 38,452 56,999 56,999 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 54130 FLEET SERVICE CHARGE 105 111 - - - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 54140 FACILITY SERVICE CHARGE 12,357 16,355 11,594 11,594 - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 54145 INFO TECH SERVICE CHARGE 902 902 - - - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 54155 LIABILITY INSURANCE CHRGS 5,547 5,922 6,144 - - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 55120 BAD DEBT EXPENSE (30,600) - - - - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 58145 GRANTS - 167,419 308,727 248,500 275,952 157,952 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 58155 REHAB LOANS 30,000 - - - - - 245 COMMUNITY DEV BLOCK GRANT FUND 40 4060 2454060 58160 NON-PROFIT GRANTS 156,354 43,798 118,361 116,990 - - COMMUNITY DEV BLOCK GRANT FUND Total 1,303,737 441,553 932,606 844,732 648,901 368,451 250 HOUSING TRUST FUND 40 4060 2504060 50110 SALARIES 136,911 125,456 228,265 134,865 - - 250 HOUSING TRUST FUND 40 4060 2504060 50114 EARNED LEAVE CASHOUT - - 5,023 3,368 - - 250 HOUSING TRUST FUND 40 4060 2504060 50120 WAGES/PART TIME - - - - - - 250 HOUSING TRUST FUND 40 4060 2504060 50130 OVERTIME 421 959 - 3,290 - - 250 HOUSING TRUST FUND 40 4060 2504060 50150 OVERTIME MEALS - 20 - - - - 250 HOUSING TRUST FUND 40 4060 2504060 50205 WORKERS COMP 513 439 974 974 - - 250 HOUSING TRUST FUND 40 4060 2504060 50210 RETIREMENT (FULL TIME) 26,156 49,399 24,424 15,183 - - 250 HOUSING TRUST FUND 40 4060 2504060 50212 DEFERRED COMPENSATION - - 763 435 - - 250 HOUSING TRUST FUND 40 4060 2504060 50213 UAL RETIREMENT - - 39,916 39,916 - - 250 HOUSING TRUST FUND 40 4060 2504060 50215 RETIREMENT (PART TIME) 52 - - - - - 250 HOUSING TRUST FUND 40 4060 2504060 50220 MEDICARE 1,381 2,431 3,387 2,342 - - 250 HOUSING TRUST FUND 40 4060 2504060 50225 HEALTH INSURANCE BENEFITS 8,303 24,107 23,897 14,762 - - 250 HOUSING TRUST FUND 40 4060 2504060 50230 LIFE INSURANCE BENEFITS 107 148 282 207 - - 250 HOUSING TRUST FUND 40 4060 2504060 50235 EMPLOYEE ASSISTANCE PROG 117 211 412 271 - - 250 HOUSING TRUST FUND 40 4060 2504060 50240 UNEMPLOYMENT INSURANCE 67 272 374 294 - - 250 HOUSING TRUST FUND 40 4060 2504060 50255 MISC DISABILITY INSURANCE 140 297 581 310 - - 250 HOUSING TRUST FUND 40 4060 2504060 51310 LEGAL FEES 1,801 - 3,000 - 3,000 3,000 250 HOUSING TRUST FUND 40 4060 2504060 51510 PROFESSIONAL SUPPORT - - - 86 30 30 250 HOUSING TRUST FUND 40 4060 2504060 51610 ADVERTISING-PUBLICITY 484 - 100 - 2,800 2,800 250 HOUSING TRUST FUND 40 4060 2504060 51620 AUDIT SERVICES 600 600 600 600 - - 250 HOUSING TRUST FUND 40 4060 2504060 51630 CONTRACTUAL SERVICES 210,144 253,023 679,052 608,281 93,600 93,600 250 HOUSING TRUST FUND 40 4060 2504060 52110 OFFICE/COMPUTER SUPPLIES - - 750 750 750 750 250 HOUSING TRUST FUND 40 4060 2504060 52520 ADMINISTRATIVE FEES - - - - - - 250 HOUSING TRUST FUND 40 4060 2504060 52610 PROGRAM EXPENSES - 100 - - - - 250 HOUSING TRUST FUND 40 4060 2504060 54110 INTERFUND TRANSFER OUT - - - - 164,104 177,815 250 HOUSING TRUST FUND 40 4060 2504060 54140 FACILITY SERVICE CHARGE 14,813 19,371 13,523 13,523 - - 250 HOUSING TRUST FUND 40 4060 2504060 54150 OVERHEAD CHARGES - 323 333 333 - - 250 HOUSING TRUST FUND 40 4060 2504060 55120 BAD DEBT EXPENSE 3,273 - - - - - 250 HOUSING TRUST FUND 40 4060 2504060 55130 CASH OVER SHORT - - - - - - 250 HOUSING TRUST FUND 40 4060 2504060 57115 DEBT INTEREST - - - - - - 250 HOUSING TRUST FUND 40 4060 2504060 57130 LEASE PRINCIPAL - - - - - - 250 HOUSING TRUST FUND 40 4060 2504060 57135 LEASE INTEREST - - - - - - 250 HOUSING TRUST FUND 40 4060 2504060 58145 GRANTS 98,800 159,332 100,000 - - - 250 HOUSING TRUST FUND 40 4060 2504060 58155 REHAB LOANS - - - - - - 250 HOUSING TRUST FUND 40 4060 2504060 58160 NON-PROFIT GRANTS 20,000 - - - - - HOUSING TRUST FUND Total 524,084 636,488 1,125,657 839,789 264,284 277,995 255 LOS ARROYOS FUND 40 4060 2554060 51630 CONTRACTUAL SERVICES - - 101,000 98,400 86,400 86,400 255 LOS ARROYOS FUND 40 4060 2554060 52520 ADMINISTRATIVE FEES - - - - - - 255 LOS ARROYOS FUND 40 4060 2554060 52610 PROGRAM EXPENSES - - - - - - 255 LOS ARROYOS FUND 40 4060 2554060 58155 REHAB LOANS - - - - - - LOS ARROYOS FUND Total - - 101,000 98,400 86,400 86,400

9.2 p. 174 of 794
City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
260 COMM FACILITIES DISTRICT FUND 55 5500 2605500 51310 LEGAL FEES - - - - - - 260 COMM FACILITIES DISTRICT FUND 55 5500 2605500 51410 UTILITIES 30,788 73,992 62,146 32,655 60,000 60,000 260 COMM FACILITIES DISTRICT FUND 55 5500 2605500 51625 CONSULTANTS 8,293 3,753 9,961 7,050 10,000 10,000 260 COMM FACILITIES DISTRICT FUND 55 5500 2605500 51630 CONTRACTUAL SERVICES 307,266 303,459 305,500 296,433 350,000 350,000 260 COMM FACILITIES DISTRICT FUND 55 5500 2605500 52210 REPAIRS & MAINTENANCE - - - - - - 260 COMM FACILITIES DISTRICT FUND 55 5500 2605500 52610 PROGRAM EXPENSES - - 45,000 - 45,000 45,000 260 COMM FACILITIES DISTRICT FUND 55 5500 2605500 54150 OVERHEAD CHARGES - 652 671 671 20,164 21,015 COMM FACILITIES DISTRICT FUND Total 346,347 381,855 423,278 336,809 485,164 486,015 265 BEGIN REUSE FUND 40 4060 2654060 52520 ADMINISTRATIVE FEES - - - - - - 265 BEGIN REUSE FUND 40 4060 2654060 54110 INTERFUND TRANSFER OUT 18,664 - - - - - BEGIN REUSE FUND Total 18,664 - - - - -
270 CALHOME FUND 40 4060 2704060 52520 ADMINISTRATIVE FEES - - - - - - 270 CALHOME FUND 40 4060 2704060 58155 REHAB LOANS - - - - - - CALHOME FUND Total - - - - - -
275 FIRE SPECIAL GRANTS FUND 35 3500 2753500 51510 PROFESSIONAL SUPPORT - - - - - - 275 FIRE SPECIAL GRANTS FUND 35 3500 2753500 52110 OFFICE/COMPUTER SUPPLIES - - - - - - 275 FIRE SPECIAL GRANTS FUND 35 3500 2753500 52610 PROGRAM EXPENSES - - - - - - FIRE SPECIAL GRANTS FUND Total - - - - - -
280 GOLF COURSE FUND 45 4500 2804500 51630 CONTRACTUAL SERVICES - - - - - - 280 GOLF COURSE FUND 45 4500 2804500 55130 CASH OVER SHORT - - - - - - GOLF COURSE FUND Total - - - - - -
290 RECREATION FUND 50 5000 2905000 50110 SALARIES 465,454 395,065 445,827 410,073 499,118 526,420 290 RECREATION FUND 50 5000 2905000 50114 EARNED LEAVE CASHOUT - - 6,288 - - - 290 RECREATION FUND 50 5000 2905000 50120 WAGES/PART TIME - 2,225 - 43,189 - - 290 RECREATION FUND 50 5000 2905000 50130 OVERTIME 2,749 1,937 - 608 - - 290 RECREATION FUND 50 5000 2905000 50150 OVERTIME MEALS - - - - - - 290 RECREATION FUND 50 5000 2905000 50205 WORKERS COMP 1,744 1,405 7,666 7,666 10,265 10,560 290 RECREATION FUND 50 5000 2905000 50210 RETIREMENT (FULL TIME) 202,105 122,130 47,703 45,876 59,468 60,996 290 RECREATION FUND 50 5000 2905000 50212 DEFERRED COMPENSATION - 15 1,620 1,157 1,440 1,440 290 RECREATION FUND 50 5000 2905000 50213 UAL RETIREMENT - - 77,961 77,961 77,284 82,280 290 RECREATION FUND 50 5000 2905000 50215 RETIREMENT (PART TIME) 401 - - 365 - - 290 RECREATION FUND 50 5000 2905000 50220 MEDICARE 10,666 6,073 6,562 7,030 7,241 7,635 290 RECREATION FUND 50 5000 2905000 50225 HEALTH INSURANCE BENEFITS 135,998 77,002 106,213 90,261 130,345 130,345 290 RECREATION FUND 50 5000 2905000 50230 LIFE INSURANCE BENEFITS 1,088 579 712 684 827 855 290 RECREATION FUND 50 5000 2905000 50235 EMPLOYEE ASSISTANCE PROG 1,263 659 874 825 971 990 290 RECREATION FUND 50 5000 2905000 50240 UNEMPLOYMENT INSURANCE 521 570 744 754 793 822 290 RECREATION FUND 50 5000 2905000 50255 MISC DISABILITY INSURANCE 1,534 838 1,068 968 1,137 1,137 290 RECREATION FUND 50 5000 2905000 50260 RETIREE MEDICAL - 1,304 2,400 1,508 - - 290 RECREATION FUND 50 5000 2905000 50270 CONTRA PERSONNEL EXPENSE - - - - - - 290 RECREATION FUND 50 5000 2905000 51110 EMPLOYEE TRAINING - - - - 2,300 2,500 290 RECREATION FUND 50 5000 2905000 51120 EMPLOYEE TRAVEL, FOOD,LODGE - - - - 5,200 4,200 290 RECREATION FUND 50 5000 2905000 51410 UTILITIES - - - - - - 290 RECREATION FUND 50 5000 2905000 51420 TELECOMMUNICATIONS 190 (152) - - - - 290 RECREATION FUND 50 5000 2905000 51510 PROFESSIONAL SUPPORT 2,995 3,561 6,500 1,700 1,860 1,953 290 RECREATION FUND 50 5000 2905000 51530 MEETING EXPENSES - - - - - - 290 RECREATION FUND 50 5000 2905000 51610 ADVERTISING-PUBLICITY 21,567 27,525 43,988 26,000 36,050 38,574 290 RECREATION FUND 50 5000 2905000 51620 AUDIT SERVICES 2,500 2,500 2,500 2,500 - - 290 RECREATION FUND 50 5000 2905000 51630 CONTRACTUAL SERVICES 69,097 124,980 119,395 303,750 419,231 529,593 290 RECREATION FUND 50 5000 2905000 51632 CONTRACT CLASSES - - - - - - 290 RECREATION FUND 50 5000 2905000 52110 OFFICE/COMPUTER SUPPLIES 3,779 4,036 3,500 3,500 3,500 3,750 290 RECREATION FUND 50 5000 2905000 52210 REPAIRS & MAINTENANCE - - - - - - 290 RECREATION FUND 50 5000 2905000 52610 PROGRAM EXPENSES 646 738 2,000 - 1,500 1,750 290 RECREATION FUND 50 5000 2905000 53120 EQUIPMENT/FURNITURE 2,835 - - - - - 290 RECREATION FUND 50 5000 2905000 54130 FLEET SERVICE CHARGE 10,939 11,840 4,720 4,720 6,150 6,259 290 RECREATION FUND 50 5000 2905000 54135 EQUIPMENT SERVICE CHARGE 17,204 - - - - - 290 RECREATION FUND 50 5000 2905000 54140 FACILITY SERVICE CHARGE 161,446 - 133,658 - - - 290 RECREATION FUND 50 5000 2905000 54145 INFO TECH SERVICE CHARGE 24,435 26,405 16,632 35,683 45,249 43,811 290 RECREATION FUND 50 5000 2905000 54150 OVERHEAD CHARGES 71,210 154,584 159,222 159,222 - - 290 RECREATION FUND 50 5000 2905000 54155 LIABILITY INSURANCE CHRGS 35,748 38,164 39,597 - - - 290 RECREATION FUND 50 5000 2905000 55130 CASH OVER SHORT - - - - - - 290 RECREATION FUND 50 5010 2905010 50120 WAGES/PART TIME 8,332 11,243 26,036 15,000 30,310 31,938 290 RECREATION FUND 50 5010 2905010 50130 OVERTIME - - - - - - 290 RECREATION FUND 50 5010 2905010 50205 WORKERS COMP 177 183 - - - - 290 RECREATION FUND 50 5010 2905010 50215 RETIREMENT (PART TIME) 63 415 716 110 682 719

9.2 p. 175 of 794
City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
290 RECREATION FUND 50 5010 2905010 50220 MEDICARE - 15 378 123 439 463 290 RECREATION FUND 50 5010 2905010 50240 UNEMPLOYMENT INSURANCE - - - - - - 290 RECREATION FUND 50 5010 2905010 52110 OFFICE/COMPUTER SUPPLIES - - - - - - 290 RECREATION FUND 50 5010 2905010 52610 PROGRAM EXPENSES 593 1,792 5,101 4,500 5,254 5,412 290 RECREATION FUND 50 5015 2905015 50120 WAGES/PART TIME 14 8,176 10,939 13,000 13,400 14,070 290 RECREATION FUND 50 5015 2905015 50130 OVERTIME - - - - - - 290 RECREATION FUND 50 5015 2905015 50205 WORKERS COMP - 138 - - - - 290 RECREATION FUND 50 5015 2905015 50215 RETIREMENT (PART TIME) 67 220 301 193 302 317 290 RECREATION FUND 50 5015 2905015 50220 MEDICARE - 13 159 215 194 204 290 RECREATION FUND 50 5015 2905015 51630 CONTRACTUAL SERVICES - - - - - - 290 RECREATION FUND 50 5015 2905015 52610 PROGRAM EXPENSES - 185 - 1,000 1,000 1,000 290 RECREATION FUND 50 5020 2905020 50120 WAGES/PART TIME 743 9,721 18,459 19,000 23,439 25,350 290 RECREATION FUND 50 5020 2905020 50130 OVERTIME - - - - - - 290 RECREATION FUND 50 5020 2905020 50205 WORKERS COMP 16 151 - - - - 290 RECREATION FUND 50 5020 2905020 50215 RETIREMENT (PART TIME) 78 323 508 250 527 570 290 RECREATION FUND 50 5020 2905020 50220 MEDICARE - 9 268 278 340 368 290 RECREATION FUND 50 5020 2905020 50240 UNEMPLOYMENT INSURANCE - - - - - - 290 RECREATION FUND 50 5020 2905020 51630 CONTRACTUAL SERVICES - 8,263 - - - - 290 RECREATION FUND 50 5020 2905020 52110 OFFICE/COMPUTER SUPPLIES - - - - - - 290 RECREATION FUND 50 5020 2905020 52610 PROGRAM EXPENSES 3,243 5,126 8,000 8,000 14,385 15,104 290 RECREATION FUND 50 5020 2905020 53120 EQUIPMENT/FURNITURE - - 10,000 10,000 - - 290 RECREATION FUND 50 5020 2905020 54140 FACILITY SERVICE CHARGE 162,358 - 140,411 - - - 290 RECREATION FUND 50 5020 2905020 54145 INFO TECH SERVICE CHARGE 11,630 13,567 16,359 - - - 290 RECREATION FUND 50 5025 2905025 51630 CONTRACTUAL SERVICES 12,000 12,250 12,950 12,875 25,750 26,522 290 RECREATION FUND 50 5025 2905025 52610 PROGRAM EXPENSES 1,050 1,300 - - 2,310 2,379 290 RECREATION FUND 50 5030 2905030 50120 WAGES/PART TIME 65,411 12,226 74,160 60,000 77,700 81,585 290 RECREATION FUND 50 5030 2905030 50130 OVERTIME - 144 - - - - 290 RECREATION FUND 50 5030 2905030 50205 WORKERS COMP 1,385 816 - - - - 290 RECREATION FUND 50 5030 2905030 50215 RETIREMENT (PART TIME) - 1,360 2,039 565 1,748 1,836 290 RECREATION FUND 50 5030 2905030 50220 MEDICARE - 33 1,075 630 1,127 1,183 290 RECREATION FUND 50 5030 2905030 50240 UNEMPLOYMENT INSURANCE - - - - - - 290 RECREATION FUND 50 5030 2905030 51630 CONTRACTUAL SERVICES 207 - - - - - 290 RECREATION FUND 50 5030 2905030 52110 OFFICE/COMPUTER SUPPLIES 6 - - 200 - - 290 RECREATION FUND 50 5030 2905030 52210 REPAIRS & MAINTENANCE 16,500 16,500 16,500 16,500 16,500 16,500 290 RECREATION FUND 50 5030 2905030 52610 PROGRAM EXPENSES 13,920 15,563 12,656 12,500 26,500 27,295 290 RECREATION FUND 50 5030 2905030 53120 EQUIPMENT/FURNITURE - - - - - - 290 RECREATION FUND 50 5030 2905030 54140 FACILITY SERVICE CHARGE 2,111 - 1,976 - - - 290 RECREATION FUND 50 5035 2905035 51630 CONTRACTUAL SERVICES 102,852 272,632 211,358 300,000 315,000 330,750 290 RECREATION FUND 50 5035 2905035 52610 PROGRAM EXPENSES 413 344 7,420 13,100 4,000 4,200 290 RECREATION FUND 50 5040 2905040 50120 WAGES/PART TIME 12,801 48,278 61,615 55,000 60,866 63,292 290 RECREATION FUND 50 5040 2905040 50130 OVERTIME - - - - - - 290 RECREATION FUND 50 5040 2905040 50205 WORKERS COMP 271 792 - - - - 290 RECREATION FUND 50 5040 2905040 50215 RETIREMENT (PART TIME) 135 1,190 1,694 630 1,369 1,424 290 RECREATION FUND 50 5040 2905040 50220 MEDICARE - 59 893 703 883 918 290 RECREATION FUND 50 5040 2905040 50240 UNEMPLOYMENT INSURANCE - - - - - - 290 RECREATION FUND 50 5040 2905040 51630 CONTRACTUAL SERVICES - - - - - - 290 RECREATION FUND 50 5040 2905040 52110 OFFICE/COMPUTER SUPPLIES - - - - - - 290 RECREATION FUND 50 5040 2905040 52610 PROGRAM EXPENSES - 1,220 1,000 - 1,155 1,213 290 RECREATION FUND 50 5050 2905050 50120 WAGES/PART TIME - - - - - - 290 RECREATION FUND 50 5050 2905050 50205 WORKERS COMP - - - - - - 290 RECREATION FUND 50 5050 2905050 51630 CONTRACTUAL SERVICES - - - - - - 290 RECREATION FUND 50 5050 2905050 52110 OFFICE/COMPUTER SUPPLIES - - - - - - 290 RECREATION FUND 50 5050 2905050 52610 PROGRAM EXPENSES 112 751 2,240 1,200 2,500 2,500 290 RECREATION FUND 50 5055 2905055 50120 WAGES/PART TIME - - - - - - 290 RECREATION FUND 50 5055 2905055 50130 OVERTIME - - - - - - 290 RECREATION FUND 50 5055 2905055 50215 RETIREMENT (PART TIME) 110 - - - - -

9.2 p. 176 of 794
City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
290 RECREATION FUND 50 5055 2905055 51510 PROFESSIONAL SUPPORT - - - - - - 290 RECREATION FUND 50 5055 2905055 51630 CONTRACTUAL SERVICES - - - - - - 290 RECREATION FUND 50 5055 2905055 52210 REPAIRS & MAINTENANCE - - 37,596 37,596 37,596 37,596 290 RECREATION FUND 50 5055 2905055 52610 PROGRAM EXPENSES 696 74 1,000 1,000 1,000 1,000 290 RECREATION FUND 50 5055 2905055 54140 FACILITY SERVICE CHARGE 3,420 - 53,054 - - - 290 RECREATION FUND 50 5060 2905060 50120 WAGES/PART TIME 3,943 3,106 8,430 - 10,900 23,920 290 RECREATION FUND 50 5060 2905060 50130 OVERTIME - 143 - - - - 290 RECREATION FUND 50 5060 2905060 50205 WORKERS COMP 84 52 - - - - 290 RECREATION FUND 50 5060 2905060 50215 RETIREMENT (PART TIME) 162 157 232 - 245 538 290 RECREATION FUND 50 5060 2905060 50220 MEDICARE - - 122 - 158 347 290 RECREATION FUND 50 5060 2905060 50240 UNEMPLOYMENT INSURANCE - - - - - - 290 RECREATION FUND 50 5060 2905060 51630 CONTRACTUAL SERVICES - - - - 1,500 2,000 290 RECREATION FUND 50 5060 2905060 52110 OFFICE/COMPUTER SUPPLIES - - - - - - 290 RECREATION FUND 50 5060 2905060 52610 PROGRAM EXPENSES 639 124 2,588 - 6,200 15,100 290 RECREATION FUND 50 5070 2905070 50120 WAGES/PART TIME 2,071 7,069 12,195 12,000 3,500 3,700 290 RECREATION FUND 50 5070 2905070 50205 WORKERS COMP 44 100 - - - - 290 RECREATION FUND 50 5070 2905070 50215 RETIREMENT (PART TIME) 75 145 336 162 79 83 290 RECREATION FUND 50 5070 2905070 50220 MEDICARE - 9 177 180 51 54 290 RECREATION FUND 50 5070 2905070 51630 CONTRACTUAL SERVICES - - - - - - 290 RECREATION FUND 50 5070 2905070 52610 PROGRAM EXPENSES 159 654 1,500 3,300 2,500 2,625 290 RECREATION FUND 50 5080 2905080 51510 PROFESSIONAL SUPPORT 2,172 1,098 1,800 1,800 1,800 1,800 290 RECREATION FUND 50 5080 2905080 51630 CONTRACTUAL SERVICES - 350 472 472 472 472 290 RECREATION FUND 50 5080 2905080 54140 FACILITY SERVICE CHARGE 26,098 - 78,866 - - - 290 RECREATION FUND 50 5080 2905080 54145 INFO TECH SERVICE CHARGE 1,227 1,389 1,363 - - - RECREATION FUND Total 1,705,501 1,463,448 2,082,291 1,828,082 2,003,609 2,202,214 293 OPIOID SETTLEMENT 10 1000 2931000 51630 CONTRACTUAL SERVICES - - - - - - 293 OPIOID SETTLEMENT 10 1000 2931000 52610 PROGRAM EXPENSES - - - - - - OPIOID SETTLEMENT Total - - - - - -
400 CAPITAL PROJECT FUND 35 3500 4003500 53120 EQUIPMENT/FURNITURE - 12,091 - - - - 400 CAPITAL PROJECT FUND 35 3500 4003500 53135 IMPROVEMENTS - 9,375 - - - - 400 CAPITAL PROJECT FUND 35 3500 4003500 53142 CAPITAL IMPROVMENT PLAN - - 461,890 17,310 444,580 - 400 CAPITAL PROJECT FUND 55 5500 4005500 52210 REPAIRS & MAINTENANCE (35,269) - - - - - 400 CAPITAL PROJECT FUND 55 5500 4005500 53110 LAND 2,523 1,033 - 115 - - 400 CAPITAL PROJECT FUND 55 5500 4005500 53135 IMPROVEMENTS 269,562 149,647 - 315 - - 400 CAPITAL PROJECT FUND 55 5500 4005500 53142 CAPITAL IMPROVMENT PLAN - 116,975 2,342,456 2,685,536 840,225 2,673,571 400 CAPITAL PROJECT FUND 55 5500 4005500 54110 INTERFUND TRANSFER OUT - 63,502 - - - - 400 CAPITAL PROJECT FUND 55 5500 4005500 54150 OVERHEAD CHARGES - - - - 247 257 CAPITAL PROJECT FUND Total 236,816 352,623 2,804,346 2,703,276 1,285,052 2,673,828 405 GILROY COMMUNITY LIBRARY FUND 20 2010 4052010 51620 AUDIT SERVICES - - - - - - 405 GILROY COMMUNITY LIBRARY FUND 20 2010 4052010 51630 CONTRACTUAL SERVICES - - - - - - 405 GILROY COMMUNITY LIBRARY FUND 20 2010 4052010 53135 IMPROVEMENTS - - - - - - 405 GILROY COMMUNITY LIBRARY FUND 20 2010 4052010 53142 CAPITAL IMPROVMENT PLAN - - - - - - 405 GILROY COMMUNITY LIBRARY FUND 20 2010 4052010 54110 INTERFUND TRANSFER OUT - - - - - - GILROY COMMUNITY LIBRARY FUND Total - - - - - -
410 STORM DRAIN DEVELOPMENT FUND 55 5500 4105500 51630 CONTRACTUAL SERVICES 46,199 39,435 5,000 5,000 31,100 6,050 410 STORM DRAIN DEVELOPMENT FUND 55 5500 4105500 53135 IMPROVEMENTS - - - - - - 410 STORM DRAIN DEVELOPMENT FUND 55 5500 4105500 53142 CAPITAL IMPROVMENT PLAN - - 394,357 514,000 231,827 230,811 410 STORM DRAIN DEVELOPMENT FUND 55 5500 4105500 54150 OVERHEAD CHARGES 2,588 188 194 194 730 760 STORM DRAIN DEVELOPMENT FUND Total 48,787 39,623 399,551 519,194 263,657 237,621 415 UTILITY UNDERGROUNDING FUND 55 5500 4155500 51630 CONTRACTUAL SERVICES - - - - - - 415 UTILITY UNDERGROUNDING FUND 55 5500 4155500 54110 INTERFUND TRANSFER OUT 8,119 8 - - - - 415 UTILITY UNDERGROUNDING FUND 55 5500 4155500 54150 OVERHEAD CHARGES - - - - - - UTILITY UNDERGROUNDING FUND Total 8,119 8 - - - -
418 BANS REFINANCE SER 2009 55 5500 4185500 54110 INTERFUND TRANSFER OUT - 34,968 - - - - BANS REFINANCE SER 2009 Total - 34,968 - - - -
420 STREET TREE DEVELOPMENT FUND 55 5500 4205500 51630 CONTRACTUAL SERVICES - - - - - - 420 STREET TREE DEVELOPMENT FUND 55 5500 4205500 52610 PROGRAM EXPENSES - - 5,000 - 2,000 2,000 420 STREET TREE DEVELOPMENT FUND 55 5500 4205500 54150 OVERHEAD CHARGES - - - - 238 248 STREET TREE DEVELOPMENT FUND Total - - 5,000 - 2,238 2,248

9.2 p. 177 of 794
City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
422 STORMWATER MNGMT 55 5500 4225500 51620 AUDIT SERVICES - - - - - - 422 STORMWATER MNGMT 55 5500 4225500 51630 CONTRACTUAL SERVICES - - - - - - 422 STORMWATER MNGMT 55 5500 4225500 52210 REPAIRS & MAINTENANCE - - - - - - 422 STORMWATER MNGMT 55 5500 4225500 53110 LAND - - - - - - 422 STORMWATER MNGMT 55 5500 4225500 53135 IMPROVEMENTS - - - - - - 422 STORMWATER MNGMT 55 5500 4225500 53142 CAPITAL IMPROVMENT PLAN - - - - - - 422 STORMWATER MNGMT 55 5500 4225500 54110 INTERFUND TRANSFER OUT - - - - - - STORMWATER MNGMT Total - - - - - -
425 TRAFFIC IMPACT FUND 55 5500 4255500 50310 APPAREL, BOOTS, PPE - - 225 - - - 425 TRAFFIC IMPACT FUND 55 5500 4255500 51510 PROFESSIONAL SUPPORT - - 2,500 - 2,500 2,500 425 TRAFFIC IMPACT FUND 55 5500 4255500 51620 AUDIT SERVICES 3,200 2,500 2,500 2,500 - - 425 TRAFFIC IMPACT FUND 55 5500 4255500 51630 CONTRACTUAL SERVICES 5,240 4,111 401,649 402,149 287,100 6,050 425 TRAFFIC IMPACT FUND 55 5500 4255500 52110 OFFICE/COMPUTER SUPPLIES - - 200 544 300 400 425 TRAFFIC IMPACT FUND 55 5500 4255500 53135 IMPROVEMENTS 2,061,922 1,548,617 2,456,373 3,802,766 - - 425 TRAFFIC IMPACT FUND 55 5500 4255500 53142 CAPITAL IMPROVMENT PLAN - 312,473 1,092,132 3,416,201 2,913,050 8,660,209 425 TRAFFIC IMPACT FUND 55 5500 4255500 54150 OVERHEAD CHARGES 115,964 26 26 26 9,497 9,898 TRAFFIC IMPACT FUND Total 2,186,326 1,867,726 3,955,605 7,624,186 3,212,447 8,679,057 430 SEWER DEVELOPMENT FUND 55 5500 4305500 50310 APPAREL, BOOTS, PPE - - 113 113 1,500 1,500 430 SEWER DEVELOPMENT FUND 55 5500 4305500 51510 PROFESSIONAL SUPPORT - - 2,500 - 2,500 2,500 430 SEWER DEVELOPMENT FUND 55 5500 4305500 51620 AUDIT SERVICES 600 2,500 2,500 2,500 - - 430 SEWER DEVELOPMENT FUND 55 5500 4305500 51630 CONTRACTUAL SERVICES 46,199 39,435 5,000 5,000 43,900 6,050 430 SEWER DEVELOPMENT FUND 55 5500 4305500 52110 OFFICE/COMPUTER SUPPLIES - - 200 - 5,000 5,000 430 SEWER DEVELOPMENT FUND 55 5500 4305500 53135 IMPROVEMENTS - - - - - - 430 SEWER DEVELOPMENT FUND 55 5500 4305500 53142 CAPITAL IMPROVMENT PLAN - - - - 1,100,226 1,411,972 430 SEWER DEVELOPMENT FUND 55 5500 4305500 54110 INTERFUND TRANSFER OUT 2,020,945 708,865 2,556,800 1,533,500 2,244,000 2,244,400 430 SEWER DEVELOPMENT FUND 55 5500 4305500 54113 TRF OUT SCRWA CONSTRUCTION - - - - - - 430 SEWER DEVELOPMENT FUND 55 5500 4305500 54114 TRF OUT SCRWA CIP - - - - - - 430 SEWER DEVELOPMENT FUND 55 5500 4305500 54150 OVERHEAD CHARGES 702 14,082 14,505 14,505 801 835 SEWER DEVELOPMENT FUND Total 2,068,446 764,882 2,581,618 1,555,618 3,397,927 3,672,257 435 WATER DEVELOPMENT FUND 55 5500 4355500 50310 APPAREL, BOOTS, PPE - - - - 1,500 1,500 435 WATER DEVELOPMENT FUND 55 5500 4355500 51510 PROFESSIONAL SUPPORT - - 2,500 - 2,500 2,500 435 WATER DEVELOPMENT FUND 55 5500 4355500 51620 AUDIT SERVICES 600 600 600 600 - - 435 WATER DEVELOPMENT FUND 55 5500 4355500 51630 CONTRACTUAL SERVICES 47,389 39,434 5,000 5,000 5,500 6,050 435 WATER DEVELOPMENT FUND 55 5500 4355500 52110 OFFICE/COMPUTER SUPPLIES - - - - - - 435 WATER DEVELOPMENT FUND 55 5500 4355500 53110 LAND - - - - - - 435 WATER DEVELOPMENT FUND 55 5500 4355500 53135 IMPROVEMENTS - - - - - - 435 WATER DEVELOPMENT FUND 55 5500 4355500 53142 CAPITAL IMPROVMENT PLAN - 16,020 3,193,029 562,145 3,550,800 - 435 WATER DEVELOPMENT FUND 55 5500 4355500 54110 INTERFUND TRANSFER OUT - - - - - - 435 WATER DEVELOPMENT FUND 55 5500 4355500 54150 OVERHEAD CHARGES 720 6 6 6 945 985 WATER DEVELOPMENT FUND Total 48,709 56,060 3,201,135 567,751 3,561,245 11,035 440 PUBLIC FACILITIES IMPACT FUND 55 5500 4405500 50310 APPAREL, BOOTS, PPE - - - - 1,500 1,500 440 PUBLIC FACILITIES IMPACT FUND 55 5500 4405500 51620 AUDIT SERVICES 2,500 2,500 2,500 2,500 - - 440 PUBLIC FACILITIES IMPACT FUND 55 5500 4405500 51630 CONTRACTUAL SERVICES 5,727 28,426 7,500 7,500 233,250 9,075 440 PUBLIC FACILITIES IMPACT FUND 55 5500 4405500 52110 OFFICE/COMPUTER SUPPLIES - - - - - - 440 PUBLIC FACILITIES IMPACT FUND 55 5500 4405500 53120 EQUIPMENT/FURNITURE - - - - - - 440 PUBLIC FACILITIES IMPACT FUND 55 5500 4405500 53125 VEHICLES - - - - - - 440 PUBLIC FACILITIES IMPACT FUND 55 5500 4405500 53130 BUILDINGS - - - - - - 440 PUBLIC FACILITIES IMPACT FUND 55 5500 4405500 53135 IMPROVEMENTS (258) - - - - - 440 PUBLIC FACILITIES IMPACT FUND 55 5500 4405500 53142 CAPITAL IMPROVMENT PLAN - - - - 13,888,793 13,441,107 440 PUBLIC FACILITIES IMPACT FUND 55 5500 4405500 54110 INTERFUND TRANSFER OUT 3,591,375 3,182,644 3,872,081 3,872,081 3,729,591 3,758,264 440 PUBLIC FACILITIES IMPACT FUND 55 5500 4405500 54150 OVERHEAD CHARGES 461 - - - 15,532 16,187 440 PUBLIC FACILITIES IMPACT FUND 55 5500 4405500 58125 INTERFUND INTEREST EXPENS 91,343 79,971 58,858 58,858 - - PUBLIC FACILITIES IMPACT FUND Total 3,691,147 3,293,541 3,940,939 3,940,939 17,868,666 17,226,133

9.2 p. 178 of 794
City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50110 SALARIES - - 201,600 - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50114 EARNED LEAVE CASHOUT - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50120 WAGES/PART TIME - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50130 OVERTIME - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50205 WORKERS COMP - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50210 RETIREMENT (FULL TIME) - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50212 DEFERRED COMPENSATION - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50213 UAL RETIREMENT - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50215 RETIREMENT (PART TIME) - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50220 MEDICARE - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50225 HEALTH INSURANCE BENEFITS - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50230 LIFE INSURANCE BENEFITS - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50235 EMPLOYEE ASSISTANCE PROG - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50240 UNEMPLOYMENT INSURANCE - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50245 UNIFORM & TOOL ALLOWANCE - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 50255 MISC DISABILITY INSURANCE - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 51630 CONTRACTUAL SERVICES - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 53135 IMPROVEMENTS - - - - - - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 53142 CAPITAL IMPROVMENT PLAN - - 3,759,165 378,000 3,582,765 - 487 DOWNTOWN BEAUTIFICATION 55 5500 4875500 54110 INTERFUND TRANSFER OUT - - - - - - DOWNTOWN BEAUTIFICATION Total - - 3,960,765 378,000 3,582,765 - 500 GILROY COM LIBRARY DS FUND 20 2010 5002010 51620 AUDIT SERVICES 600 600 600 600 - - 500 GILROY COM LIBRARY DS FUND 20 2010 5002010 51630 CONTRACTUAL SERVICES 6,080 5,135 - 4,890 5,135 5,392 500 GILROY COM LIBRARY DS FUND 20 2010 5002010 54150 OVERHEAD CHARGES - - - - 1,042 1,086 500 GILROY COM LIBRARY DS FUND 20 2010 5002010 57110 DEBT REDEMPTION 990,813 1,022,696 1,055,605 1,055,605 1,089,573 1,124,634 500 GILROY COM LIBRARY DS FUND 20 2010 5002010 57115 DEBT INTEREST 843,672 812,294 779,906 779,906 746,476 711,970 500 GILROY COM LIBRARY DS FUND 20 2010 5002010 57125 PREPAYMENTS/DEBT - - - - - - GILROY COM LIBRARY DS FUND Total 1,841,165 1,840,725 1,836,111 1,841,001 1,842,226 1,843,082 505 CA ENERGY COMM LOAN FUND 55 5500 5055500 54150 OVERHEAD CHARGES - - - - 491 512 505 CA ENERGY COMM LOAN FUND 55 5500 5055500 57110 DEBT REDEMPTION 91,515 92,433 93,359 93,359 94,281 95,241 505 CA ENERGY COMM LOAN FUND 55 5500 5055500 57115 DEBT INTEREST 8,347 7,429 6,503 6,503 5,582 4,622 CA ENERGY COMM LOAN FUND Total 99,862 99,862 99,862 99,862 100,354 100,375 510 LEASE REVEN BONDS DS 2013 FUND 20 2010 5102010 51620 AUDIT SERVICES 600 600 600 600 - - 510 LEASE REVEN BONDS DS 2013 FUND 20 2010 5102010 51630 CONTRACTUAL SERVICES 5,107 3,232 8,000 178,082 4,988 5,238 510 LEASE REVEN BONDS DS 2013 FUND 20 2010 5102010 54150 OVERHEAD CHARGES - - - - 1,632 1,701 510 LEASE REVEN BONDS DS 2013 FUND 20 2010 5102010 57110 DEBT REDEMPTION 945,000 990,000 1,035,000 1,035,000 1,063,146 1,140,757 510 LEASE REVEN BONDS DS 2013 FUND 20 2010 5102010 57115 DEBT INTEREST 891,669 848,019 805,156 805,156 551,739 474,128 LEASE REVEN BONDS DS 2013 FUND Total 1,842,376 1,841,851 1,848,756 2,018,838 1,621,505 1,621,824 515 PFFA REFUNDING LEASE2010 FUND 20 2010 5152010 51620 AUDIT SERVICES 600 - - - - - 515 PFFA REFUNDING LEASE2010 FUND 20 2010 5152010 51630 CONTRACTUAL SERVICES 6,314 - - - - - 515 PFFA REFUNDING LEASE2010 FUND 20 2010 5152010 54110 INTERFUND TRANSFER OUT 1,892,247 65 - - - - 515 PFFA REFUNDING LEASE2010 FUND 20 2010 5152010 57110 DEBT REDEMPTION 17,555,000 - - - - - 515 PFFA REFUNDING LEASE2010 FUND 20 2010 5152010 57115 DEBT INTEREST 463,382 - - - - - PFFA REFUNDING LEASE2010 FUND Total 19,917,543 65 - - - - 520 LEASE REV BONDS SER 2020A FUND 20 2010 5202010 51620 AUDIT SERVICES - 600 600 600 - - 520 LEASE REV BONDS SER 2020A FUND 20 2010 5202010 51630 CONTRACTUAL SERVICES 212,500 3,210 8,000 4,750 4,988 5,238 520 LEASE REV BONDS SER 2020A FUND 20 2010 5202010 54110 INTERFUND TRANSFER OUT 17,969,653 - - - - - 520 LEASE REV BONDS SER 2020A FUND 20 2010 5202010 54150 OVERHEAD CHARGES - - - - 403 420 520 LEASE REV BONDS SER 2020A FUND 20 2010 5202010 57110 DEBT REDEMPTION 790,000 715,000 755,000 755,000 795,000 840,000 520 LEASE REV BONDS SER 2020A FUND 20 2010 5202010 57115 DEBT INTEREST 485,958 629,625 592,875 592,875 554,125 513,250 LEASE REV BONDS SER 2020A FUND Total 19,458,111 1,348,435 1,356,475 1,353,225 1,354,516 1,358,908 600 FLEET SERVICES FUND 60 6000 6006000 50110 SALARIES 215,838 246,560 379,275 280,612 402,279 426,861 600 FLEET SERVICES FUND 60 6000 6006000 50114 EARNED LEAVE CASHOUT - - - - - - 600 FLEET SERVICES FUND 60 6000 6006000 50120 WAGES/PART TIME 48,281 6,534 15,318 15,318 16,393 17,729 600 FLEET SERVICES FUND 60 6000 6006000 50130 OVERTIME 14,797 20,271 4,378 4,378 5,000 5,000 600 FLEET SERVICES FUND 60 6000 6006000 50150 OVERTIME MEALS - - - - - - 600 FLEET SERVICES FUND 60 6000 6006000 50203 COMPENSATED ABSENCES (43,150) 3,756 - - - - 600 FLEET SERVICES FUND 60 6000 6006000 50205 WORKERS COMP 26,289 34,599 52,949 52,949 55,039 57,116 600 FLEET SERVICES FUND 60 6000 6006000 50210 RETIREMENT (FULL TIME) 102,050 102,263 40,582 26,871 48,233 49,772 600 FLEET SERVICES FUND 60 6000 6006000 50212 DEFERRED COMPENSATION - - 1,440 - 1,440 1,440 600 FLEET SERVICES FUND 60 6000 6006000 50213 UAL RETIREMENT - - 66,323 66,323 62,684 67,139 600 FLEET SERVICES FUND 60 6000 6006000 50215 RETIREMENT (PART TIME) 26 305 421 147 369 399 600 FLEET SERVICES FUND 60 6000 6006000 50220 MEDICARE 5,384 5,041 5,815 4,488 6,171 6,547 600 FLEET SERVICES FUND 60 6000 6006000 50225 HEALTH INSURANCE BENEFITS 57,188 58,862 82,081 83,173 82,081 82,081

9.2 p. 179 of 794
City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
600 FLEET SERVICES FUND 60 6000 6006000 50230 LIFE INSURANCE BENEFITS 525 546 601 412 609 629 600 FLEET SERVICES FUND 60 6000 6006000 50235 EMPLOYEE ASSISTANCE PROG 611 583 777 534 777 792 600 FLEET SERVICES FUND 60 6000 6006000 50240 UNEMPLOYMENT INSURANCE 265 571 628 632 637 664 600 FLEET SERVICES FUND 60 6000 6006000 50245 UNIFORM & TOOL ALLOWANCE 1,800 1,200 1,800 1,800 1,800 1,800 600 FLEET SERVICES FUND 60 6000 6006000 50255 MISC DISABILITY INSURANCE 742 727 913 608 932 932 600 FLEET SERVICES FUND 60 6000 6006000 50260 RETIREE MEDICAL - 1,956 3,600 3,600 3,600 3,600 600 FLEET SERVICES FUND 60 6000 6006000 50310 APPAREL, BOOTS, PPE 1,485 892 3,502 7,819 9,659 9,659 600 FLEET SERVICES FUND 60 6000 6006000 51110 EMPLOYEE TRAINING - - - - 6,000 6,000 600 FLEET SERVICES FUND 60 6000 6006000 51120 EMPLOYEE TRAVEL, FOOD,LODGE - - - - 3,000 3,000 600 FLEET SERVICES FUND 60 6000 6006000 51420 TELECOMMUNICATIONS - - - - 1,800 1,800 600 FLEET SERVICES FUND 60 6000 6006000 51510 PROFESSIONAL SUPPORT 6 3,204 10,750 7,000 1,650 1,650 600 FLEET SERVICES FUND 60 6000 6006000 51520 SUPPORT SERVICES 106,797 135,206 76,100 76,100 76,100 76,100 600 FLEET SERVICES FUND 60 6000 6006000 51620 AUDIT SERVICES 2,500 2,500 2,500 2,500 - - 600 FLEET SERVICES FUND 60 6000 6006000 51630 CONTRACTUAL SERVICES 19,586 17,764 14,640 30,000 25,000 20,000 600 FLEET SERVICES FUND 60 6000 6006000 52110 OFFICE/COMPUTER SUPPLIES 2,393 429 3,000 3,000 1,500 1,500 600 FLEET SERVICES FUND 60 6000 6006000 52120 PARTS AND ACCESSORIES 177,324 210,174 241,650 160,000 210,000 210,000 600 FLEET SERVICES FUND 60 6000 6006000 52140 PETROLEUM PRODUCTS 257,280 427,022 649,950 498,000 535,860 535,860 600 FLEET SERVICES FUND 60 6000 6006000 52210 REPAIRS & MAINTENANCE 212,573 19,261 3,000 15,000 15,000 15,000 600 FLEET SERVICES FUND 60 6000 6006000 52310 EQUIPMENT RENTAL - - 800 - - - 600 FLEET SERVICES FUND 60 6000 6006000 53120 EQUIPMENT/FURNITURE - - - - 20,000 - 600 FLEET SERVICES FUND 60 6000 6006000 53125 VEHICLES 275,777 183,137 2,263,030 2,263,000 1,000,000 1,000,000 600 FLEET SERVICES FUND 60 6000 6006000 53135 IMPROVEMENTS - - - - - - 600 FLEET SERVICES FUND 60 6000 6006000 53165 CONTRA CAPITAL OUTLAY (275,777) (183,137) - - - - 600 FLEET SERVICES FUND 60 6000 6006000 54110 INTERFUND TRANSFER OUT - - - - - - 600 FLEET SERVICES FUND 60 6000 6006000 54120 CAPITAL CONTRIBUTIONS - - - - - - 600 FLEET SERVICES FUND 60 6000 6006000 54140 FACILITY SERVICE CHARGE 28,415 38,077 21,818 21,818 52,561 56,505 600 FLEET SERVICES FUND 60 6000 6006000 54145 INFO TECH SERVICE CHARGE 7,152 7,524 3,136 2,974 12,771 3,651 600 FLEET SERVICES FUND 60 6000 6006000 54150 OVERHEAD CHARGES 84,927 15,936 16,414 16,414 19,231 20,043 600 FLEET SERVICES FUND 60 6000 6006000 54155 LIABILITY INSURANCE CHRGS 258,394 397,468 265,480 216,925 232,207 243,961 600 FLEET SERVICES FUND 60 6000 6006000 54160 CAR INSURANCE CHARGES - - - - - - 600 FLEET SERVICES FUND 60 6000 6006000 55110 LOSS ON DISPOSAL OF F/A - - - - - - 600 FLEET SERVICES FUND 60 6000 6006000 56120 DEPRECIATION 506,335 503,186 - - - - 600 FLEET SERVICES FUND 60 6000 6006000 57130 LEASE PRINCIPAL - 134,674 - 229,268 - - 600 FLEET SERVICES FUND 60 6000 6006000 57135 LEASE INTEREST - 13,316 - 24,686 - - 600 FLEET SERVICES FUND 60 6000 6006000 58130 CLAIMS 17,526 19,046 92 30,000 31,500 33,100 FLEET SERVICES FUND Total 2,113,339 2,429,453 4,232,764 4,146,350 2,941,882 2,960,329 605 WORKER'S COMPENSATION FUND 25 2510 6052510 51110 EMPLOYEE TRAINING - - - - 700 700 605 WORKER'S COMPENSATION FUND 25 2510 6052510 51120 EMPLOYEE TRAVEL, FOOD,LODGE - - - - 320 320 605 WORKER'S COMPENSATION FUND 25 2510 6052510 51510 PROFESSIONAL SUPPORT 150 899 920 750 150 150 605 WORKER'S COMPENSATION FUND 25 2510 6052510 51615 INSURANCE CHARGES 276,239 345,284 352,608 323,582 381,827 400,918 605 WORKER'S COMPENSATION FUND 25 2510 6052510 51620 AUDIT SERVICES 600 600 600 600 - - 605 WORKER'S COMPENSATION FUND 25 2510 6052510 51625 CONSULTANTS - - - - 4,950 5,200 605 WORKER'S COMPENSATION FUND 25 2510 6052510 51630 CONTRACTUAL SERVICES - 4,800 6,000 4,950 - - 605 WORKER'S COMPENSATION FUND 25 2510 6052510 52110 OFFICE/COMPUTER SUPPLIES - - - - 140 140 605 WORKER'S COMPENSATION FUND 25 2510 6052510 52520 ADMINISTRATIVE FEES 131,132 137,125 139,118 127,913 137,285 144,149 605 WORKER'S COMPENSATION FUND 25 2510 6052510 54150 OVERHEAD CHARGES 64,156 11,952 12,311 12,311 14,424 15,033 605 WORKER'S COMPENSATION FUND 25 2510 6052510 58130 CLAIMS 737,279 787,389 881,608 779,392 844,822 887,063 605 WORKER'S COMPENSATION FUND 25 2510 6052510 58140 CLAIMS LIABILITY ADJ 660,458 3,076,146 - - - - WORKER'S COMPENSATION FUND Total 1,870,014 4,364,196 1,393,165 1,249,498 1,384,618 1,453,673 610 LIABILITY INSURANCE FUND 25 2510 6102510 51110 EMPLOYEE TRAINING - - - - 500 500 610 LIABILITY INSURANCE FUND 25 2510 6102510 51120 EMPLOYEE TRAVEL, FOOD,LODGE - - - - 492 492 610 LIABILITY INSURANCE FUND 25 2510 6102510 51510 PROFESSIONAL SUPPORT 11 340 842 625 75 75 610 LIABILITY INSURANCE FUND 25 2510 6102510 51615 INSURANCE CHARGES 1,187,706 1,876,028 2,000,000 2,035,000 2,200,000 2,310,000 610 LIABILITY INSURANCE FUND 25 2510 6102510 51620 AUDIT SERVICES 2,500 2,500 2,500 2,500 - - 610 LIABILITY INSURANCE FUND 25 2510 6102510 52110 OFFICE/COMPUTER SUPPLIES - - - - 200 200 610 LIABILITY INSURANCE FUND 25 2510 6102510 54150 OVERHEAD CHARGES 83,705 17,011 17,521 17,521 20,528 21,394 610 LIABILITY INSURANCE FUND 25 2510 6102510 54155 LIABILITY INSURANCE CHRGS - - - - - - 610 LIABILITY INSURANCE FUND 25 2510 6102510 55130 CASH OVER SHORT - - - - - - 610 LIABILITY INSURANCE FUND 25 2510 6102510 58130 CLAIMS 304,211 183,523 370,105 300,000 315,000 331,000 610 LIABILITY INSURANCE FUND 25 2510 6102510 58140 CLAIMS LIABILITY ADJ 2,075,909 (743,674) - - - - LIABILITY INSURANCE FUND Total 3,654,042 1,335,727 2,390,968 2,355,646 2,536,795 2,663,661

9.2 p. 180 of 794
City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
615 FACILITY SERVICES FUND 65 6500 6156500 50110 SALARIES 375,690 391,303 461,740 397,440 501,270 538,367 615 FACILITY SERVICES FUND 65 6500 6156500 50114 EARNED LEAVE CASHOUT - - 3,802 - - - 615 FACILITY SERVICES FUND 65 6500 6156500 50120 WAGES/PART TIME - 6,534 17,658 17,658 16,393 17,929 615 FACILITY SERVICES FUND 65 6500 6156500 50130 OVERTIME 3,544 16,838 3,165 12,000 12,000 12,000 615 FACILITY SERVICES FUND 65 6500 6156500 50150 OVERTIME MEALS - - - - - - 615 FACILITY SERVICES FUND 65 6500 6156500 50203 COMPENSATED ABSENCES 3,218 4,677 - - - - 615 FACILITY SERVICES FUND 65 6500 6156500 50205 WORKERS COMP 37,394 54,420 20,563 20,563 21,801 22,980 615 FACILITY SERVICES FUND 65 6500 6156500 50210 RETIREMENT (FULL TIME) 135,020 126,341 49,527 41,840 60,010 62,672 615 FACILITY SERVICES FUND 65 6500 6156500 50212 DEFERRED COMPENSATION - - 1,800 1,080 1,800 1,800 615 FACILITY SERVICES FUND 65 6500 6156500 50213 UAL RETIREMENT - - 80,940 80,940 77,988 84,541 615 FACILITY SERVICES FUND 65 6500 6156500 50215 RETIREMENT (PART TIME) 30 349 485 147 369 403 615 FACILITY SERVICES FUND 65 6500 6156500 50220 MEDICARE 7,126 6,394 7,056 6,593 7,683 8,244 615 FACILITY SERVICES FUND 65 6500 6156500 50225 HEALTH INSURANCE BENEFITS 115,347 93,066 96,931 78,127 96,931 96,931 615 FACILITY SERVICES FUND 65 6500 6156500 50230 LIFE INSURANCE BENEFITS 863 738 791 658 806 833 615 FACILITY SERVICES FUND 65 6500 6156500 50235 EMPLOYEE ASSISTANCE PROG 909 749 971 801 971 990 615 FACILITY SERVICES FUND 65 6500 6156500 50240 UNEMPLOYMENT INSURANCE 345 693 769 756 795 839 615 FACILITY SERVICES FUND 65 6500 6156500 50245 UNIFORM & TOOL ALLOWANCE - - - - - - 615 FACILITY SERVICES FUND 65 6500 6156500 50255 MISC DISABILITY INSURANCE 1,058 917 1,115 926 1,137 1,137 615 FACILITY SERVICES FUND 65 6500 6156500 50260 RETIREE MEDICAL - - - - - - 615 FACILITY SERVICES FUND 65 6500 6156500 50310 APPAREL, BOOTS, PPE 36 6,775 5,150 3,211 3,211 3,211 615 FACILITY SERVICES FUND 65 6500 6156500 51110 EMPLOYEE TRAINING - - - - 3,000 3,000 615 FACILITY SERVICES FUND 65 6500 6156500 51120 EMPLOYEE TRAVEL, FOOD,LODGE - - - - 1,000 1,000 615 FACILITY SERVICES FUND 65 6500 6156500 51410 UTILITIES 727,837 753,641 798,880 1,069,889 1,176,878 1,294,566 615 FACILITY SERVICES FUND 65 6500 6156500 51415 NATURAL GAS 97,831 113,279 149,831 244,753 269,228 296,151 615 FACILITY SERVICES FUND 65 6500 6156500 51420 TELECOMMUNICATIONS 3,797 2,299 1,920 6,893 7,740 8,312 615 FACILITY SERVICES FUND 65 6500 6156500 51510 PROFESSIONAL SUPPORT 409 921 5,600 2,564 1,200 3,600 615 FACILITY SERVICES FUND 65 6500 6156500 51520 SUPPORT SERVICES 1,907 2,706 1,500 2,617 2,774 2,940 615 FACILITY SERVICES FUND 65 6500 6156500 51620 AUDIT SERVICES 2,500 2,500 2,500 2,500 - - 615 FACILITY SERVICES FUND 65 6500 6156500 51630 CONTRACTUAL SERVICES 657,599 876,210 521,278 651,630 690,728 732,171 615 FACILITY SERVICES FUND 65 6500 6156500 52110 OFFICE/COMPUTER SUPPLIES 39,359 41,029 24,337 44,000 25,554 26,832 615 FACILITY SERVICES FUND 65 6500 6156500 52160 MISC EXPENSES - - - - - - 615 FACILITY SERVICES FUND 65 6500 6156500 52210 REPAIRS & MAINTENANCE 269,544 339,564 676,515 583,650 314,449 333,316 615 FACILITY SERVICES FUND 65 6500 6156500 52310 EQUIPMENT RENTAL - 1,573 - 67 - - 615 FACILITY SERVICES FUND 65 6500 6156500 53120 EQUIPMENT/FURNITURE - - - - - - 615 FACILITY SERVICES FUND 65 6500 6156500 53142 CAPITAL IMPROVMENT PLAN - 361,900 309,562 380,680 682,200 517,900 615 FACILITY SERVICES FUND 65 6500 6156500 53165 CONTRA CAPITAL OUTLAY - (345,210) - - - - 615 FACILITY SERVICES FUND 65 6500 6156500 54110 INTERFUND TRANSFER OUT - 300,000 99,052 99,052 - - 615 FACILITY SERVICES FUND 65 6500 6156500 54130 FLEET SERVICE CHARGE 106,058 46,726 84,742 84,742 20,574 20,938 615 FACILITY SERVICES FUND 65 6500 6156500 54145 INFO TECH SERVICE CHARGE 7,835 8,077 2,045 2,974 3,771 3,651 615 FACILITY SERVICES FUND 65 6500 6156500 54150 OVERHEAD CHARGES 142,614 57,511 59,237 59,237 69,404 72,332 615 FACILITY SERVICES FUND 65 6500 6156500 54155 LIABILITY INSURANCE CHRGS 29,790 31,803 32,997 100,483 107,726 113,184 615 FACILITY SERVICES FUND 65 6500 6156500 55110 LOSS ON DISPOSAL OF F/A - - - - - - 615 FACILITY SERVICES FUND 65 6500 6156500 55130 CASH OVER SHORT - - - - - - 615 FACILITY SERVICES FUND 65 6500 6156500 56120 DEPRECIATION - - - - - - 615 FACILITY SERVICES FUND 65 6500 6156500 57130 LEASE PRINCIPAL 5,150 5,305 3,183 5,465 5,628 5,796 615 FACILITY SERVICES FUND 65 6500 6156500 58130 CLAIMS 34,119 37,279 24,000 60,000 63,000 66,200 FACILITY SERVICES FUND Total 2,806,931 3,346,903 3,549,640 4,063,936 4,248,018 4,354,767 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50110 SALARIES 418,144 459,467 740,075 421,201 785,051 837,870 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50114 EARNED LEAVE CASHOUT - - 12,935 - - - 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50120 WAGES/PART TIME - 20,663 - 1,000 - - 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50130 OVERTIME 93 116 - - - - 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50150 OVERTIME MEALS - - - - - - 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50203 COMPENSATED ABSENCES 11,416 (5,836) - - - - 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50205 WORKERS COMP 1,567 1,680 7,062 7,062 10,679 11,105 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50210 RETIREMENT (FULL TIME) 142,995 131,547 63,138 29,170 93,349 96,882 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50212 DEFERRED COMPENSATION - - 1,800 720 2,160 2,160 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50213 UAL RETIREMENT - - 103,185 103,185 121,315 130,687 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50215 RETIREMENT (PART TIME) - - - - - - 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50220 MEDICARE 7,545 6,617 8,750 6,682 11,388 12,152 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50225 HEALTH INSURANCE BENEFITS 61,496 55,141 74,857 48,553 86,130 86,130 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50230 LIFE INSURANCE BENEFITS 385 278 949 661 1,232 1,335 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50235 EMPLOYEE ASSISTANCE PROG 597 600 971 680 1,165 1,188 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50240 UNEMPLOYMENT INSURANCE 372 738 1,001 806 1,262 1,324 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50255 MISC DISABILITY INSURANCE 802 928 1,440 947 1,784 1,784

9.2 p. 181 of 794
City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 50260 RETIREE MEDICAL - - - - - - 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 51110 EMPLOYEE TRAINING - - - - 15,550 15,957 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 51120 EMPLOYEE TRAVEL, FOOD,LODGE - - - - 4,000 4,000 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 51410 UTILITIES - - - - - - 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 51420 TELECOMMUNICATIONS 396,951 422,195 426,000 423,728 436,440 448,471 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 51430 POSTAGE - - - 10 100 100 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 51510 PROFESSIONAL SUPPORT 460 2,335 41,400 9,500 1,600 1,648 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 51620 AUDIT SERVICES 2,500 2,500 2,500 2,500 - - 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 51625 CONSULTANTS 143,449 95,825 261,638 218,000 198,600 183,658 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 51630 CONTRACTUAL SERVICES - - - 189,000 - - 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 52110 OFFICE/COMPUTER SUPPLIES 9,901 13,343 10,980 11,000 11,550 11,900 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 52210 REPAIRS & MAINTENANCE 104,190 301,473 439,143 341,487 350,139 350,579 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 52230 SOFTWARE MAINTENANCE 973,879 819,827 1,019,500 926,277 1,033,318 1,257,822 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 53120 EQUIPMENT/FURNITURE 1,239,669 1,383,895 2,692,066 1,573,348 1,134,600 282,000 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 53165 CONTRA CAPITAL OUTLAY (781,609) (724,067) - - - - 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 54110 INTERFUND TRANSFER OUT - - - - - - 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 54130 FLEET SERVICE CHARGE - - - - - - 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 54140 FACILITY SERVICE CHARGE 39,556 51,033 39,634 39,634 78,841 84,757 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 54150 OVERHEAD CHARGES 198,943 48,510 49,966 49,966 58,542 61,012 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 55110 LOSS ON DISPOSAL OF F/A - - - - - - 620 INFORMATION TECHNOLOGY FUND 70 7000 6207000 56120 DEPRECIATION 92,350 82,203 - - - - INFORMATION TECHNOLOGY FUND Total 3,065,651 3,171,012 5,998,990 4,405,117 4,438,795 3,884,523 625 EQUIPMENT OUTLAY 10 1000 6251000 51620 AUDIT SERVICES 600 - - - - - 625 EQUIPMENT OUTLAY 10 1000 6251000 53120 EQUIPMENT/FURNITURE - - 3,685,718 - - - 625 EQUIPMENT OUTLAY 10 1000 6251000 53142 CAPITAL IMPROVMENT PLAN - - - - 4,185,718 2,500,000 625 EQUIPMENT OUTLAY 10 1000 6251000 53165 CONTRA CAPITAL OUTLAY (63,790) (255,723) - - - - 625 EQUIPMENT OUTLAY 10 1000 6251000 54110 INTERFUND TRANSFER OUT - - - - - 686,000 625 EQUIPMENT OUTLAY 10 1000 6251000 54150 OVERHEAD CHARGES 14,484 - - - - - 625 EQUIPMENT OUTLAY 10 1000 6251000 56120 DEPRECIATION 108,833 114,296 - - - - 625 EQUIPMENT OUTLAY 30 3000 6253000 53120 EQUIPMENT/FURNITURE 148,923 10,607 - - - - 625 EQUIPMENT OUTLAY 35 3500 6253500 53120 EQUIPMENT/FURNITURE 91,131 263,507 - - - - 625 EQUIPMENT OUTLAY 40 4000 6254000 53120 EQUIPMENT/FURNITURE - - - - - - 625 EQUIPMENT OUTLAY 50 5000 6255000 53120 EQUIPMENT/FURNITURE - - - - - - 625 EQUIPMENT OUTLAY 55 5510 6255510 53120 EQUIPMENT/FURNITURE 17,937 28,509 - - - - EQUIPMENT OUTLAY Total 318,119 161,196 3,685,718 - 4,185,718 3,186,000 700 SEWER FUND 75 7500 7007500 50410 PENSION EXPENSE 964,323 (1,425,015) - - - - 700 SEWER FUND 75 7500 7007500 50420 OPEB EXPENSE - 174,269 - - - - 700 SEWER FUND 75 7500 7007500 51510 PROFESSIONAL SUPPORT - - - - - - 700 SEWER FUND 75 7500 7007500 51620 AUDIT SERVICES 8,700 8,700 8,700 8,700 - - 700 SEWER FUND 75 7500 7007500 51630 CONTRACTUAL SERVICES 368,950 7,000 - 6,185 5,288 5,552 700 SEWER FUND 75 7500 7007500 53165 CONTRA CAPITAL OUTLAY - - - - - - 700 SEWER FUND 75 7500 7007500 54110 INTERFUND TRANSFER OUT - - - 11,863 - - 700 SEWER FUND 75 7500 7007500 54130 FLEET SERVICE CHARGE 80,139 102,100 59,206 59,206 77,139 78,502 700 SEWER FUND 75 7500 7007500 54140 FACILITY SERVICE CHARGE 175,183 247,667 134,639 134,639 216,418 232,659 700 SEWER FUND 75 7500 7007500 54145 INFO TECH SERVICE CHARGE 289,181 339,466 424,620 434,144 550,530 533,039 700 SEWER FUND 75 7500 7007500 54150 OVERHEAD CHARGES 223,307 702,307 723,376 723,376 847,532 883,288 700 SEWER FUND 75 7500 7007500 54155 LIABILITY INSURANCE CHRGS 166,516 193,769 184,445 401,933 430,902 452,735 700 SEWER FUND 75 7500 7007500 55110 LOSS ON DISPOSAL OF F/A - - - - - - 700 SEWER FUND 75 7500 7007500 55130 CASH OVER SHORT - - - - - - 700 SEWER FUND 75 7500 7007500 56110 AMORTIZATION EXPENSE 62,127 62,127 - - - - 700 SEWER FUND 75 7500 7007500 56120 DEPRECIATION 1,505,087 1,510,639 - - - - 700 SEWER FUND 75 7500 7007500 57110 DEBT REDEMPTION - - 800,000 2,440,000 725,000 755,000 700 SEWER FUND 75 7500 7007500 57115 DEBT INTEREST 250,417 1,669,676 1,756,800 904,708 1,519,000 1,489,400 700 SEWER FUND 75 7500 7007500 58115 SHARE JOINT VENTURE LOSS - - - - - - 700 SEWER FUND 75 7500 7007500 58130 CLAIMS 1,007 6,225 - 15,000 15,750 16,550 700 SEWER FUND 75 7510 7007510 50110 SALARIES 350,614 397,914 537,110 488,975 617,543 662,408 700 SEWER FUND 75 7510 7007510 50114 EARNED LEAVE CASHOUT - - 6,787 6,787 - - 700 SEWER FUND 75 7510 7007510 50120 WAGES/PART TIME 48,984 52,659 29,369 23,048 33,750 21,788 700 SEWER FUND 75 7510 7007510 50130 OVERTIME 10,335 7,531 16,117 14,000 10,000 10,000 700 SEWER FUND 75 7510 7007510 50150 OVERTIME MEALS - - - 41 - - 700 SEWER FUND 75 7510 7007510 50203 COMPENSATED ABSENCES (11,546) (4,434) - - - - 700 SEWER FUND 75 7510 7007510 50205 WORKERS COMP 1,497 1,565 2,163 2,163 2,563 2,689 700 SEWER FUND 75 7510 7007510 50210 RETIREMENT (FULL TIME) 117,792 142,308 54,261 52,305 73,492 76,644 700 SEWER FUND 75 7510 7007510 50212 DEFERRED COMPENSATION - 4 1,809 1,230 2,070 2,070

9.2 p. 182 of 794
City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
700 SEWER FUND 75 7510 7007510 50213 UAL RETIREMENT - - 88,677 88,677 94,578 101,904 700 SEWER FUND 75 7510 7007510 50215 RETIREMENT (PART TIME) 4 1,096 808 18 759 490 700 SEWER FUND 75 7510 7007510 50220 MEDICARE 6,219 7,085 8,124 7,976 9,595 10,077 700 SEWER FUND 75 7510 7007510 50225 HEALTH INSURANCE BENEFITS 97,394 105,979 102,996 106,784 115,262 115,505 700 SEWER FUND 75 7510 7007510 50230 LIFE INSURANCE BENEFITS 698 709 658 824 794 821 700 SEWER FUND 75 7510 7007510 50235 EMPLOYEE ASSISTANCE PROG 757 748 976 964 1,116 1,139 700 SEWER FUND 75 7510 7007510 50240 UNEMPLOYMENT INSURANCE 303 781 799 864 971 1,024 700 SEWER FUND 75 7510 7007510 50255 MISC DISABILITY INSURANCE 895 935 848 1,030 1,307 1,307 700 SEWER FUND 75 7510 7007510 50260 RETIREE MEDICAL - - - - 900 900 700 SEWER FUND 75 7510 7007510 51110 EMPLOYEE TRAINING - - - - 3,400 3,400 700 SEWER FUND 75 7510 7007510 51120 EMPLOYEE TRAVEL, FOOD,LODGE - - - 669 1,250 1,250 700 SEWER FUND 75 7510 7007510 51230 TUITION - - - - - - 700 SEWER FUND 75 7510 7007510 51420 TELECOMMUNICATIONS 50 - - - - - 700 SEWER FUND 75 7510 7007510 51430 POSTAGE 92 - 100 50 100 100 700 SEWER FUND 75 7510 7007510 51510 PROFESSIONAL SUPPORT 972 3,736 2,000 2,200 - - 700 SEWER FUND 75 7510 7007510 51630 CONTRACTUAL SERVICES 52,740 59,285 138,638 119,000 66,025 67,825 700 SEWER FUND 75 7510 7007510 52110 OFFICE/COMPUTER SUPPLIES 901 18,500 4,000 4,000 2,000 2,000 700 SEWER FUND 75 7510 7007510 52210 REPAIRS & MAINTENANCE - - 335 - - - 700 SEWER FUND 75 7520 7007520 50110 SALARIES 1,316,986 1,218,587 1,423,487 1,313,539 1,826,894 1,972,608 700 SEWER FUND 75 7520 7007520 50114 EARNED LEAVE CASHOUT - - 16,763 11,460 - - 700 SEWER FUND 75 7520 7007520 50120 WAGES/PART TIME 23,075 12,411 - 11,337 60,000 65,000 700 SEWER FUND 75 7520 7007520 50130 OVERTIME 49,654 56,017 51,273 50,154 50,000 50,000 700 SEWER FUND 75 7520 7007520 50150 OVERTIME MEALS - 70 500 - 1,000 1,000 700 SEWER FUND 75 7520 7007520 50203 COMPENSATED ABSENCES (8,730) 10,582 - - - - 700 SEWER FUND 75 7520 7007520 50205 WORKERS COMP 133,383 178,492 58,511 58,511 66,947 70,795 700 SEWER FUND 75 7520 7007520 50210 RETIREMENT (FULL TIME) 439,953 461,793 152,413 136,961 218,375 229,291 700 SEWER FUND 75 7520 7007520 50212 DEFERRED COMPENSATION - - 4,921 3,608 5,742 5,742 700 SEWER FUND 75 7520 7007520 50213 UAL RETIREMENT - - 249,086 249,086 284,730 310,780 700 SEWER FUND 75 7520 7007520 50215 RETIREMENT (PART TIME) 20 13 - 156 1,350 1,463 700 SEWER FUND 75 7520 7007520 50220 MEDICARE 23,220 22,651 21,645 21,506 28,106 30,290 700 SEWER FUND 75 7520 7007520 50225 HEALTH INSURANCE BENEFITS 303,007 290,722 276,835 240,740 375,906 377,348 700 SEWER FUND 75 7520 7007520 50230 LIFE INSURANCE BENEFITS 2,470 2,345 2,028 2,149 2,241 2,321 700 SEWER FUND 75 7520 7007520 50235 EMPLOYEE ASSISTANCE PROG 2,680 2,370 2,654 2,446 3,097 3,159 700 SEWER FUND 75 7520 7007520 50240 UNEMPLOYMENT INSURANCE 1,135 2,562 2,373 2,798 2,915 3,096 700 SEWER FUND 75 7520 7007520 50255 MISC DISABILITY INSURANCE 3,171 2,969 3,139 2,701 3,733 3,733 700 SEWER FUND 75 7520 7007520 50260 RETIREE MEDICAL - - - 1,508 1,800 - 700 SEWER FUND 75 7520 7007520 50270 CONTRA PERSONNEL EXPENSE - - - - (218,248) - 700 SEWER FUND 75 7520 7007520 50310 APPAREL, BOOTS, PPE 880 5,885 8,985 6,735 9,000 9,000 700 SEWER FUND 75 7520 7007520 51110 EMPLOYEE TRAINING - - - - 40,000 40,000 700 SEWER FUND 75 7520 7007520 51120 EMPLOYEE TRAVEL, FOOD,LODGE - - - - 15,000 15,000 700 SEWER FUND 75 7520 7007520 51410 UTILITIES 4,653 4,199 6,000 2,765 6,000 6,000 700 SEWER FUND 75 7520 7007520 51420 TELECOMMUNICATIONS 1,059 4,140 2,270 22,000 2,500 2,500 700 SEWER FUND 75 7520 7007520 51430 POSTAGE - - - - - - 700 SEWER FUND 75 7520 7007520 51510 PROFESSIONAL SUPPORT 4,134 10,018 10,560 11,298 15,000 15,000 700 SEWER FUND 75 7520 7007520 51630 CONTRACTUAL SERVICES 191,995 194,243 1,824,376 227,332 806,000 550,000 700 SEWER FUND 75 7520 7007520 52110 OFFICE/COMPUTER SUPPLIES - - 920 73 1,500 1,500 700 SEWER FUND 75 7520 7007520 52150 DEPARTMENT SUPPLIES 3,451 9,369 6,385 8,582 10,000 10,000 700 SEWER FUND 75 7520 7007520 52210 REPAIRS & MAINTENANCE 79,135 29,185 73,884 26,213 100,000 100,000 700 SEWER FUND 75 7520 7007520 52310 EQUIPMENT RENTAL 9,000 2,062 9,000 - 10,000 10,000 700 SEWER FUND 75 7520 7007520 52710 PERMITS 25,323 29,824 25,000 39,747 25,000 25,000 700 SEWER FUND 75 7520 7007520 53120 EQUIPMENT/FURNITURE - - - 25,000 - - 700 SEWER FUND 75 7520 7007520 53125 VEHICLES - - - - 404,450 404,450 700 SEWER FUND 75 7520 7007520 53135 IMPROVEMENTS - - - - - - 700 SEWER FUND 75 7520 7007520 53142 CAPITAL IMPROVMENT PLAN - - 1,297,600 - 3,886,843 2,769,866 700 SEWER FUND 75 7520 7007520 54110 INTERFUND TRANSFER OUT 6,687,582 6,410,439 25,983,139 300,000 390,000 409,500 700 SEWER FUND 75 7520 7007520 54112 TRF OUT SCRWA OPS - - - 5,715,995 6,512,515 6,957,238 700 SEWER FUND 75 7520 7007520 54113 TRF OUT SCRWA CONSTRUCTION - - - 17,840,994 15,719,810 1,867,896 700 SEWER FUND 75 7520 7007520 54114 TRF OUT SCRWA CIP - - - 1,130,904 404,880 370,720 SEWER FUND Total 14,070,874 13,356,278 36,602,109 33,527,655 36,498,122 22,220,361

9.2 p. 183 of 794
City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
705 WATER FUND 80 8000 7058000 50120 WAGES/PART TIME - 47,945 119,036 43,597 125,000 125,000 705 WATER FUND 80 8000 7058000 50130 OVERTIME - - - - - - 705 WATER FUND 80 8000 7058000 50205 WORKERS COMP - 162 - - - - 705 WATER FUND 80 8000 7058000 50215 RETIREMENT (PART TIME) - 56 - 632 2,813 2,813 705 WATER FUND 80 8000 7058000 50220 MEDICARE - 63 - 705 1,813 1,813 705 WATER FUND 80 8000 7058000 50410 PENSION EXPENSE 901,118 (1,669,860) - - - - 705 WATER FUND 80 8000 7058000 50420 OPEB EXPENSE - (114,414) - - - - 705 WATER FUND 80 8000 7058000 51510 PROFESSIONAL SUPPORT - - - - 26,000 26,000 705 WATER FUND 80 8000 7058000 51620 AUDIT SERVICES 8,700 8,700 8,700 8,700 - - 705 WATER FUND 80 8000 7058000 51630 CONTRACTUAL SERVICES - - - - 6,500 6,400 705 WATER FUND 80 8000 7058000 53165 CONTRA CAPITAL OUTLAY 3,235,003 (385,431) - - - - 705 WATER FUND 80 8000 7058000 54110 INTERFUND TRANSFER OUT 3,900 - - 13,796 - - 705 WATER FUND 80 8000 7058000 54130 FLEET SERVICE CHARGE 202,728 182,619 75,931 75,931 98,943 100,692 705 WATER FUND 80 8000 7058000 54140 FACILITY SERVICE CHARGE 152,354 219,113 124,543 124,543 294,076 316,145 705 WATER FUND 80 8000 7058000 54145 INFO TECH SERVICE CHARGE 319,904 372,743 446,183 454,960 606,926 558,596 705 WATER FUND 80 8000 7058000 54150 OVERHEAD CHARGES 533,604 1,513,471 1,558,875 1,558,875 1,779,498 1,854,574 705 WATER FUND 80 8000 7058000 54155 LIABILITY INSURANCE CHRGS 115,668 139,484 128,121 401,933 430,902 452,735 705 WATER FUND 80 8000 7058000 55110 LOSS ON DISPOSAL OF F/A - - - - - - 705 WATER FUND 80 8000 7058000 55130 CASH OVER SHORT - - - - - - 705 WATER FUND 80 8000 7058000 56110 AMORTIZATION EXPENSE - - - - - - 705 WATER FUND 80 8000 7058000 56120 DEPRECIATION 1,368,486 1,385,429 - - - - 705 WATER FUND 80 8000 7058000 57115 DEBT INTEREST - - - - - - 705 WATER FUND 80 8000 7058000 57145 WATER CONSERVATION 31,372 19,704 74,469 60,504 72,500 72,500 705 WATER FUND 80 8000 7058000 58130 CLAIMS 500 - - 15,000 15,750 16,550 705 WATER FUND 80 8010 7058010 50110 SALARIES 350,613 370,723 504,134 455,813 580,139 620,284 705 WATER FUND 80 8010 7058010 50114 EARNED LEAVE CASHOUT - - 5,519 5,519 - - 705 WATER FUND 80 8010 7058010 50120 WAGES/PART TIME 48,984 52,659 29,369 23,048 33,750 21,788 705 WATER FUND 80 8010 7058010 50130 OVERTIME 10,335 7,531 - 14,000 10,000 10,000 705 WATER FUND 80 8010 7058010 50150 OVERTIME MEALS - - - 30 - - 705 WATER FUND 80 8010 7058010 50203 COMPENSATED ABSENCES (11,546) (4,434) - - - - 705 WATER FUND 80 8010 7058010 50205 WORKERS COMP 1,497 1,469 2,023 2,023 2,411 2,521 705 WATER FUND 80 8010 7058010 50210 RETIREMENT (FULL TIME) 117,792 133,116 50,732 48,749 69,133 71,870 705 WATER FUND 80 8010 7058010 50212 DEFERRED COMPENSATION - 4 1,755 1,176 2,016 2,016 705 WATER FUND 80 8010 7058010 50213 UAL RETIREMENT - - 82,911 82,911 88,913 95,465 705 WATER FUND 80 8010 7058010 50215 RETIREMENT (PART TIME) 4 1,096 808 18 759 490 705 WATER FUND 80 8010 7058010 50220 MEDICARE 6,219 6,631 8,692 7,467 9,053 9,466 705 WATER FUND 80 8010 7058010 50225 HEALTH INSURANCE BENEFITS 97,394 102,339 101,263 105,332 113,442 113,594 705 WATER FUND 80 8010 7058010 50230 LIFE INSURANCE BENEFITS 698 702 625 778 757 779 705 WATER FUND 80 8010 7058010 50235 EMPLOYEE ASSISTANCE PROG 757 726 947 935 1,087 1,109 705 WATER FUND 80 8010 7058010 50240 UNEMPLOYMENT INSURANCE 303 730 743 805 912 959 705 WATER FUND 80 8010 7058010 50255 MISC DISABILITY INSURANCE 895 897 801 984 1,260 1,260 705 WATER FUND 80 8010 7058010 50260 RETIREE MEDICAL - - - - 900 900 705 WATER FUND 80 8010 7058010 51110 EMPLOYEE TRAINING - - - - 3,400 3,400 705 WATER FUND 80 8010 7058010 51120 EMPLOYEE TRAVEL, FOOD,LODGE - - - 669 1,250 1,250 705 WATER FUND 80 8010 7058010 51230 TUITION - - - - - - 705 WATER FUND 80 8010 7058010 51420 TELECOMMUNICATIONS 50 - - - - - 705 WATER FUND 80 8010 7058010 51430 POSTAGE - - - 50 100 100 705 WATER FUND 80 8010 7058010 51510 PROFESSIONAL SUPPORT 972 3,727 - 2,200 - - 705 WATER FUND 80 8010 7058010 51630 CONTRACTUAL SERVICES 52,740 58,665 48,813 119,000 126,025 117,825 705 WATER FUND 80 8010 7058010 52110 OFFICE/COMPUTER SUPPLIES 914 18,505 - 2,000 2,000 2,000 705 WATER FUND 80 8010 7058010 52210 REPAIRS & MAINTENANCE - - - - - - 705 WATER FUND 80 8020 7058020 50110 SALARIES 1,446,221 1,350,486 1,674,289 1,463,012 2,269,298 2,432,834 705 WATER FUND 80 8020 7058020 50114 EARNED LEAVE CASHOUT - - 11,668 9,000 - - 705 WATER FUND 80 8020 7058020 50120 WAGES/PART TIME 23,075 8,455 - 37,812 - - 705 WATER FUND 80 8020 7058020 50130 OVERTIME 57,587 73,128 74,061 63,051 73,710 77,395 705 WATER FUND 80 8020 7058020 50150 OVERTIME MEALS 10 - 500 - 2,000 2,000 705 WATER FUND 80 8020 7058020 50203 COMPENSATED ABSENCES 14,705 (21,653) - - - - 705 WATER FUND 80 8020 7058020 50205 WORKERS COMP 146,247 195,862 77,758 77,758 101,497 106,072 705 WATER FUND 80 8020 7058020 50210 RETIREMENT (FULL TIME) 448,240 458,212 179,366 152,220 271,399 282,934 705 WATER FUND 80 8020 7058020 50212 DEFERRED COMPENSATION - - 5,854 3,772 7,326 7,326 705 WATER FUND 80 8020 7058020 50213 UAL RETIREMENT - - 293,133 293,133 353,639 383,140 705 WATER FUND 80 8020 7058020 50215 RETIREMENT (PART TIME) 140 48 - 521 - - 705 WATER FUND 80 8020 7058020 50220 MEDICARE 23,656 22,839 25,536 24,353 33,996 36,422 705 WATER FUND 80 8020 7058020 50225 HEALTH INSURANCE BENEFITS 347,491 327,616 362,624 313,426 460,498 461,940

9.2 p. 184 of 794
City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
705 WATER FUND 80 8020 7058020 50230 LIFE INSURANCE BENEFITS 2,903 2,749 2,527 2,448 3,144 3,243 705 WATER FUND 80 8020 7058020 50235 EMPLOYEE ASSISTANCE PROG 2,871 2,627 3,429 2,911 4,262 4,347 705 WATER FUND 80 8020 7058020 50240 UNEMPLOYMENT INSURANCE 1,141 2,503 2,785 2,794 3,620 3,816 705 WATER FUND 80 8020 7058020 50255 MISC DISABILITY INSURANCE 3,251 3,164 3,833 2,999 4,964 4,964 705 WATER FUND 80 8020 7058020 50260 RETIREE MEDICAL - 1,504 2,400 2,400 2,400 - 705 WATER FUND 80 8020 7058020 50270 CONTRA PERSONNEL EXPENSE - - - - (218,248) - 705 WATER FUND 80 8020 7058020 50310 APPAREL, BOOTS, PPE 9,119 7,583 24,426 22,291 30,000 30,000 705 WATER FUND 80 8020 7058020 51110 EMPLOYEE TRAINING - - - - 25,000 25,000 705 WATER FUND 80 8020 7058020 51120 EMPLOYEE TRAVEL, FOOD,LODGE - - - - 5,000 5,000 705 WATER FUND 80 8020 7058020 51310 LEGAL FEES - - - - - - 705 WATER FUND 80 8020 7058020 51410 UTILITIES 949,556 936,597 1,285,110 921,543 1,013,698 1,064,382 705 WATER FUND 80 8020 7058020 51420 TELECOMMUNICATIONS 5,513 10,490 8,100 50,000 8,100 8,100 705 WATER FUND 80 8020 7058020 51510 PROFESSIONAL SUPPORT 4,856 7,148 19,250 2,153 5,000 5,000 705 WATER FUND 80 8020 7058020 51630 CONTRACTUAL SERVICES 160,247 238,880 300,529 376,939 1,128,400 450,000 705 WATER FUND 80 8020 7058020 52110 OFFICE/COMPUTER SUPPLIES 6,920 13,621 11,520 4,026 15,000 15,000 705 WATER FUND 80 8020 7058020 52150 DEPARTMENT SUPPLIES 37,120 52,035 36,600 51,494 60,000 60,000 705 WATER FUND 80 8020 7058020 52210 REPAIRS & MAINTENANCE 149,618 313,491 143,700 147,625 250,000 250,000 705 WATER FUND 80 8020 7058020 52220 WELL SYSTEM MAINTENENCE 25,614 26,640 117,717 27,642 150,000 150,000 705 WATER FUND 80 8020 7058020 52310 EQUIPMENT RENTAL - 1,448 8,504 33 10,000 10,000 705 WATER FUND 80 8020 7058020 52710 PERMITS 4,403 6,397 9,100 1,973 10,000 10,000 705 WATER FUND 80 8020 7058020 53120 EQUIPMENT/FURNITURE 6,321 17,589 96,000 84,337 75,000 75,000 705 WATER FUND 80 8020 7058020 53125 VEHICLES - - - - 404,450 404,450 705 WATER FUND 80 8020 7058020 53135 IMPROVEMENTS 831,157 501,113 1,646,902 365,770 - - 705 WATER FUND 80 8020 7058020 53142 CAPITAL IMPROVMENT PLAN - - 3,264,300 794,200 3,605,727 17,092,802 705 WATER FUND 80 8020 7058020 54110 INTERFUND TRANSFER OUT 47,853 334,584 321,000 342,000 433,788 458,181 705 WATER FUND 80 8020 7058020 57150 VALLEY WATER 4,090,046 3,832,438 6,009,399 3,293,972 4,641,000 4,873,050 705 WATER FUND 80 8030 7058030 50110 SALARIES 32,223 33,111 95,634 79,465 74,991 79,074 705 WATER FUND 80 8030 7058030 50114 EARNED LEAVE CASHOUT - - - - - - 705 WATER FUND 80 8030 7058030 50120 WAGES/PART TIME - - - - - - 705 WATER FUND 80 8030 7058030 50130 OVERTIME 3,142 4,623 4,558 6,460 7,500 7,500 705 WATER FUND 80 8030 7058030 50150 OVERTIME MEALS - - - - - - 705 WATER FUND 80 8030 7058030 50203 COMPENSATED ABSENCES (690) 1,088 - - - - 705 WATER FUND 80 8030 7058030 50205 WORKERS COMP 3,207 4,534 5,789 5,789 4,450 4,590 705 WATER FUND 80 8030 7058030 50210 RETIREMENT (FULL TIME) 21,313 9,494 10,257 8,537 9,005 9,233 705 WATER FUND 80 8030 7058030 50212 DEFERRED COMPENSATION - - 108 249 - - 705 WATER FUND 80 8030 7058030 50213 UAL RETIREMENT - - 16,763 16,763 11,703 12,455 705 WATER FUND 80 8030 7058030 50215 RETIREMENT (PART TIME) - - - - - - 705 WATER FUND 80 8030 7058030 50220 MEDICARE 1,126 500 1,454 1,340 1,197 1,256 705 WATER FUND 80 8030 7058030 50225 HEALTH INSURANCE BENEFITS 24,532 7,956 21,243 14,085 12,312 12,312 705 WATER FUND 80 8030 7058030 50230 LIFE INSURANCE BENEFITS 169 56 136 104 90 92 705 WATER FUND 80 8030 7058030 50235 EMPLOYEE ASSISTANCE PROG 149 50 175 137 116 119 705 WATER FUND 80 8030 7058030 50240 UNEMPLOYMENT INSURANCE 53 50 157 157 117 122 705 WATER FUND 80 8030 7058030 50255 MISC DISABILITY INSURANCE 158 79 181 141 123 123 705 WATER FUND 80 8030 7058030 50310 APPAREL, BOOTS, PPE - - - - - - 705 WATER FUND 80 8030 7058030 51110 EMPLOYEE TRAINING - - - - 1,000 1,000 705 WATER FUND 80 8030 7058030 51120 EMPLOYEE TRAVEL, FOOD,LODGE - - - - 1,000 1,000 705 WATER FUND 80 8030 7058030 51430 POSTAGE - - 100 - 100 - 705 WATER FUND 80 8030 7058030 51510 PROFESSIONAL SUPPORT 549 600 2,300 1,331 1,000 1,000 705 WATER FUND 80 8030 7058030 51630 CONTRACTUAL SERVICES - - 340 - 6,000 6,000 705 WATER FUND 80 8030 7058030 52110 OFFICE/COMPUTER SUPPLIES - 70 1,000 - 1,000 1,000 705 WATER FUND 80 8030 7058030 52210 REPAIRS & MAINTENANCE 3,580 899 3,024 - 10,000 10,000 WATER FUND Total 16,487,351 11,265,572 19,560,128 12,704,847 19,893,404 33,550,170 800 DEPOSIT REVOLVING FUND 20 2000 8002000 54110 INTERFUND TRANSFER OUT - (44) - - - - 800 DEPOSIT REVOLVING FUND 20 2010 8002010 52610 PROGRAM EXPENSES - - - - - - 800 DEPOSIT REVOLVING FUND 40 4040 8004040 55130 CASH OVER SHORT - - - - - - 800 DEPOSIT REVOLVING FUND 50 5000 8005000 54110 INTERFUND TRANSFER OUT - - - - - - 800 DEPOSIT REVOLVING FUND 55 5530 8005530 55130 CASH OVER SHORT - - - - - - DEPOSIT REVOLVING FUND Total - (44) - - - -

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City of Gilroy
Expenditures by Division
FY24 and FY25 Budget Line-Item Detail
Fund Fund Name Department Division Organization Object Account Description 2021 Actuals 2022 Actuals 2023 Amended Budget
2023 Projected
Actuals
2024
Recommended
Budget
2025
Recommended
Budget
805 TRUSTS SPECIFIC FUND 20 2000 8052000 52610 PROGRAM EXPENSES - - - - - - 805 TRUSTS SPECIFIC FUND 20 2000 8052000 58120 DONATIONS 2,267 - - - - - 805 TRUSTS SPECIFIC FUND 25 2500 8052500 52610 PROGRAM EXPENSES - - - - - - 805 TRUSTS SPECIFIC FUND 25 2500 8052500 58120 DONATIONS - - - - - - 805 TRUSTS SPECIFIC FUND 35 3500 8053500 52610 PROGRAM EXPENSES - - - - - - 805 TRUSTS SPECIFIC FUND 35 3500 8053500 54110 INTERFUND TRANSFER OUT - 2,402 - - - - 805 TRUSTS SPECIFIC FUND 35 3500 8053500 58120 DONATIONS - - - - - - 805 TRUSTS SPECIFIC FUND 50 5000 8055000 52610 PROGRAM EXPENSES - - - 300 - - 805 TRUSTS SPECIFIC FUND 50 5000 8055000 54110 INTERFUND TRANSFER OUT - - - 900 - - 805 TRUSTS SPECIFIC FUND 50 5000 8055000 58120 DONATIONS - - - - - - TRUSTS SPECIFIC FUND Total 2,267 2,402 - 1,200 - -
809 HENRY MILLER POOR 20 2000 8092000 58120 DONATIONS - - - - - - HENRY MILLER POOR Total - - - - - -
810 HWY 152 BOND SERIES 2018 FUND 20 2010 8102010 51620 AUDIT SERVICES 600 600 600 600 - - 810 HWY 152 BOND SERIES 2018 FUND 20 2010 8102010 51630 CONTRACTUAL SERVICES 26,442 14,757 - 15,509 16,284 17,099 810 HWY 152 BOND SERIES 2018 FUND 20 2010 8102010 54110 INTERFUND TRANSFER OUT 1,253 - - - - - 810 HWY 152 BOND SERIES 2018 FUND 20 2010 8102010 54150 OVERHEAD CHARGES - - - - 27 29 810 HWY 152 BOND SERIES 2018 FUND 20 2010 8102010 57110 DEBT REDEMPTION 651,251 774,579 701,610 701,611 724,263 744,468 810 HWY 152 BOND SERIES 2018 FUND 20 2010 8102010 57115 DEBT INTEREST 228,952 109,996 184,084 184,084 160,784 135,959 810 HWY 152 BOND SERIES 2018 FUND 20 2010 8102010 57125 PREPAYMENTS/DEBT - - - - - - HWY 152 BOND SERIES 2018 FUND Total 908,498 899,932 886,294 901,803 901,358 897,554 813 EMPLOYEE WELLNESS 10 1000 8131000 52610 PROGRAM EXPENSES - - - 3,500 - - EMPLOYEE WELLNESS Total - - - 3,500 - -
814 MUSEUM ENDOWMENT TRUST 50 5000 8145000 54110 INTERFUND TRANSFER OUT - - - 800 - - 814 MUSEUM ENDOWMENT TRUST 50 5000 8145000 58120 DONATIONS - - - - - - MUSEUM ENDOWMENT TRUST Total - - - 800 - -

9.2 p. 186 of 794
Source of Funds General Fund Special Revenue Capital Project Debt Service Enterprise Internal Services Agency & Trust All Funds Taxes $ 53,037,477 $ 905,400 $ - $ 1,897,850 $ - $ - $ 901,331 $ 56,742,058 Charges for Services 7,124,811 596,650 13,522,141 27,575,940 14,315,826 - 63,135,368 Fines and Forfeitures 223,547 - - - - - - 223,547
Interfund Transfers 1,107,578 1,787,313 719,202 3,063,873 2,244,000 796,377 - 9,718,343 Grants and Intergovernmental 359,875 7,047,773 4,153,744 - - - - 11,561,392 Licenses and Permits 2,825,700 - - - - - - 2,825,700
Other Financing Sources - - 12,500,000 - - - - 12,500,000 Other Revenues 1,028,745 305,900 381,746 - 5,000 645,000 - 2,366,391 Use of Money and Property 478,667 416,985 852,077 22,125 1,129,552 461,171 45,718 3,406,295 Total Sources $ 66,186,400 $ 11,060,021 $ 32,128,910 $ 4,983,848 $ 30,954,492 $ 16,218,374 $ 947,049 $ 162,479,094 Uses of Funds General Fund Special Revenue Capital Project Debt Service Enterprise Internal Services Agency & Trust All Funds Capital Outlay $ 2,076,265 $ 4,811,266 $ 26,552,266 $ - $ 8,376,470 $ 7,022,518 $ - $ 48,838,785 Interfund Transfers 2,499,998 420,966 5,973,591 - 23,460,993 - - 32,355,548 Internal Service Charges 9,369,326 141,193 27,990 3,568 5,332,866 690,580 27 15,565,550 Materials and Services 9,528,821 4,140,804 615,650 15,111 3,974,636 8,146,397 16,284 26,437,703 Other Expenses and Charges 442,956 275,952 - 4,899,922 6,989,000 1,259,950 885,047 14,752,827 Personnel Expenses 47,931,436 1,017,147 4,500 8,257,561 2,616,380 - 59,827,024 Total Uses $ 71,848,803 $ 10,807,328 $ 33,173,997 $ 4,918,601 $ 56,391,526 $ 19,735,825 $ 901,358 $ 197,777,437 Source/(Use) Variance $ (5,662,403) $ 252,693 $ (1,045,087) $ 65,247 $ (25,437,034) $ (3,517,451) $ 45,691 $ (35,298,343) Fund Balance July 1, 2023 $ 34,631,799 $ 13,632,696 $ 49,034,496 $ 16,609,532 $ 76,696,399 $ 13,479,411 $ 884,211 $ 204,968,543 Proj. Balance June 30, 2024 $ 28,969,396 $ 13,885,389 $ 47,989,409 $ 16,674,779 $ 51,259,365 $ 9,961,959 $ 929,902 $ 169,670,199 Source of Funds General Fund Special Revenue Capital Project Debt Service Enterprise Internal Services Agency & Trust All Funds Taxes $ 54,917,203 $ 922,700 $ - $ 1,897,950 $ - $ - $ 897,525 $ 58,635,378 Charges for Services 7,408,724 657,645 27,549,986 - 28,127,388 14,089,290 - 77,833,033 Fines and Forfeitures 223,547 - - - - - - 223,547
Interfund Transfers 1,851,183 1,787,313 694,621 3,067,998 2,244,400 845,506 - 10,491,020 Grants and Intergovernmental 341,195 11,091,194 2,621,471 - - - - 14,053,860 Licenses and Permits 3,079,500 - - - - - - 3,079,500
Other Financing Sources - - 12,500,000 - - - - 12,500,000 Other Revenues 1,011,602 307,900 - - 5,000 4,046,718 - 5,371,220 Use of Money and Property 488,240 426,491 867,118 22,568 886,143 470,647 44,491 3,205,698 Total Sources $ 69,321,194 $ 15,193,243 $ 44,233,196 $ 4,988,516 $ 31,262,931 $ 19,452,161 $ 942,016 $ 185,393,256 Uses of Funds General Fund Special Revenue Capital Project Debt Service Enterprise Internal Services Agency & Trust All Funds Capital Outlay $ 1,957,010 $ 9,457,800 $ 26,417,670 $ - $ 20,746,568 $ 4,299,900 $ - $ 62,878,948 Interfund Transfers 2,499,998 434,677 6,002,664 - 10,063,535 686,000 - 19,686,874 Internal Service Charges 9,022,050 143,653 29,170 3,719 5,462,965 716,461 29 15,378,047 Materials and Services 8,139,685 3,799,756 48,175 15,868 3,084,584 8,709,777 17,099 23,814,944 Other Expenses and Charges 452,556 157,952 - 4,904,602 7,223,050 1,323,159 880,427 14,941,745 Personnel Expenses 50,692,899 1,076,357 4,500 - 9,189,829 2,767,655 - 63,731,240 Total Uses $ 72,764,198 $ 15,070,195 $ 32,502,179 $ 4,924,189 $ 55,770,531 $ 18,502,952 $ 897,554 $ 200,431,799 Source/(Use) Variance $ (3,443,004) $ 123,048 $ 11,731,017 $ 64,327 $ (24,507,600) $ 949,209 $ 44,462 $ (15,038,542) Proj. Fund Balance July 1, 2024 $ 28,969,396 $ 13,885,389 $ 47,989,409 $ 16,674,779 $ 51,259,365 $ 9,961,959 $ 929,902 $ 169,670,199 Proj. Balance June 30, 2025 $ 25,526,391 $ 14,008,437 $ 59,720,426 $ 16,739,106 $ 26,751,765 $ 10,911,168 $ 974,364 $ 154,631,657 Fiscal Year 2024 Combined Statement
Fiscal Year 2025 Combined Statement

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Link to Complete Budget Document: https://www.cityofgilroy.org/569/Budget

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City of Gilroy

STAFF REPORT
Agenda Item Title: Gilroy Square Project – Gilroy Crossings Phase II Planned Unit Development Zoning Amendment,
Tentative Map, and Architectural and Site Review for
Property Located at 6970 Camino Arroyo (File No: Z
22-02, TM 21-02, AS 21-13)
Meeting Date: June 5, 2023
From: Jimmy Forbis, City Administrator
Department: Community Development
Submitted By: Sharon Goei, Community Development Director Prepared By: Kraig Tambornini, Senior Planner
STRATEGIC PLAN GOALS Promote Economic Development Activities

RECOMMENDATION
Staff has analyzed the proposed project and recommends that the City Council:
a) By resolution, adopt a Mitigated Negative Declaration prepared for the Gilroy Square project, based on the independent analysis of the City Council and in accordance with the California Environmental Quality Act (CEQA); and b) Motion to read an ordinance by title only and waive further reading; and c) Introduce an ordinance of the City Council approving Planned Unit Development Zoning Amendment Z 22-02 for Gilroy Crossings Phase II; and d) Adopt a resolution approving Tentative Map TM 21-02; and e) Adopt a resolution approving Architectural and Site Review AS 21-13 for the Planned Unit Development.

EXECUTIVE SUMMARY
The project proposes to develop 10.18 acres of vacant land within Gilroy Crossings Commercial/Industrial Planned Unit Development (PUD), which is located southeast of Highway 101 and Highway 152. The Gilroy Crossings PUD boundary encompasses approximately 68 acres that include the subject site, Gilroy Crossing Shopping Center

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Gilroy Square Project - Gilroy Crossings Phase II Planned Unit Development Zoning Amendment, Tentative Map, and Architectural and Site Review for Property Located at 6970 Camino Arroyo (Z 22-02, TM 21-02, AS 21-13)
City of Gilroy City Council Page 2 of 5 June 5, 2023 1
1 on the west side of Camino Arroyo, and two small industrial parcels south of Holloway Road. The project site was designated for future development as Phase II of the PUD.

An amendment of the PUD is required in order to establish the commercial and industrial land uses and development standards for the buildout of Phase II. The project proposes to develop the site with a drive-through restaurant, gas station, two hotels, and two future industrial buildings. In addition to the zoning amendment, the project requires tentative map and architectural and site review entitlements.

BACKGROUND
Project Background Information: The Gilroy Crossings commercial/industrial planned development was formerly known as Regency Center PUD and permits a mix of commercial and industrial uses. Phase I has been developed as the Gilroy Crossings Shopping Center, with over 458,00 square feet of commercial development. Phase II requires the adoption of a separate development plan, updated traffic study, and environmental analysis prior to its development.

Surrounding Land Uses: The Gilroy Crossings Phase II site is along the east side of Camino Arroyo, between Holloway Road and Highway 152. The Pacheco Pass commercial/industrial planned development, formerly known as Newman Center, is located north of the site across Highway 152. This center includes Lowes, Costco, and Walmart. Vacant and developed commercial and industrial-zoned properties are located on the east side of the site, accessed from Silacci Way.

Environmental Assessment: Environmental review is required prior to City approval of discretionary development projects that do not qualify as exempt or have unique impacts that were not fully assessed in the Environmental Impact Report (EIR) prepared for the City’s General Plan. The purpose of CEQA is to ensure the environmental impacts of a project are disclosed to the public, sufficiently evaluated, and mitigated to the extent possible. If impacts are identified but can be mitigated below significance thresholds, a Mitigated Negative Declaration may be adopted. Otherwise, an EIR would be prepared. After an environmental determination is made, the City can decide whether the project should be approved based on its own merit.

An Environmental Impact Report was adopted for the original Regency Center PUD that included the development of the Phase I shopping center (City Council Resolution 2002-85). The Regency Center EIR included a preliminary assessment of traffic impacts anticipated for the buildout of Phase II. At the time, an intersection level of service standard was used to analyze traffic impacts. The EIR included mitigation measures for traffic improvements to be made as necessary to accommodate Phase II. Alternative mitigation could be applied if supported by a subsequent traffic study (per approval TM 02-06, Condition 26).

Phase II Project CEQA Review:

An updated environmental review has been prepared to analyze the proposed Phase II PUD amendment. This included updated traffic analysis based on vehicle miles traveled (VMT) thresholds and a review of current site characteristics and settings. The updated

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Gilroy Square Project - Gilroy Crossings Phase II Planned Unit Development Zoning Amendment, Tentative Map, and Architectural and Site Review for Property Located at 6970 Camino Arroyo (Z 22-02, TM 21-02, AS 21-13)
City of Gilroy City Council Page 3 of 5 June 5, 2023 1
1 review concluded that the project would have less than significant impacts on the environment with conditions and/or mitigation measures incorporated; thus, a Mitigated Negative Declaration (MND) was prepared. The MND assessed Air Quality, Biological Resources, Cultural Resources, Geology and Soils, Greenhouse Gas Emissions, Hydrology/Water Quality, Noise, Traffic, and Transportation impacts. Comments on the MND were considered and are included in the Final MND prepared for the project.

The Planning Commission independently reviewed and recommended the adoption of the project MND. The City Council must also independently review and determine whether the MND adequately analyzes and mitigates project impacts. The Mitigated Negative Declaration determination form and a Mitigation Monitoring and Reporting Program (MMRP) have been prepared and are attached to this report. The complete Gilroy Square environmental document, including the initial study and appendices, has been published and is available for review on the City website. Links to the documents are included in the attachments to this report.

Based on the analysis prepared for this project, no significant adverse impacts are expected to result from the proposed development, and the City Council can adopt the MND. A draft resolution has been prepared for consideration.

Planning Commission Action: The Planning Commission held a duly noticed public hearing on the project at its regular meeting on May 4, 2023. Following discussion, including consideration of the staff report and comments made at the meeting, the Planning Commission voted 6-0 (with one absent) to recommend the City Council adopt the Mitigated Negative Declaration and approve the zoning amendment, architectural and site review permit, and tentative map requests.

ANALYSIS
General Plan Consistency:

With the subject project, a total of 58.34 acres of land in the PUD would be developed as commercial and 10 acres developed as industrial. Although the General Plan 2040 designates 52 acres for commercial land use and 16.34 acres for industrial, the PUD allows for a 25-percent deviation from base land uses. This would permit up to 65 acres of commercial use within the PUD.

In consultation with the City Attorney, staff has determined that the PUD remains substantially consistent with the land use map, policies, and intent of the General Plan.

Specifically, more than 75 percent of the PUD has been built-out with a mix of commercial and industrial uses, and public improvements have been constructed serving all properties.

A General Plan consistency table has been prepared, and attached to this report, that confirms the project is in substantial conformance with the General Plan 2040 goals, policies, and anticipated land uses.

Zoning Code Conformance:

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Gilroy Square Project - Gilroy Crossings Phase II Planned Unit Development Zoning Amendment, Tentative Map, and Architectural and Site Review for Property Located at 6970 Camino Arroyo (Z 22-02, TM 21-02, AS 21-13)
City of Gilroy City Council Page 4 of 5 June 5, 2023 1
1 Consistent with Gilroy City Code (GCC) Section 30.26.30 and the Regency Center PUD, this amendment would establish all site development standards for Phase II. The Planned Unit Development zoning overlay allows flexibility from the requirements of the Zoning Ordinance in exchange for creative project design and extra project amenities.

In this case, the project proposes to conform to the base zoning standards of C3 (Shopping Center Commercial)/HC (Highway Commercial) for the commercial development and M2 (General Industrial) standards for the industrial parcels. Staff and the Planning Commission have concluded that the project complies with all applicable zoning standards and review criteria, as follows:

Architectural and Site Review: The project has been reviewed for compliance with the applicable review criteria, pursuant to in GCC Section 30.50.43 (for architectural and site review) and Section 30.50.50 (for planned development permit review). The project provides adequate vehicle queuing and 392 shared parking spaces, where 372 spaces are required. Bicycle parking will be required in compliance with the building code, which establishes short-term and long-term bicycle parking requirements. The design standards are established in the project architectural drawings, which indicate that buildings would be fully articulated on all four sides and include attractive and quality finishes.

Planned Unit Development: The PUD would build out the site as anticipated, providing new retail, tourism, and employment opportunities. The site plan is logical, orderly and complements the existing center. In addition, the project includes the following amenities:
• Provides greater landscaping covering at least 18% of the site, exceeding the 8% minimum standard required pursuant to section 30.38.60. • Includes a requirement for public art to be installed on-site subject to City approval of location and detail. The site has several possible locations for art placement, including at the main entry from Camino Arroyo, an intersection near Highway 152, or in landscape areas in front of the hotels. • Includes connectivity with the property to the east, which will improve traffic circulation for both sites.

Tentative Map:

The tentative map proposes lots in excess of the minimum 8,000 square foot size required for commercial sites, and lots are sufficiently sized for industrial development.

Each lot has access at the street frontage; existing and proposed easements for shared use and maintenance of the landscaping, parking, and drive aisles; and cross-lot access to the property to the west. The map is in accordance with GCC Chapter 21 regulating subdivisions, given that this property does not require any further right-of-way dedication, has the infrastructure to serve the property, and lots meet the minimum zoning size requirements.

Technical Advisory Committee (TAC): Project plans were routed to Engineering, Building, Police, and Fire representatives for internal review and comment.

Recommendations of the TAC members have been incorporated into the project plans and/or are included as conditions in the attached resolutions.

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Gilroy Square Project - Gilroy Crossings Phase II Planned Unit Development Zoning Amendment, Tentative Map, and Architectural and Site Review for Property Located at 6970 Camino Arroyo (Z 22-02, TM 21-02, AS 21-13)
City of Gilroy City Council Page 5 of 5 June 5, 2023 1
1 ALTERNATIVES
Options available to the City Council include project denial or approval with further revision. The project has been determined to satisfy City standards and policies as proposed with conditions. Therefore, staff does not recommend these alternative actions.

FISCAL IMPACT/FUNDING SOURCE
Fees have been collected from the applicant to fund staff time and resources required to evaluate this project. The applicant shall bear all costs of review and construction. The City has no funding obligations associated with the development.

PUBLIC OUTREACH
Property owner information (i.e. list, labels, and map) within 500 feet of the subject site was generated using current ownership data. Notices of the Planning Commission and City Council meetings were mailed to the property owners along with other interested parties at least ten days prior to the hearings. In addition, notices were published in the Gilroy Dispatch, the property has been posted with on-site signage notifying passers-by of pending development, and the Planning Commission and City Council public hearing packets are available through the City's webpage.

NEXT STEPS
If approved, the PUD ordinance amendment would be scheduled for adoption at the June 19, 2023 City Council meeting, after which the applicant can pursue construction permits. Staff would also file a CEQA Notice of Determination within five days of each action.

Attachments:

1. Vicinity Map

2. Planning Commission Resolutions of Approval

3. Planning Commission Staff Report May 4, 2023

4. Project Plans (Architectural, Civil, Landscape, Photometric, Tentative Map, Color and Materials Board)

5. General Plan Compliance Table

6. Links to Project Initial Study/MND CEQA Documents

7. Draft CEQA Resolution
a. Final Revised MND
b. Final Revised MMRP

8. Draft PUD Zoning Amendment Ordinance

9. Draft Tentative Map Approval Resolution

10.Draft Architectural and Site Review Approval Resolution

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Note: Map is for reference purposes only.

Exhibit A
17,712 City of Gilroy, GIS Services
2,952.1
1: NAD_1983_StatePlane_California_III_FIPS_0403_Feet
1,476.03 Feet 0 2,952.1
Vicinity Map - Gilroy Square

9.3 p. 194 of794
MND SCH2023010472
RESOLUTION NO. 2023-04

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF GILROY

RECOMMENDING TO THE CITY COUNCIL ADOPTION OF A MITIGATED

NEGATIVE DECLARATION AND MITIGATION MONITORING AND

REPORTING PROGRAM FOR GILROY SQUARE PROJECT,INCLUDING ZONE

CHANGE, PLANNED UNIT DEVELOPMENT ZONING AMENDMENT,

ARCHITECTURAL AND SITE REVIEW AND TENTATIVE MAP
ENTITLEMENTS FOR DEVELOPMENT OF 10.18 ACRES OF PROPERTY WITHIN GILROY CROSSINGS PHASE II, C3-HC-M2 PUD OVERLAY ZONE DISTRICT, LOCATED AT 6970 CAMINO ARROYO, APN 841-70-049 (SCH 2023010472)
WHEREAS, on July 29, 2021, Bhagirath Desai, Temple Gilroy LLC submitted an application requesting planned development zone change, architectural and site review and tentative map zoning entitlements for the Gilroy Square development project consisting of a drivethrough restaurant, vehicle fueling station with a convenience store and carwash, two 4 story hotels with 200 rooms, and two speculative industrial buildings, all of which would be on separate new parcels; and
WHEREAS, on July 7, 2022, the application submittal was accepted as complete; and WHEREAS, pursuant to the California Environmental Quality Act (CEQA) environmental review was required to identify, evaluate and disclose the potential environmental effects of the project before the City could consider the project merits. In accordance with CEQA Section 15070 of the California Code of Regulations, the City of Gilroy Planning Division prepared an Initial Study and determined that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent; and WHEREAS, the draft mitigated negative declaration was published and circulated for a 30-day public review from January 27, 2023 through February 27, 2023; and WHEREAS, minor comments on the draft mitigated negative declaration were received during the public review period, and responses to the comments were prepared that resulted in no changes being made to the analysis, conclusions and determinations of the environmental document; and
WHEREAS, on May 4, 2023 the Planning Commission held a duly noticed public meeting, at which time the Planning Commission received and considered the staff report as well as all evidence received including written and oral public testimony on the Gilroy Square project mitigated negative declaration and the project zoning applications; and
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Resolution No. 2023-04

MND - Gilroy Square
WHEREAS, the Planning Commission based on its independent judgement and analysis of the whole record before it, including the initial study, mitigated negative declaration together with comments received during the public review period, has determined that the mitigated negative declaration has adequately evaluated the potential impacts of the Gilroy Square project and that there is no substantial evidence that the project will have a significant effect on the environment with the mitigation measures included; and
WHEREAS, the location and custodian of the documents or other materials which constitute the record of proceedings upon which the project approval is based is the Community Development Department, Planning Division.

NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Gilroy hereby recommends the City Council adopt the mitigated negative declaration and mitigation monitoring and reporting program prepared by the City of Gilroy environmental consultant, EMC Planning Group January 2023 and revisions dated March 7, 2023 to analyze the proposed Gilroy Square project.

PASSED AND ADOPTED this 4
th day of May, 2023 by the following roll call vote:

AYES: Commissioner Elle, Lewis, Montez, Ramirez, Vice Chair Kushner, and Chair Bhandal
NOES: None
ABSENT: Commissioner Leongardt
ATTEST: APPROVED:
_________________________________ __________________________________ Sharon Goei, Secretary Manny Bhandal,
Community Development Director Chairperson
Attachments:

Mitigated Negative Declaration - Revised
Mitigation Monitoring and Reporting Program
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RESOLUTION NO. 2023-05

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

GILROY RECOMMENDING TO THE CITY COUNCIL ADOPTION OF A

PLANNED UNIT DEVELOPMENT AMENDMENT TO GILROY CROSSINGS
PHASE II C3-HC-M2 PUD ZONE DISTRICT, FOR THE GILROY SQUARE PROJECT ON 10.18 ACRES OF PROPERTY LOCATED AT 6970 CAMINO ARROYO, APN: APN 841-70-049 (FILE NUMBER Z 22-01)
WHEREAS, on July 29, 2021, Bhagirath Desai, Temple Gilroy LLC submitted an application requesting planned development zone change for property designated for development as phase II of an existing C3-HC-M2 PUD overlay district known as Gilroy Crossing, originally approved by Ordinance 2003-01, City File Z 02-06; and WHEREAS, in accordance with the PUD overlay requirements the rezoning request includes an architectural and site review application request for approval of the project site plan and design, along with a tentative parcel map to create six separate lots for proposed development with a drive-through restaurant, vehicle fueling station with a convenience store and carwash, two 4-story hotels with 200 rooms, and two speculative industrial buildings, all of which would be on separate new parcels; and
WHEREAS, on July 7, 2022, the application submittal was accepted as complete; and WHEREAS, an initial study/mitigated negative declaration (MND) and mitigation monitoring and reporting program (MMRP) has been adopted for the project by separate resolution, and the mitigation monitoring and reporting program shall apply to approve of project zoning entitlements, which incorporates the mitigation measures identified in the MND to reduce the project potential environmental impacts to less than significant, in compliance with the California Environmental Quality Act; and
WHEREAS, on May 4, 2023 the Planning Commission held a duly noticed public meeting, at which time the Planning Commission received and considered the staff report as well as all evidence received including written and oral public testimony on the Gilroy Square zoning amendment and related entitlements; and
WHEREAS, in accordance with City of Gilroy Zoning Code Section’s 30.52.40 and Section 30.52.60, the Planning Commission finds that the proposed Zoning Ordinance Planned Unit Development Amendment is necessary to implement the general purposes and intent of the zoning code, including Section 30.1.10 and Section 30.26.10, and the goals and policies of the 2040 General Plan, by proposing a planned development amendment to support the types of commercial and industrial development anticipated for the site and which would benefit Gilroy residents and visitors; and
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WHEREAS, the location and custodian of the documents or other materials which constitute the record of proceedings upon which the project approval is based is the Community Development Department, Planning Division.

NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Gilroy hereby recommends to the City Council the approval of Zoning Amendments Z22-01 as identified in Exhibit A to this Resolution,
PASSED AND ADOPTED this 4
th day of May by the following roll call vote:

AYES: Commissioner Elle, Lewis, Montez, Ramirez, Vice Chair Kushner, and Chair Bhandal
NOES: None
ABSENT: Commissioner Leongardt
ATTEST: APPROVED:
______________________________ ___________________________________ Sharon Goei, Secretary Manny Bhandal, Chairperson
Community Development Director
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Z 22-01
Exhibit A
ORDINANCE NO. 2023-XX

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GILROY

AMENDING GILROY CROSSINGS PHASE II COMMERCIAL/INDUSTRIAL PLANNED UNIT DEVELOPMENT (C3-HC-M2 PUD) ZONE DISTRICT FOR THE GILROY SQUARE PROJECT CONSISTING OF 10.18 ACRES OF
PROPERTY LOCATED AT 6970 CAMINO ARROYO, APN: APN 841-70-049 (FILE NUMBER Z 22-01)
WHEREAS, on July 29, 2021, Bhagirath Desai, Temple Gilroy LLC submitted an application requesting adoption of a planned unit amendment and establish the development plan for Phase II of the Gilroy Crossings C3-HC-M2 PUD for the Gilroy Square development project consisting of a drive-through restaurant, vehicle fueling station with a convenience store and carwash, two 4 story hotels with 200 rooms, and two speculative industrial buildings; and WEREAS, on May 4, 2023, the Planning Commission held a duly noticed public hearing, considered written and oral public testimony, made affirmative findings that the zoning amendment implements the purposes and intent of the zoning code and the general plan goals and policies, and by _____ vote recommended that the City Council approve the zoning amendment; and
WHEREAS, on June __, 2023, the City Council held a duly noticed public hearing, considered written and oral public testimony, the staff report, and all other documentation related to the zoning amendment; and
WHEREAS, an initial study/mitigated negative declaration (MND) and mitigation monitoring and reporting program (MMRP) were adopted for the project, by separate resolution, which incorporates mitigation measures identified to reduce project potential environmental impacts to less than significant, in compliance with the California Environmental Quality Act; and
WHEREAS, the location and custodian of the documents or other materials that constitute the record of proceedings upon which Z 22-01 approval is based is the office of the City Clerk.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GILROY DOES HEREBY ORDAIN AS FOLLOWS:

SECTION I
The City Council finds that:

A. The planned unit development zoning amendment to Z 02-06 for the subject Gilroy Crossings Phase II PUD overlay zone requires approval of a planned unit development permit prior to site development, subject to Gilroy City Code Section 30.50.50(d) findings. The Gilroy Square project includes a concurrent development plan permit DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 199 of 794
Resolution No. 2023-05

Z 22-01
application AS 21-13, which is incorporated herein by reference and including any subsequent amendments that may be approved in compliance with the PUD overlay district regulations.

B. The project conforms to the Gilroy General Plan in terms of general location and standards of development given that the project is consistent with the General Services and General Industrial land use designations as it consists of industrial and retail development as anticipated for the site, has been reviewed for compliance with the general plan goals, and would substantially implement all applicable policies of the general plan.

C. The project provides the type of development that would fill a specific need of the surrounding area. The PUD is required to implement development for this site pursuant to the original PUD and development plan approval AS 02-22 planning commission resolution 2003-3. As proposed the general purposes and intent of the zoning code are satisfied, including the general intent of Section 30.1.10 and the intent of Section

30.26.10 (Planned Unit Development), by proposing a planned development amendment to support the types of commercial and industrial development anticipated for the site and which would benefit Gilroy residents and visitors.

D. The project will not require urban services beyond those that are currently available.

All utilities needed to serve the project are located adjacent to the property. No increase in capacity or extension of services is required to serve buildout of the site.

E. The project reflects an economical and efficient pattern of land uses by developing the full potential of the site intensity with commercial and industrial land uses, and promotes an orderly pattern of development by following the existing pattern of development, utilizing approved access points from rights of way, and providing adequate internal and cross lot access.

SECTION II
If any section, subsection, subdivision, sentence, clause, or phrase of this Ordinance is for any reason held to be unconstitutional or otherwise void or invalid by any court of competent jurisdiction, the validity of the remaining portion of this Ordinance shall not be affected thereby.

SECTION III
Pursuant to section 608 of the Charter of the City of Gilroy, this Ordinance shall be in full force and effect thirty (30) days from and after the date of its adoption DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 200 of 794
Resolution No. 2023-05

Z 22-01
PASSED AND ADOPTED this __ day of ____ , 2023 by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

APPROVED:
_____________________________
Marie Blankley, Mayor
ATTEST:
_____________________________
Thai Pham, City Clerk
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RESOLUTION NO. 2023-07

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

GILROY RECOMMENDING TO THE CITY COUNCIL APPROVAL OF
TENTATIVE MAP FOR THE GILROY SQUARE PROJECT 10.18 ACRE
PROPERTY LOCATED AT 6970 CAMINO ARROYO, APN: APN 841-70-049 (FILE NUMBER TM 21-02)
WHEREAS, on July 29, 2021, Bhagirath Desai, Temple Gilroy LLC submitted an application for the Gilroy Square project requesting planned unit development zone change for the Gilroy Crossings C3-HC-M2 PUD phase II, architectural and site review for the PUD amendment, and tentative map to create six parcels for proposed development of a drive-through restaurant, vehicle fueling station with a convenience store and carwash, two 4 story hotels with 200 rooms, and two speculative industrial buildings, all of which would be on separate new parcels; and
WHEREAS, in compliance with the Subdivision Map Act the tentative map was referred to all utility and service providers for review and comment, including PG&E, Spectrum, Verizon, and local agencies, and no service issues or changes have been identified or required as a result of this review; and
WHEREAS, on July 7, 2022, the application submittal was accepted as complete; and WHEREAS, an initial study/mitigated negative declaration (MND) and mitigation monitoring and reporting program (MMRP) has been adopted for the project by separate resolution, and the mitigation monitoring and reporting program shall apply to approve of project zoning entitlements, which incorporates the mitigation measures identified in the MND to reduce the project potential environmental impacts to less than significant, in compliance with the California Environmental Quality Act; and
WHEREAS, on May 4, 2023, the Planning Commission held a duly noticed public meeting, at which time the Planning Commission received and considered the staff report as well as all evidence received including written and oral public testimony on the Gilroy Square zoning amendment and related entitlements; and
WHEREAS, the location and custodian of the documents or other materials which constitute the record of proceedings upon which the project approval is based is the Community Development Department, Planning Division.

NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Gilroy hereby recommends City Council approval of Tentative Map TM 21-02, pursuant to Gilroy City Code Chapter 21 and subject to all conditions for filing of a final map as identified in Exhibit A of the related entitlement AS 21-13, based on the fact that the findings required for denial of the map pursuant to Government Code Section 66474 are not made, as follows:

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(TM 21-02)
A. Finding that the subdivision is not consistent with applicable general and specific plans as specified in 65451 cannot be made given the fact that the project implements the general plan commercial services and general industrial land use designations;
B. Finding that the design or improvement of the subdivision is not consistent with applicable general and specific plans cannot be made based on the fact that the project has been reviewed by all city departments and service providers, which have confirmed existing capacity exists for serve site buildout as proposed and conditioned, and that the existing and proposed improvements meet City standards for the project and as anticipated for development within the PUD overlay district; C. Finding that the site is not physically suitable for the type of development cannot be made. The site is physically suitable for this type of development because it is generally consistent with the City’s Zoning Ordinance, Subdivision and Land Development Code;
D. Finding that the site is not physically suitable for the proposed density of development cannot be made as the project does not include any residential density and the commercial and industrial development are within the allowable floor area ratios;
E. Finding that the design of the subdivision or the proposed improvements are likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat cannot be made. Environmental review has been prepared that includes mitigation measures to avoid any such impacts, the site is within a developed urban area and is not in or adjacent unique sensitive habitat areas, and the project shall pay habitat permit impact fees applicable to the project pursuant to the Santa Clara Valley Habitat Plan which is adopted to mitigate impacts of development on local flora and fauna;
F. Finding that the design of the subdivision or type of improvements are likely to cause serious public health problems cannot be made given that the site is located within an urban context and has access to urban services including sewer and water; and
G. Finding that the design of the subdivision or the type of improvements will conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision cannot be made given that there are no existing access easements encumbering this property. Easements for pedestrian access will be provided. This subsection shall apply only to easements of record or to easements established by judgment of a court of competent jurisdiction and no authority is hereby granted to a legislative body to determine that the public at large has acquired easements for access through or use of property within the proposed subdivision.

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Resolution No. 2023-07

(TM 21-02)
PASSED AND ADOPTED this 4
th day of May by the following roll call vote:

AYES: Commissioner Elle, Lewis, Montez, Ramirez, Vice Chair Kushner, and Chair Bhandal
NOES: None
ABSENT: Commissioner Leongardt
ATTEST: APPROVED:
______________________________ ___________________________________ Sharon Goei, Secretary Manny Bhandal, Chairperson
Community Development Director
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AS 21-13
RESOLUTION NO. 2023-06

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF GILROY

RECOMMENDING TO THE CITY COUNCIL APPROVAL OF AN

ARCHITECTURAL AND SITE APPROVAL OF A PLANNED UNIT
DEVELOPMENT PERMIT FOR THE GILROY SQUARE PROJECT ON 10.18 ACRES OF PROPERTY LOCATED AT 6970 CAMINO ARROYO, APN: 841-70- 049 (FILE NUMBER AS 21-13)
WHEREAS, on July 29, 2021, Bhagirath Desai, Temple Gilroy LLC submitted an application for the Gilroy Square project requesting planned unit development zone change for the Gilroy Crossings C3-HC-M2 PUD phase II, architectural and site review for the PUD amendment, and tentative map to create six parcels for proposed development of a drive-through restaurant, vehicle fueling station with a convenience store and carwash, two 4 story hotels with 200 rooms, and two speculative industrial buildings, all of which would be on separate new parcels; and WHEREAS, on July 7, 2022, the application submittal was accepted as complete; and WHEREAS, an initial study/mitigated negative declaration (MND) and mitigation monitoring and reporting program (MMRP) has been adopted for the project by separate resolution, and the mitigation monitoring and reporting program shall apply to approve of project zoning entitlements, which incorporates the mitigation measures identified in the MND to reduce the project potential environmental impacts to less than significant, in compliance with the California Environmental Quality Act; and
WHEREAS, on May 4, 2023, the Planning Commission held a duly noticed public meeting, at which time the Planning Commission received and considered the staff report as well as all evidence received including written and oral public testimony on the Gilroy Square zoning amendment and related entitlements; and
WHEREAS, the location and custodian of the documents or other materials which constitute the record of proceedings upon which the project approval is based is the Community Development Department, Planning Division.

NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Gilroy hereby recommends to the City Council the approval of the Architectural and Site Review Planned Unit Development Permit AS 21-13 based on the following findings made pursuant to Gilroy City Code section 30.50.43 (Scope of Review) and Section 30.50.50 (Planned Unit Development)) and subject to the conditions identified in Exhibit A to this Resolution:

A. The project has been reviewed for compliance with City standards for traffic safety and efficiency including driveway and drive aisle dimensions, bicycle and vehicle parking, pedestrian access, emergency vehicle and truck circulation and access, and off-site traffic improvements. Conditions have been included as recommended by the DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 205 of 794
Resolution No. 2023-06

AS 17-25
City Engineer and consistent with those recommended in the project traffic report. The project also requires payment of traffic impact fees, and lengthening of a left turn lane queue lane into the site from Camino Arroyo. These conditions are detailed in the draft resolution for approval. As proposed and conditioned the project will provide safe and efficient traffic circulation. Furthermore, As proposed and conditioned parking for vehicles and bicycles will be provided for each building and for drive through service lanes in compliance with City standard parking regulations, building code requirements and design standards;
B. Buildings are designed to accommodate signage which shall be subject to separate sign permit and review for compliance with the Gilroy Crossings sign program; and C. As proposed and conditioned, the project includes planned unit developmentstandards and design criteria that includes unique architectural design details for each site and addressing all sides of each building, diverse colors and materials palettes that complement the buildings, and articulation in building wall planes and fenestration details;
D. Landscaping details are provided that address stormwater treatment and water efficient landscaping requirements, meeting commercial landscaping standards with minimum 21-foot landscaping proposed along the street frontage, typical 5-foot minimum planters, street trees along the project frontage and perimeter, distributed throughout parking areas, and landscape islands at the ends of parking rows; E. The project as proposed and conditioned complies with drainage and fire protection requirements;
F. Environmental impacts of the project have been adequately assessed in the mitigated negative declaration prepared for the proposed development, with mitigation measures and conditions included that ensure any potential impacts would be less than significant; and
G. The project satisfied findings for approval of the planned unit development permit as follows:
a. Conforms to the Gilroy general plan in terms of general location and standards of development in that the project is recommended as consistent with the general plan and will conform to the standard C3/HC commercial and M2 Industrial zoning building setback and height requirements;
b. Provides development which will fill a specific need of the surrounding area, in that it builds out the site with commercial and industrial uses as anticipated by the general plan and PUD;
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c. Does not require urban services beyond those which are currently available, in that the project has been reviewed by appropriate city staff and has been confirmed as within the intensity of development on which sewer and water analyses were based, and sufficient capacity exists for site buildout; d. Provides a harmonious, integrated plan which justifies exceptions, if such are required, to the normal requirements of this chapter. The applicant is proposing development that conforms to the base zoning regulations and as proposed and conditioned does not require exceptions. Further, the site provides internal connectivity between compatible uses as well as adjacent sites; e. Reflects an economical and efficient pattern of land uses in that the proposed intensity of development accommodates allowed uses, including desired visitor accommodation, in compliance with city standards;
f. Include greater provisions for landscaping and open space than would generally be required, in that the site utilizes predominately low water use plants as shown on plan sheet L1.00, incorporates bioretention areas in site landscaping, and provides more than 18% of the site in landscaping exceeding the 8% minimum standard required pursuant to section 30.38.60;
g. Utilizes creative, aesthetic design principles to create attractive buildings, open space and site design to blend with the character of surrounding areas; in that the design and architecture includes high quality materials, fully articulated facades, screening of exterior equipment and is compatible with the design in Gilroy Crossings Phase 1 shopping center;
h. Would not create traffic congestion, noise, odor, or other adverse effects on surrounding areas as the project has been conditioned to avoid any conflicts or issues and accommodate anticipated traffic flows; and
i. Provides adequate access, parking, landscaping, trash areas and storage, as necessary, as shown on plans and conditioned.

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AS 17-25
PASSED AND ADOPTED this 4
th day of May by the following roll call vote:

AYES: Commissioner Elle, Lewis, Montez, Ramirez, Vice Chair Kushner, and Chair Bhandal
NOES: None
ABSENT: Commissioner Leongardt
ATTEST: APPROVED:
______________________________ ___________________________________ Sharon Goei, Secretary Manny Bhandal, Chairperson
Community Development Director
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EXHIBIT A
AS 21-13
Gilroy Square (Gilroy Crossings Phase II-PUD)

PLANNING CONDITIONS
The following GENERAL conditions authorize specific terms of the project ENTITLEMENT(S).

1. APPROVED PROJECT: The approval is granted for Gilroy Crossings Planned Unit Development Phase II, 10.18 acre site located on the east side of Camino Arroyo, which includes a tentative map to create 6 parcels, architectural and site plan approval for a new restaurant with a drive through, a gas station with convenience store and car wash, two four story hotels and two lots for future industrial uses that shall be subject to C3/HC commercial and M2 industrial development standards, as specifically shown on the approved project development plans as follows:
 Architectural Plans prepared for Gilroy Square by ACE Design LLC dated 1/26/23 consisting of 36 sheets;
 Civil Plans prepared for Gilroy Square by ACE Design LLC, dated 2/9/23 consisting of 9 sheets;
 Landscape Plan prepare for Gilroy Square Development by Quadriga, dated 7/9/21 consisting of 1 sheet;
 Photometric Plan prepared for Gilroy Square by ACE Design LLC, dated 1/23/23 consisting of 2 sheets;
 Materials Boards for Burger King, C Store, Canopy, Carwash, Holiday Inn Suite, Residence Inn, Future Warehouse 1 and Future Warehouse 2, stamped approved in the project file; and
 Tentative Subdivision Map for 6970 Camino Arroyo by Rose’s Engineering dated 7/23/22 Sheet 1.

Build-out of the project shall conform to the plans, except as otherwise specified in these conditions. Any future adjustment or modification to the plans, including any changes made at time of building permit submittal, shall be considered by the Community Development Director or designee, may require separate discretionary approval, and shall conform to all City, State, and Federal requirements, including subsequent City Code requirements or policies adopted by City Council.

2. PERMIT EXPIRATION: The expiration date of this approval is two years from the decision date of the City Council. If any development for which architectural and site approval has been granted has not obtained building permits within two (2) years from the date of notification of approval, the approval shall be deemed automatically revoked.

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Upon application, an extension of time may be granted by the Community Development Director or designee. Should Developer intend to request an extension to the permit expiration date, Developer must submit to the Planning Division a written application with applicable fees prior to the expiration date. Only timely requests may be considered pursuant to the City Code.

3. RELATED ENTITLEMENTS: This permit is subject to the findings conditions of approval, and mitigation measures of concurrent related entitlements TM 21-02 and Z 22-01, or any subsequent amendments.

4. SUBSEQUENT ENTITLEMENTS: Subsequent site development, including the speculative industrial parcels if building permit applications are not filed prior to occupancy of the commercial phase of development and in accordance with approved plans, shall be subject to separate staff level administrative architectural and site permit review.

5. COMPLIANCE WITH CONDITIONS: If Developer, owner or tenant fails to comply with any of the conditions of this permit, the Developer, owner or tenant shall be subject to permit revocation or enforcement actions pursuant to the City Code. All costs associated with any such actions shall be the responsibility of Developer, owner or tenant.

6. INDEMNIFICATION: Developer agrees, as a condition of permit approval, at Developer’s own expense, to defend, indemnify, and hold harmless the City of Gilroy (“the City”) and its officers, contractors, consultants, attorneys, employees and agents from any and all claim(s), action(s) or proceeding(s) brought against the City or its officers, contractors, consultants, attorneys, employees, or agents to challenge, attack, set aside, void or annul the approval of this resolution or any condition attached thereto or any proceedings, acts or determinations taken, including actions taken under the California Environmental Quality Act of 1970, as amended, done or made prior to the approval of such resolution that were part of the approval process.

7. SIGNS: No signs are approved as part of this application. Prior to issuance of a sign permit for this site, Developer shall propose well-designed, quality signs that comply with the allowances of the City Code and Gilroy Crossings (Regency) Sign Program, subject to the satisfaction of the Community Development Director or designee.

8. WATER LIMITATIONS: Developer shall be advised that the approval is subject to the drought emergencies provisions pursuant to the Gilroy City Code Chapter

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The following conditions shall be addressed PRIOR TO ISSUANCE of any BUILDING PERMIT, GRADING PERMIT or IMPROVEMENT PLAN, whichever is first issued, or as otherwise specified in the condition.

9. CONDITIONS OF APPROVAL: Developer shall include a plan sheet(s) that includes a reproduction of all conditions of approval of this permit, as adopted by the decision-maker.

10. MULTI-PHASE DEVELOPMENT: Construction of the project may be done in multiple phases. The applicant shall submit a phasing plan for city review and approval at time of submittal of Improvement Plans or prior to issuance of the first building permit, whichever occurs first. Each phase of development must demonstrate grade and landscape connectivity with adjacent site improvements.

The first development in the commercial phase shall be responsible for completion of all required off-site, frontage landscaping and sidewalks for the entire phase, and shared bioswale, parking or drive aisle improvements adjacent to the subject parcel.

11. PUBLIC ART/PUD AMENITY: In compliance with City Code 30.26 (PUD amenity) and other City policies, prior to issuance of grading permits the developer shall submit a process, timetable, and evidence of commitment acceptable to the City to ensure installation of a suitable, significant piece of public-oriented sculpture or similar public art installation prior to occupancy.

Preliminary concepts, artist, and type of work shall be submitted to the Community Development Director for review. All public art must be reviewed and approved by the City of Gilroy Arts and Culture Commission prior to issuance of building permits.

12. HABITAT PERMIT: Concurrent with or prior to an application for a grading permit, Developer shall obtain a final Habitat Permit approval and submit payment of mitigation fees. The grading permit will be issued only after approval of the Habitat Plan permit and payment of assessed fees. The applicant shall be responsible for all costs associated with review and issuance of the permit, including application processing fee and consultant review deposit.

The application shall consist of submittal of a Santa Clara Valley Habitat Plan Application For Private Projects and Fees and Conditions. Applications for Private Projects shall be submitted electronically through the agency website]. See the Santa Clara Valley Habitat Agency website: https://www.scv-habitatagency.org for more information.

13. CERTIFICATION OF BUILDING PERMIT PLANS: The project architect shall DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 211 of 794
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certify in writing that the architectural design shown in the building permit plans match the plans approved by the Community Development Director or designee/Planning Commission/City Council. Any changes must be clearly noted.

The project architect shall also certify that the structural plans are consistent with the architectural plans. In the event of a discrepancy between the structural plans and the architectural plans, the architectural plans shall take precedence, and revised structural drawings shall be submitted to the Building Division.

14. SUBSEQUENT ENTITLEMENTS: Developer shall obtain necessary permits prior to initiating any new construction or modifications authorized under this approval, including but not limited to temporary construction trailers, temporary staging areas, model home sales offices, advertising signs of any kind, exterior and interior modifications. Developer shall pay all requisite fees in effect at the time of plan submittal and/or issuance, as applicable.

15. OTHER REVIEW AGENCIES: This project requires review and approval by outside agencies including, but not limited to [REVIEWING AGENCIES]. Proof of approval from these agencies may be required prior to building permit issuance, inspections, or prior to Certificate of Occupancy.

16. COLORS AND MATERIALS: Plans submitted for building permit applications shall include all exterior building materials and colors, including product and finish manufacturer name, color name and number, and surface finish type (e.g. stucco with sand finish, plaster with smooth finish) to be used in construction.

17. LIGHTING PLAN: Developer shall submit a lighting plan with the application for building permit. This plan should include photometric contours, manufacturer’s specifications on the fixtures, and mounting heights. Parking lot and exterior light fixtures shall be full cutoff type so that lighting is directed downward only, minimizing glare and light pollution, and shall not cast light on any adjacent property or roadway. Developer shall recess or conceal any under-canopy lighting elements so they are not directly visible from any public area. The lighting plan must be approved by the Community Development Director or designee.

18. LANDSCAPE AND LIGHTING PLAN: Prior to issuance of grading permits, Developer shall submit a combined landscape and lighting plan to verify all project onsite lighting shall be of a type and in a location that does not constitute a hazard to vehicular traffic, either on private property or on public property, including streets. Such lighting shall not conflict with drainage plans, landscape plans, tree locations, parking spaces, or any other such land use concerns.

19. BICYCLE RACKS OR STORAGE: Bicycle racks and lockers shall be provided as required by the Building Division and Engineering conditions of approval. Racks DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 212 of 794
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shall be “inverted U,” or equivalent as approved by the Community Development Director, and must secure the frame and both wheels. Racks should be located near the building entrance (i.e., within constant visual range) unless it is demonstrated that they create a public hazard or locating them there is otherwise infeasible. If space is unavailable near building entrances, the racks must be designed so that the lock is protected from physical assault.

20. PARKING MANAGEMENT PLAN (SHARED PARKING): Developer shall create a parking management plan describing parking allocation for residents, guests, and/or commercial uses within the project, subject to approval by the Community Development Director or designee.

21. MUTUAL ACCESS: The Developer shall prepare a legal agreement recorded to run with the land providing for mutual access as follows:
a. Access and maintenance agreement shall be established for the commercial lots and for the two industrial parcels.
b. An additional access opportunity shall be provided from the northerly portion site drive aisle to parcel(s) east of the site, on Silacci Way, subject to review and approval by the City Engineer and Community Development Director. c. Agreement shall be approved by the City Attorney, City Engineer and Community Development Director or designee and shall state that it may not be modified without the City’s consent.

22. LOADING ZONES: Prior to issuance of building permit, Developer shall stripe all loading zones, whether situated outside or inside a structure, for loading and unloading activities only and shall post a sign prohibiting storage or other nonloading activity within the designated loading zone.

23. TRASH ENCLOSURE: Prior to building permit issuance, details of an opaque screen trash enclosure are to be shown on construction drawings and approved by the Community Development Director or designee. The trash enclosure should match the architectural design, color, and materials of the primary structure. The trash enclosure for restaurants and other uses with food service shall be equipped with hot water, a drain inlet to the sanitary sewer system, and a locking device.

24. SCREENING OF APPERTUNANCES: Developer shall show screening on construction drawings details as follows:
a. Screening for all exterior equipment, including but not limited to mechanical equipment, post indicator valves, backflow prevention devices, utility meters, mailboxes and address directories, etc.
b. Ground mounted utility appurtenances such as transformers shall not be visible from any public right-of-way and shall be adequately screened through the use or combination of concrete or masonry walls, berms, and DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 213 of 794
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landscaping.
c. Backflow preventers shall be painted dark green, except the fire connection which shall be painted yellow. The final placement and design of these items shall be to the satisfaction of the Community Development Director or designee.

25. ROOFTOP EQUIPMENT: Developer shall ensure rooftop mechanical equipment, including but not limited to heating and cooling systems, plumbing vents, ducts, antennas and other appurtenances protruding from the roof are recessed or otherwise screened. Details of the roof equipment and roof screens shall be included in the building permit drawings and approved by the Community Development Director or designee.

26. ROOF AND BUILDING DRAINPIPES: Developer shall install all roof and building drainpipes and downspouts inside building elements. These items shall not be visible on any exterior building elevations.

27. RAIN GUTTERS AND DOWNSPOUTS: Developer shall install all roof and building rain gutters and downspouts, vents, and flashing to integrate as closely as possible with building design elements, including matching the color of the adjacent surface.

28. LANDSCAPING: Prior to building permit issuance, proposed landscaping shall be shown on the site plan and submitted with the construction drawings for review and approval by the Community Development Director or designee.

29. LANDSCAPE MULCH: As part of the Landscape Plan submittal, Developer shall clarify a minimum three (3) inch layer of mulch to be applied on all exposed soil surfaces, as required by the State Model Water Efficient Landscape Ordinance (MWELO).

30. INVASIVE PLANT SPECIES: Developer shall not include any invasive plant species, such as those listed by the California Invasive Plant Council.

31. LANDSCAPE DOCUMENTATION PACKAGE: Prior to issuance of building permits or initiation of the proposed use, whichever comes first, Developer shall submit a completed Landscape Documentation Package, including a soil analysis/management report along with appropriate application review fees, to the Community Development Department, including required documentation for compliance verification, and obtain approval of such plans.

32. IRRIGATION SENSORS: Prior to issuance of building permits, developer shall (as part of the irrigation system) indicate on construction drawings sensors that DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 214 of 794
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suspend or alter irrigation operation during unfavorable weather conditions (e.g. automatic rain shut-off devices).

33. PRECONSTRUCTION NESTING BIRD SURVEY: To the extent practicable, vegetation removal and construction activities shall be performed from September 1 through January 31 to avoid the general nesting period for birds. If construction or vegetation removal cannot be performed during this period, preconstruction surveys will be performed no more than two days prior to construction activities to locate any active nests as follows:
“The Developer shall be responsible for the retention of a qualified biologist to conduct a survey of the project site and surrounding 500’ for active nests: with particular emphasis on nests of migratory birds: if construction (including site preparation) will begin during the bird nesting season, from February 1 through August 31. If active nests are observed on either the project site or the surrounding area, the project applicant, in coordination with the appropriate City staff, shall establish no-disturbance buffer zones around the nests, with the size to be determined in consultation with the California Department of Fish and Wildlife (usually 100’ for perching birds and 300’ for raptors). The nodisturbance buffer will remain in place until the biologist determines the nest is no longer active or the nesting season ends. If construction ceases for two days or more and then resumes during the nesting season, an additional survey will be necessary to avoid impacts on active bird nests that may be present.”
The following conditions shall be met prior to RELEASE OF UTILITIES, FINAL INSPECTION, or ISSUANCE OF A CERTIFICATE OF OCCUPANCY, whichever occurs first, or as otherwise specified in the condition.

34. ON- AND OFF-SITE IMPROVEMENTS: Prior to occupancy, Developer shall complete all required offsite and onsite improvements related to the project, including structures, paving, and landscaping, unless otherwise allowed by the Community Development Director, or stated in these conditions.

35. LANDSCAPE AND IRRIGATION INSTALLATION: Prior to issuance of certificate of occupancy or building permit final sign-off, Developer shall complete installation of all landscaping and irrigation in accordance with the approved plans.

36. LANDSCAPE CERTIFICATE OF COMPLETION: Prior to occupancy or initiation of the proposed use, or completion of each build-out phase of development, Developer shall submit a signed Certificate of Completion, along with all necessary supporting documentation and payment to the Community Development Department, for compliance verification of the landscape installation. Developer is DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 215 of 794
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required under the Model Water Efficient Landscape Ordinance (MWELO) to provide a copy of the approved Certificate of Completion to the property owner or his or her designee.

37. PLANNING INSPECTION: Inspection(s) by the Planning Division may be required for the foundation, framing, application of exterior materials, and final completion of each structure to ensure that the construction matches the approved plans.

38. SITE CLEAN-UP: Prior to issuance of a certificate of occupancy, Developer shall remove all construction materials, debris, and vehicles from the subject property.

The following conditions shall be met prior to the approval of the FINAL MAP or PARCEL MAP, or other deadline as specified in the condition.

39. COVENANTS, CONDITIONS, AND RESTRICTIONS: Any covenants, conditions, and restrictions (CC&Rs) applicable to the project property shall be consistent with the terms of this permit and the City Code. If there is a conflict between the CC&Rs and the City Code or this permit, the City Code or this permit shall prevail.

The following conditions shall be complied with AT ALL TIMES DURING THE CONSTRUCTION PHASE OF THE PROJECT, or as otherwise specified in the condition.

40. CONSTRUCTION RELATED NOISE: To minimize potential construction-related impacts to noise, Developer shall include the following language on any grading, site work, and construction plans issued for the subject site “During earth-moving, grading, and construction activities, Developer shall implement the following measures at the construction site:
a. Limit construction activity to weekdays between 7:00 a.m. and 7:00 p.m., and on Saturdays between 9:00 a.m. and 7:00 p.m. Construction noise is prohibited on Sundays and City-observed holidays;
b. Locate stationary noise-generating equipment as far as possible from sensitive receptors when sensitive receptors adjoin or are near a construction project area;
c. Construct sound walls or other noise reduction measures prior to developing the project site;
d. Equip all internal combustion engine driven equipment with intake and exhaust mufflers that are in good condition and appropriate for the equipment;
e. Prohibit all unnecessary idling of internal combustion engines; f. Utilize “quiet” models of air compressors and other stationary noise sources DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 216 of 794
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where technology exists; and
g. Designate a “disturbance coordinator’ who would be responsible for responding to any complaints about construction noise. The disturbance coordinator will determine the cause of the noise complaint (e.g. bad muffler, etc.) and will require that reasonable measures be implemented to correct the problem.”

41. CONSTRUCTION RELATED AIR QUALITY: To minimize potential constructionrelated impacts to air quality, Developer shall require all construction contractors to implement the basic construction mitigation measures recommended by the Bay Area Air Quality Management District (BAAQMD) and shall include the following language on any grading, site work, and construction plans issued for the project site
“During earth-moving, grading, and construction activities, Developer shall implement the following basic control measures at the construction site:
a. All exposed surfaces (e.g. parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day; b. All haul trucks transporting soil, sand, or other loose material onsite or offsite shall be covered;
c. All visible mud or dirt tracked out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day.

The use of dry power sweeping is prohibited;
d. All vehicle speeds on unpaved roads or pathways shall be limited to 15 miles per hour;
e. All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used;
f. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points;
g. All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications. All equipment shall be checked by a certified visible emissions evaluator; and h. Post a publicly visible sign with the telephone number and person to contact at the lead agency regarding dust complaints. This person shall respond and take corrective action within 48 hours. The Air District’s phone number shall also be visible to ensure compliance with applicable regulations.”

42. DISCOVERY OF CONTAMINATED SOILS: If contaminated soils are discovered, DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 217 of 794
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the Developer will ensure the contractor employs engineering controls and Best Management Practices (BMPs) to minimize human exposure to potential contaminants. Engineering controls and construction BMPs will include, but not be limited to, the following:
a. Contractor employees working on-site will be certified in OSHA’s 40-hour Hazardous Waste Operations and Emergency Response (HAZWOPER) training;
b. Contractor will stockpile soil during development activities to allow for proper characterization and evaluation of disposal options;
c. Contractor will monitor area around construction site for fugitive vapor emissions with appropriate filed screening instrumentation; d. Contractor will water/mist soil as it is being excavated and loaded onto transportation trucks;
e. Contractor will place any stockpiled soil in areas shielded from prevailing winds; and
f. Contractor will cover the bottom of excavated areas with sheeting when work is not being performed.

43. DISCOVERY OF PALEONTOLOGICAL RESOURCES: In the event that a fossil is discovered during construction of the project, excavations within 50’ of the find shall be temporarily halted or delayed until the discovery is examined by a qualified paleontologist, in accordance with the Society of Vertebrate Paleontology standards. The City shall include a standard inadvertent discovery clause in every construction contract to inform contractors of this requirement. If the find is determined to be significant and if avoidance is not feasible, the paleontologist shall design and carry out a data recovery plan consistent with the Society of Vertebrate Paleontology standards.

44. DISCOVERY OF ARCHAEOLOGICAL RESOURCES: In the event of an accidental discovery of archaeological resources during grading or construction activities, Developer shall include the following language on any grading, site work, and construction plans issued for the project site:
“If archaeological or cultural resources are discovered during earth-moving, grading, or construction activities, all work shall be halted within at least 50 meters (165 feet) of the find and the area shall be staked off immediately.

The monitoring professional archaeologist, if one is onsite, shall be notified and evaluate the find. If a monitoring professional archaeologist is not onsite, the City shall be notified immediately and a qualified professional archaeologist shall be retained (at Developer’s expense) to evaluate the find and report to the City. If the find is determined to be significant, appropriate mitigation measures shall be formulated by the professional archaeologist DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 218 of 794
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and implemented by the responsible party.”

45. DISCOVERY OF HUMAN REMAINS: In the event of an accidental discovery or recognition of any human remains, Developer shall include the following language in all grading, site work, and construction plans:
“If human remains are found during earth-moving, grading, or construction activities, there shall be no further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent human remains until the coroner of Santa Clara County is contacted to determine that no investigation of the cause of death is required. If the coroner determines the remains to be Native American the coroner shall contact the Native American Heritage Commission within 24 hours. The Native American Heritage Commission shall identify the person or persons it believes to be the most likely descendent (MLD) from the deceased Native American. The MLD may then make recommendations to the landowner or the person responsible for the excavation work, for means of treating or disposing of, with appropriate dignity, the human remains and associated grave goods as provided in Public Resources Code Section 5097.98. The landowner or his authorized representative shall rebury the Native American human remains and associated grave goods with appropriate dignity on the property in a location not subject to further disturbance if: a) the Native American Heritage Commission is unable to identify a MLD or the MLD failed to make a recommendation within 24 hours after being notified by the commission; b) the descendent identified fails to make a recommendation; or c) the landowner or his authorized representative rejects the recommendation of the descendent, and the mediation by the Native American Heritage Commission fails to provide measures acceptable to the landowner.”

46. MITIGATION MEASURES: The mitigation monitoring and reporting program adopted for the project shall be incorporate by reference herein implementing the following measures:

BIO-1 To avoid/minimize impacts to burrowing owls potentially occurring within the project site, the project applicant shall retain a biologist qualified in ornithology to conduct surveys for burrowing owl. The approved biologist shall conduct a two-visit (i.e., morning and evening) presence/absence survey at areas of suitable habitat on and adjacent to the project site boundary no less than 14 days prior to the start of construction or ground disturbance activities. Surveys shall be conducted according to methods described in the Burrowing Owl Survey Protocol and Mitigation Guidelines (California Burrowing Owl Consortium 1993) and the Staff Report on Burrowing Owl Mitigation DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 219 of 794
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(California Department of Fish and Wildlife 2012). The applicant shall submit evidence of completion of the preconstruction survey to the City of Gilroy Planning Department prior to issuance of a grading permit.

Because burrowing owls occupy habitat year-round, seasonal nodisturbance buffers, as outlined in the Burrowing Owl Survey Protocol and Mitigation Guidelines (California Burrowing Owl Consortium 1993) and the Staff Report on Burrowing Owl Mitigation (California Department of Fish and Wildlife 2012), shall be in place around occupied habitat prior to and during any ground disturbance activities.

The following table includes buffer areas based on the time of year and level of disturbance (California Department of Fish and Wildlife 2012), unless a qualified biologist approved by the California Department of Fish and Wildlife verifies through non-invasive measures that either: 1) birds have not begun egg laying and incubation; or 2) that juveniles from the occupied burrows are foraging independently and are capable of independent survival.

Location Time of Year Level of Disturbance Buffers
(meters)
Low Med High
Nesting
Sites
April 1 – Aug
15 200 m 500 m 500 m
Nesting
Sites
Aug 16 – Oct
15 200 m 200 m 500 m
Nesting
Sites
Oct 16 – Mar
31 50 m 100 m 500 m
If burrowing owl is found and avoidance is not possible, burrow exclusion may be conducted by qualified biologists only during the nonbreeding season, before breeding behavior is exhibited and after the burrow is confirmed empty through non-invasive methods, such as surveillance. Occupied burrows shall be replaced with artificial burrows at a ratio of one collapsed burrow to one constructed artificial burrow (1:1). Evicted burrowing owls may attempt to colonize or re-colonize an area that would be impacted, thus ongoing surveillance during project activities shall be conducted at a rate sufficient to detect burrowing owls if they return.

If surveys locate occupied burrows in or near construction areas, consultation with the CDFW shall occur to interpret survey results and DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 220 of 794
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develop a project-specific avoidance and minimization approach.

BIO-2 To avoid impacts to nesting birds during the nesting season (January 15 through September 15), to the extent feasible, construction activities that include any vegetation removal or ground disturbance (such as grading or grubbing) shall be conducted between September 16 and January 14, which is outside of the bird nesting season. If construction activities commence during the bird nesting season, then a qualified biologist shall conduct a pre-construction survey for nesting birds to ensure that no nests would be disturbed during project construction.

If construction activities are scheduled during the nesting season (February 15 to August 30 for small bird species such as passerines; January 15 to September 15 for owls; and February 15 to September 15 for other raptors), a qualified biologist shall conduct nesting bird surveys. Two surveys for active nests of such birds shall occur within 10 days prior to start of construction, with the second survey conducted with 48 hours prior to start of construction. Appropriate minimum survey radius surrounding the work area is typically 250 feet for passerines, 500 feet for smaller raptors, and 1,000 feet for larger raptors. Surveys shall be conducted at the appropriate times of day to observe nesting activities.

If no nesting activity is observed, a report shall be submitted to the City of Gilroy and disturbance activities may comments. If the qualified biologist documents active nests within the project site or in nearby surrounding areas, a minimum no-disturbance buffer of 250 feet around active nests of non-listed bird species and a 500-foot nodisturbance buffer around active nests of non-listed raptors shall be established. The buffer shall be clearly marked and maintained until the young have fledged and are foraging independently.

Prior to construction, the qualified biologist shall conduct baseline monitoring of each nest to characterize “normal” bird behavior and establish a buffer distance, which allows the birds to exhibit normal behavior. The qualified biologist shall monitor the nesting birds daily, or as otherwise required by the California Department of Fish and Wildlife, during construction activities and increase the buffer if birds show signs of unusual or distressed behavior (e.g., defensive flights and vocalizations, standing up from a brooding position, and/or flying away from the nest).

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If buffer establishment is not possible, the qualified biologist or construction foreman shall have the authority to cease all construction work in the area until the young have fledged and the nest is no longer active. This measure shall be implemented by the developer prior to start of construction activities.

GEO-1 The developer shall prepare an erosion control plan that details appropriate methods to prevent and/or minimize erosion. The erosion control plan is subject to the review and approval of the City of Gilroy Public Works Department prior to the issuance of a grading permit.

GEO-2 Prior to issuance of a grading permit, the developer shall implement the recommendations outlined in the geotechnical report prepared for the proposed project including, but not limited to:
 Recompact the surface soils;
 Fill material to be excavated and stockpiled so that the native soils can be prepared properly, with inspection of the bottom of the excavation by a qualified geotechnical engineer to verify no additional removal is required; and
 Replace the upper 30 inches of soil within slab-on-grade and exterior flatwork areas with non-expansive fill to reduce the potential soil movement.

GHG-1 The proposed project shall be designed to meet the following performance standards:
a. With exception of the planned fast-food use, no permanent natural gas infrastructure shall be permitted as part of the improvement plans for any other individual project uses. These uses shall be all electric; and
b. Electric vehicle infrastructure (e.g., electric vehicle parking spaces, charging station infrastructure, chargers, etc.) consistent with CALGreen Tier 2 mandatory standards in effect at the time individual building permits are issued, shall be installed at each individual proposed use.

GHG-2 The applicant shall:
a. Prepare a Greenhouse Gas (GHG) Reduction Plan which identifies one or more GHG reduction actions that will be taken to reduce GHG DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 222 of 794
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emissions from the proposed fast food use by a minimum of 28.9 MT CO2e per year to offset emissions produced by using natural gas.

The GHG Reduction Plan shall prioritize on-site GHG reduction design features.

In lieu of or in addition to one or more of the on-site measures above, the applicant may make direct investments in off-site GHG reduction activities/programs in the vicinity. Examples include building retrofit programs that pay for cool roofs, solar panels, solar water heaters, smart meters, energy efficient lighting energy efficient windows, and insulation. Other examples include financing programs for installing electric vehicle charging stations, electrifying school buses, or planting local urban forests.

The applicant may retain a qualified air quality / GHG professional to quantify the GHG reductions from implementing the Reduction Plan using substantial evidence to be included in the Reduction Plan.

If the applicant elects to quantify the GHG emissions reductions from on-site measures and/or investments in off-site reduction programs and the reductions are less than insufficient to reduce project emissions by a minimum of 28.9 MT CO2e per year, the applicant may secure the reduction balance by purchasing and retiring carbon offset credits. The carbon offset credits shall meet the following standards:
 Carbon offset credits shall be issued by a recognized, reputable and accredited registry that mandates the use of established protocols for quantifying and issuing the offset credits. Credits issued based on protocols approved by the California Air Resources Board should be prioritized. Examples of such registries include the Climate Action Reserve, American Carbon Registry, and Vierra.
 The carbon offset credits should be generated from projects developed in the United States. Credits from projects developed internationally should not be used unless the applicant demonstrates with substantial evidence that sufficient carbon offsets from projects in the United States are unavailable.

International offsets must be quantified and issued using established protocols that are recognized in the United States and that are issued by recognized, reputable and accredited registries.
 All carbon offset credits purchased to reduce GHG emissions, DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 223 of 794
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must meet the criteria of being real, quantifiable, permanent, verifiable, enforceable, and additional, consistent with the standards set forth in Health and Safety Code section 38562, subdivisions (d)(1) and (d)(2).

Prior to the City issuing a building permit for the fast food use, the applicant shall submit the GHG Reduction Plan for review and approval of the City of Gilroy. If carbon offsets are proposed, prior to approval of a building permit, the applicant shall provide an executed contract or other certification to the City Planner that the requisite volume carbon offset credits have been purchased.
b. The planned fast food use shall include all electricity pre-wiring necessary so that the building is ready for a future retrofit to allelectric supply infrastructure sufficient to replace natural gas use in the future. Prior to issuing a building permit for the fast food use, the City shall verify that project improvement plans meet the pre-wiring requirement.

HYDRO-1 All stormwater on the project site must be treated aboveground in an approved low-impact development treatment device prior to entering stormwater chambers. The proposed project must show proof of compliance with this requirement on the project plans prior to issuance of a grading permit with approval by the City of Gilroy Public Works Department.

HYDRO-2 The project proponent shall prepare and submit Erosion Control Plans to the City of Gilroy Public Works Department prior to the issuance of a grading permit. The Erosion Control Plans shall illustrate how the project’s grading phases would prevent or minimize erosion and siltation on- and off-site, such as the inclusion of Best Management Practices.

HYDRO-3 The project proponent shall prepare and submit a Storm Water Pollution Prevention Plan for review and approval by the City of Gilroy Public Works Department prior to issuance of a grading permit.

The Storm Water Pollution Prevention Plan shall identify construction and post-construction Best Management Practices to prevent water pollution at the source.

N-1 Prior to issuance of a building permit for the two proposed hotels, the building plans shall include air conditioning or mechanical ventilation, subject to review and approval by the building department.

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BUILDING DIVISION CONDITIONS OF APPROVAL

47. Conditions of Approval: All conditions of approval shall be included on the first sheet after the cover sheet of the construction drawing submitted for a building permit.

48. Pre-Construction Meeting: A pre-construction meeting shall be held at a time and location agreed upon by the City and applicant for the purpose of reviewing conditions of approval, pre-occupancy requirements / temporary certificate of occupancy and construction-site procedures. This meeting shall be held prior to the issuance of any permit issued by the building department. The applicant shall be represented by his design and construction staff, which includes any subcontractors. Departments having conditions of approval for the project will represent the City.

49. Construction Management Plan: The project developer shall provide a Construction Management Plan (CMP). The CMP shall be submitted to as part of the building permit and/or Grading Permit and shall be incorporated into the plans for review and approval by the Building Official before issuance of a building permit. This plan shall be a binding document. Failure to adhere to the plan may result in a "Stop Work Notice" being placed on the project. This plan shall be updated as project conditions warrant. The construction plan shall be designed to minimize the loss of public parking spaces and, if any need to be lost, to minimize the length of the time they are used for construction-related activities.

The CMP shall include but not be limited to the proposed location of materials and equipment storage, scaffolding, safety measures to protect the public from construction activities, temporary fencing, construction trailers, parking of construction vehicles, location of portable toilets, etc. Work schedule (start of construction date, road or lane closure intent/dates, important milestones and proposed final dates). It shall include the hours of construction, the construction waste Management plan, show the location of all staging/storage types, the travel routes and tum-around locations, any road and/or lane closures and a phasing plan.

50. Temporary Fencing: Temporary fencing along the perimeter of a building site, during construction is required to ensure security, public safety, and/or noise/dust mitigation. “Temporary” shall mean the placement of fencing in a manner that is not permanently attached to the ground, or attached to any other structure or material that is itself permanently attached to the ground. Temporary construction fences consisting of chain-link or plywood, no more that 6-feet in height above the ground and shall not require any permits or special authorization.

Unless letters of permission from adjacent property owners or a City encroachment DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 225 of 794
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permit have been obtained, temporary construction fencing shall be placed only on the property that contains the subject construction project. All temporary construction fencing shall be thoroughly removed from the project site upon completion of construction. Temporary construction fences proposed in excess of 6-feet in height will require review and permitting by the Building Department (discretionary review is not required for temporary fences).

51. Job Site Signage: Prior to construction, A 24 inch by 36 inch weatherproof sign shall be located so it is clearly readable from the public right-of-way and shall include the following information:
a. Address of the project site.
b. Permitted hours of construction and of deliveries/off-haul. c. Name, e-mail address and direct phone number of the General Contractor.
d. Name, e-mail address and direct phone number of the person responsible for managing the project.
e. Name and phone number of person to call in case of an emergency. f. Code Enforcement complaint telephone number (408-846-0264).

52. Construction Activities: The following provision to control traffic congestion, noise, and dust shall be followed during site excavation, grading and construction:

Unless otherwise provided for in a validly issued permit or approval, construction activities shall be limited between the hours of seven am and seven pm Monday through Friday and nine am to seven pm on Saturday.

53. Final Grading and Drainage Plan: At the time of building permit plan submittal, the project developer shall submit a final grading and drainage plan prepared by a licensed civil engineer depicting all final grades (with accurate elevations above sea level indicated) and on-site drainage control measures to prevent storm water runoff onto adjoining properties.

54. Pad Elevation Certification: The applicant and/or developer shall submit a pad elevation certification letter prepared by a licensed land surveyor or registered civil engineer to the Building Official certifying that the pad elevation(s) and building location (setbacks) are pursuant to the approved plans, prior to receiving a foundation inspection for the structure.

55. Site Survey: The applicant shall provide a site survey of entire parcel stamped and signed by a Land Surveyor licensed by the State of California. The survey shall include, but not be limited to, the following: location and dimensions of property DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 226 of 794
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line, location of streets and easements, existing buildings, topographic contour lines, trees/landscape, miscellaneous structures, etc.

56. Permit Card: The stamped, approved, job copy of the plans and permit card shall be located onsite at all times.

57. Title 24:The building(s) covered by this approval shall be designed and constructed to the Title 24 Building Standards, including Building, Electrical, Mechanical, Plumbing, Energy, Fire, Green Building and both State and Federal accessibility requirements in effect and as amended by the City of Gilroy at the time of building permit submittal.

58. Green Building Standards: The building shall be designed to include the green building measures specified as mandatory in the application checklists contained in the California Green Building Standards Code. The applicant shall incorporate the checklist along with a notation on the checklist to specify where the information can be located on the plans, details, or specifications, etc. All measures will be verified by the Building Inspector at final inspection.

59. Geotechnical Report: The applicant shall provide a stamped, signed, and dated soil investigation report containing design recommendations to the Building Official.

The classification shall be based on observation and any necessary tests of materials disclosed by boring or excavations made in appropriate locations.

Additional studies may be necessary to evaluate soil strength, the effect of moisture variation on soil-bearing capacity, compressibility, liquefaction, seismically induced soil liquefaction, soil instability, and expansiveness. Additionally, the applicant shall submit a stamped, signed, and dated letter from the Geotechnical Engineer or Civil Engineer who prepared the soil investigation stating the following:
a. The plans and specifications substantially conform to the recommendations in the soil investigation.
b. The Geotechnical Engineer or Civil Engineer who prepared the soil investigation has been retained to provide soil site observation and provide periodic and final reports to the City of Gilroy.

Prior to final inspection for any building or structure, the Geotechnical Engineer or Civil Engineer who prepared the soil investigation shall issue a final report stating the completed pad, foundation, finish grading and associated site work substantially conform to the approved plans, specifications and investigations.

60. Stormwater Pollution Prevention Plan: The project developer shall submit a Stormwater Pollution Prevention Plan (SWPPP) to the City Engineer/Building Official for review and approval prior to the issuance of a grading or building permit, whichever is sooner. A copy of the approved SWPPP, including all approved DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 227 of 794
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amendments, shall be available at the project site for City review until all engineering and building work is complete and City permits have been finaled. A site specific SWPPP must be combined with proper and timely installation of the Best Management Practices (BMPs), thorough and frequent inspections, maintenance, and documentations. SWPPP for projects shall be kept up to date with the projects’ progress. Failure to comply with the most updated construction SWPPP may result in the issuance of correction notices, citations, and/ or stop work orders. The project developer is responsible for implementing the following BMPs. These, as well as any other applicable measures, shall be included in the SWPPP and implemented as approved by the City.
a. The project developer shall include erosion control/stormwater quality measures on the project grading plan which shall specifically address measures to prevent soil, dirt, and debris from entering the public storm drain system. Such measures may include, but are not limited to, hydroseeding, hay bales, sandbags, and siltation fences and shall be subject to the review and approval of the City Engineer/Building Official. If no grading plan is required, necessary erosion control/stormwater quality measures shall be shown on the site plan submitted for a building permit, and shall be subject to the review and approval of the Building Division. The project developer is responsible for ensuring that the contractor is aware of and implements such measures.
b. All cut and fill slopes shall be revegetated and stabilized after completion of grading, but in no case later than October 15.

Hydroseeding shall be accomplished before September 15 and irrigated with a temporary irrigation system to ensure that the vegetated areas are established before October 15. No grading shall occur between October 15 and May 1 unless approved erosion control/stormwater quality measures are in place, subject to the approval of City Engineer/Building Official. Such measures shall be maintained until such time as permanent landscaping is in place.
c. Gather all sorted construction debris on a regular basis and place in the appropriate container for recycling; to be emptied at least on a weekly basis. When appropriate, use tarps on the ground to collect fallen debris or splatters that could contribute to stormwater runoff pollution. d. Remove all dirt, gravel, rubbish, refuse, and green waste from the street pavement and storm drains adjoining the site. Limit construction access routes onto the site and place gravel on them. Do not drive vehicles and equipment off paved or graveled areas during wet weather.

Broom sweep the street pavement adjoining the project site on a daily basis. Scrape caked on mud and dirt from these areas before sweeping.

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e. Install filter materials (such as sandbags, filter fabric, etc.) at the storm drain inlet nearest the downstream side of the project site in order to retain any debris or dirt flowing in the storm drain system. Maintain and/or replace filter materials to ensure effectiveness and to prevent street flooding.
f. Never clean machinery, equipment, tools, brushes, or rinse containers into a street, gutter, or storm drain.
g. Ensure that concrete/gunite supply trucks or concrete/plaster operations do not discharge wash water into a street, gutter, or storm drain.
h. Concrete wash area: 1) locate wash out area away from storm drains and open ditches; 2) construct a temporary pit large enough to store the liquid and solid waste; 3) clean the pit by allowing concrete to set; 4) break up the concrete; and then 5) recycle or dispose of properly.

61. Pre-Manufactured Trailer: A construction trailer shall be allowed to be placed on the project site for daily administration/coordination purposes during the construction period. At no time shall campers, trailers, motor homes, or any other vehicle be used as living or sleeping quarters on the construction site. All such vehicles shall be removed from the site at the end of each workday. A building permit is required for the installation of a pre-manufactured trailer.

62. Portable Toilets: Portable toilets used during construction shall be emptied on a regular basis as necessary to prevent odor. A containment pan is required under all portable toilets.

63. Construction Storage: All construction materials, debris and equipment shall be stored on site. If that is not physically possible, an encroachment permit shall be obtained from the Department of Public Works prior to placing any construction materials, debris, debris boxes or unlicensed equipment in the right-of-way. The placing of portable restroom facilities in the City right-of-way will not be permitted.

64. Construction Site Maintenance: All portions of the job site shall be maintained in an organized and professional condition. All trash, debris, construction scraps and broken/deteriorated machinery shall be removed from the site at the end of each week. If off loaded construction materials are not used within 2 weeks, they shall be screened from view. All sidewalks, driveways and public/private roadways fronting the subject site shall be broom cleaned at the end of each business day.

65. Demolition Permit: Demolition permit(s) shall be issued in accordance with Section 6.1 of the Gilroy Municipal Code. Safeguards during construction shall be DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 229 of 794
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provided in accordance with Chapter 33 of the California Building Code.

66. Plan Modifications: Acceptance of the plans does not release the developer from correction of mistakes, errors, or omissions contained therein. If, during the course of construction, the public interest requires a modification or a departure from these accepted plans, the City shall have the authority to require such modifications and shall specify the manner in which the same is to be made.

67. BICYCLE PARKING: Short-term bicycle parking. Provide permanently anchored bicycle racks within 200 feet of the visitor’s entrance, for 5 percent of new visitor parking spaces added, with a minimum of one two-bike capacity U-rack.

Long-term bicycle parking. Provide secure bicycle parking for 5 percent of the tenant-occupant parking spaces with a minimum of one bicycle parking facility.

Long-term bicycle parking for hotel buildings. Provide one on-site bicycle parking space for every 25 rooms (for employees and guests). Parking facilities shall be conveniently reached from the street.

FIRE PREVENTION CONDITIONS OF APPROVAL

68. Request a fire hydrant flow test by contacting Jonathan Crick at [email protected]. The fee for the fire hydrant flow test is $300.00.

69. All buildings are to be equipped with modern fire protection system. The Burger King will be required to have a commercial fire sprinkler system (e.g. current edition of NFPA 13).

70. All fire protection systems (e.g. fire underground water supply, overhead fire sprinkler system, fire alarm, etc.) require deferred (i.e. separate) permits. The fire underground water supply system shall be designed to meet the requirements of the current edition of NFPA 24 and city standards. The building shall be equipped with an NFPA 13 fire sprinkler system designed for the highest expected hazard/commodity classification. The fire sprinkler system and all valves shall be monitored by a fire alarm system.

71. Show fire hydrant locations in plans. Private fire hydrants shall be positioned such that fire hydrant(s) are not more than 150 feet from the most remote portion of the building or hazard.

72. Using Autoturn vehicle pathway tracking software, show the pathway of a fire truck navigating into, through, and out of the property. Center dividing islands will need to be removed so that the fire apparatus may take a left hand turn into the development to access all buildings.

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73. The fuel station underground storage tanks shall be designed and installed to meet current California codes, laws, and regulations.

74. All car washes and food facilities shall be equipped with the appropriately sized pretreatment devices/equipment (e.g. grease interceptors for food facilities, and clarifiers for car washes). Contact Isaias Lona at [email protected] for details.

75. The trash enclosures shall be equipped with a Vandal-proof floor drain and a 40 pound grease interceptor draining to the sanitary sewer system.

76. Operational permits will be issued by the Fire Prevention program.

PUBLIC WORKS CONDITIONS OF APPROVAL
The following conditions authorize the specific terms and are a part of the project ENTITLEMENT(S); and which shall be addressed on the construction plans submitted for any ENCROACHMENT PERMIT, BUILDING PERMIT, GRADING PERMIT or SUPERSTRUCTURE, and shall be satisfied prior to issuance of whichever permit is issued first, or if another deadline is specified in a condition, at that time.

77. PAYMENT OF PUBLIC WORKS PLAN CHECK AND INSPECTION FEE: At first improvement plan submittal, the applicant shall submit a $10,000.00 (Ten thousand dollar) initial deposit for project plan check and construction inspection.

This deposit will be credited/accounted toward final plan check and inspection fee for the project. In addition, the applicant shall submit a detailed project cost estimate prepared by the project engineer, to approval of the City Engineer, with the initial project plan submittal. The cost estimate shall be broken out into on-site and off-site improvements. Prior to plan approval, the applicant shall pay 100% of the plan check and inspection fee based on the approved project cost estimate.

Public Works will not sign-off on the issuance of the first City permit without full payment of this plan check and inspection fee. (PUBLIC WORKS).

78. PROJECT PHASING: The first phase of this development (Phase I) by the Master Developer shall make full frontage improvements along the full project boundary (Camino Arroyo, Holloway, & Highway 152) including pavement work, driveways, curb ramps, curb & gutter, 6’ minimum commercial sidewalk, on-site stormwater facilities, street trees, signage, striping, utilities to service all lots, undergrounding utilities, intersections, signals, lighting, etc. per City Standards, Specs, and Guidelines. Phase I work shall also include all improvements identified in the traffic study/traffic analysis. At first improvement plan submittal, include a detailed Phasing plan to include all offsite improvements as well as all improvements DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 231 of 794
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identified in the traffic study/traffic analysis. Also as part of your first submittal, include all necessary review documents for the proposed Parcel Map/Final Map.

79. PLAN SUBMITTAL: The proposed development Improvement Plans shall be submitted, in full, per the City of Gilroy Public Works Department Submittal Checklist. Off-site and On-Site improvements shall be reviewed and approved by Public Works Engineering prior to first building permit submittal. Subsequent phase building permit issuance will not be allowed until the master developer has completed all phase I work by the master developer. Improvement plans are required for both on-site and off- site improvements, and the improvement plan set cover sheet shall include an index referencing on-site and off-site improvements.

All improvements shall be designed and constructed in accordance with the City of Gilroy Municipal Code and Standard Specifications and Details, and are subject to all laws of the City of Gilroy by reference. The improvement plans shall include all civil project plans including, but not limited to, site plans, grading plans, utility plans, joint trench, off-site plans, lighting (photometric) plans, and landscaping plans within the public right-of-way. The plan shall clearly identify both public and private utilities. The improvement plans shall be submitted with the Public Works Engineering submittal checklist provided by the City, and available on the City website.

In addition:
a. A complete set of improvement plans shall consist of Civil site design, landscape site design, Electrical, Joint Trench, etc. Any walls or structural features part of the landscape design shall also be included; b. Improvement plans are required for both on-site and off-site improvements.

A separate plan set for each shall be prepared, or at the approval of the City Engineer, onsite and offsite sheets can be combined into one plan set; c. The improvement plan submittal, including utility sheets, shall show appropriate line types and labels to identify different type of utilities pipe material types, and pipe sizes. Utility boxes, hydrants, backflow preventers, etc. shall be relocated/installed behind the back of sidewalk; d. Improvement plans (as second sheet in plan set) shall contain Approved Conditions of Approval;
e. Improvement plans shall include General Notes found in the City of Gilroy General Guidelines;
f. Improvement plans shall be completed per the Public Works Engineering submittal checklist, which can be found in the City’s website. At first submittal, a completed checklist shall be included in the submittal package, and shall show which items have been included.
g. The improvement plan cover sheet shall include a table summarizing all facilities (Streets, Utilities, Parks, Landscaping, etc.), showing the ownership of all facilities, access rights to, and the maintenance responsibilities of all DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 232 of 794
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facilities;
h. Improvement and grading plans shall show existing topo and features at least 50’ beyond the project boundary. The plan shall clearly show existing topo, label contour elevations, drainage patterns, flow lines, slopes, and all other property encumbrances;
i. If the project has excess fill or cut that will be off-hauled to a site or onhauled from a site within the city limits of Gilroy, an additional Haul Permit is required. A statement indicating the need to obtain a Haul Permit must be added as a general note to the Grading and Drainage Plan; j. All grading and improvement plans shall identify the vertical elevation datum, date of survey, and surveyor;
k. A Title Report shall be submitted with first submittal improvement plans. An existing site plan shall be submitted showing all existing site conditions and title report easements. The plan shall include bearing and distance information for all right-of-way and easements;
l. The plan shall show any proposed easements to be dedicated for any needed purpose, or any easement expected to be abandoned through separate instrument. This includes PUE, PSE, EVAE, Cross-Property Access Easement, Landscape Easement, Drainage Easement, Pole Line Easement, etc.;
m. To ensure the plans are coordinated and there are no conflicts between disciplines, the applicant shall provide a “composite exhibit” showing Civil, Landscape, Electrical, and Joint Trench design information (as a separate sheet titled “Composite Plan”) to confirm that there are no conflicts; n. All Solid Waste Vehicle circulation movements shall be modeled and shown on a separate plan sheet. The circulation plan shall be prepared to the City Engineer’s satisfaction, and modeled using AutoTurn swept analysis software, and shall include all turning and street circulation movements; o. All Emergency Vehicle circulation movements shall be modeled and shown on a separate plan sheet. The circulation plan shall be prepared to the City Engineer’s satisfaction, and modeled using AutoTurn swept analysis software, and shall include all turning and street circulation movements; p. All utility boxes, including sanitary sewer and/or water meter boxes, shall have traffic-rated boxes and lids;
q. All on-site recycled water system improvements, including appurtenances, shall be located within a PSE. (PUBLIC WORKS)

80. TRAFFIC STUDY/TRANSPORTATION ANALYSIS: At first improvement plan submittal, this project shall incorporate and include all design and improvements identified in the Gilroy Square Development Transportation Analysis dated October 10, 2022, prepared by Hexagon Transportation Consultants. The proposed development (including on-site, offsite, and site plan changes) shall comply with all items identified in the Traffic Study/Transportation Study and all improvements DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 233 of 794
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shall be complete as part of Phase 1 of the Development. Improvements include, but are not limited to, roadway widening, adding additional turn lanes, lengthening existing turn lanes, signalizing intersections, modifying existing signalized intersects, etc.

81. CONDITIONS OF APPROVAL: As a stand-alone document, submit detailed responses of how the development will comply with each Condition of Approval.

82. MASTER PLANS: Refer to the latest 2022 City Master Plans and check that the development is in conformance with the Master Plans, City Standards, City Specifications, & City General Guidelines. The Developers engineer shall confirm in writing this project is in conformance with Master Plans at first improvement plans submittal. If the project is not in conformance with the Master Plans, the Developers engineer shall design and construct all items to be in conformance with the Master Plans, City Standards, City Specifications, & City General Guidelines.

83. CITY WATER MASTER PLAN: The master plan identifies a 16” water line to be installed in the areas surrounding the proposed development. Developer shall install 16” water lines per the City Master Plan as part of Phase 1 of the Development.

84. UTILITY PLANS: A utility plan shall be provided for all projects as specified within these conditions of approval. To ensure coordination between the applicant and the relevant utility company:
a. The applicant shall provide joint trench composite plans for the underground electrical, gas, telephone, cable television, and communication conduits and cables including the size, location and details of all trenches, locations of building utility service stubs and meters and placements or arrangements of junction structures as a part of the Improvement Plan submittals for the project. Show preferred and alternative locations for all utility vaults and boxes if project has not obtained PG&E approval. A licensed Civil or Electrical Engineer shall sign the composite drawings and/or utility improvement plans. (All dry utilities shall be placed underground). b. The applicant shall negotiate any necessary right-of-way or easement with PG&E, or any other utilities, subject to the review and approval by the Engineering Division and the utility companies.
c. A “Will Serve Letter” shall be provided for each utility company expected to service the subdivision. Early coordination with the utility companies is necessary to obtain this letter. Coordination of City utilities shall be through the Engineering Division.
d. A note shall be placed on the joint trench composite plans which states that the plan agrees with City Codes and Standards and that no underground utility conflict exists. (PUBLIC WORKS)
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85. JOINT TRENCH: All utility services to the site shall be underground. Joint Trench design shall show the location of the joint trench including all boxes located outside of the roadway pavement section. Show the proposed joint trench location and ensure the plans reflect limits of trenching locations. Joint trench utility boxes shall be located behind the sidewalk and there shall be a minimum of 3’ clearance from the back of walk to the face of utility box. (PUBLIC WORKS)

86. JOINT TRENCH: Underground existing overhead utilities per City Code.

Undergrounding existing utilities shall occur along the entire project frontage, boundaries, and project intersections. Overhead utilities shall be underground at all offsite improvement locations where conflicts with the required traffic improvements are encountered. (PUBLIC WORKS)

87. UTILITY RESPONSIBILITIES: Water, Storm, and sewer utilities in private areas shall be privately owned and privately maintained. Conversely, public utilities within utility easements on private property remain the responsibility of the individual utility companies to maintain. The plans shall note the inspection, ownership and maintenance responsibility for each utility shown on the plans within a Table of Responsibilities on the project cover sheet of the improvement plans at first improvement plans submittal. The table shall include the list of streets, the responsible party for inspection of the improvements, who is responsible for the ownership of the utility, and who is responsible for the maintenance of the utility.

An example of this table, including the types of utilities to be listed, can be provided by the Engineering Division upon request. (PUBLIC WORKS)

88. PREPARATION OF ELECTRICAL PLANS: The project electrical plans shall be prepared by a registered professional engineer experienced in preparing these types of plans. The applicant shall submit, with the improvement plans submitted with the first improvement plan submittal, a letter from the design Electrical or Civil Engineer that states the electrical plan conform to City Codes and Standards, and to the approved improvement plans. The letter shall be signed and stamped by the professional engineer that prepares the improvement plans. (PUBLIC WORKS)

89. EXISTING FACILITIES PROTECTION: All existing public utilities shall be protected in place and if necessary, relocated as approved by the City Engineer.

No permanent structure is permitted within City easements without the approval of the City of Gilroy. (PUBLIC WORKS)

90. PUBLIC RIGHT-OF-WAY: Show and label all existing and proposed Right-of-Way on all plans. This includes all Right-of-Way dedications required because of the improvements identified in the project Traffic Study. No permanent private structures are permitted within the City right-of-way.

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91. RIGHT OF WAY DEDICATION GRANT DEED: Identify all Right of Way acquisitions that are required to make all the improvements identified in the traffic study. The developer shall secure all Right of Way Acquisitions needed from other private landowners for the developer to construct all improvements per the Traffic Study. All Right of Way Acquisitions shall be secured prior to the first improvement plan submittal.

92. PUBLIC EASEMENTS: Private permanent facilities such as, structures, canopies, signs, utilities, fences, walls, stormwater treatment facilities, etc. are not allowed within public right of way or easement. Show and label all existing and proposed Easements on all plans. This includes all easement dedications required because of the improvements identified in the project Traffic Study. Easement widths shall be per City standard.

93. PUBLIC EASEMENT DEDICATION GRANT DEED: Identify all Public Easement acquisitions that are required to make all the improvements identified in the traffic study. The developer shall secure all Public Easement Acquisitions needed from private landowners for the developer to construct all improvements per the Traffic Study. All Easement Acquisitions shall be secured prior to the first improvement plan submittal.

94. PUBLIC EASEMENT CROSS SLOPE: Cross slopes behind the back of curb to the back of the public easement shall be 1.5% cross slope per city standards.

95. WATER QUALITY: Project design shall comply with the Stormwater Management Guidance Manual for Low Impact Development & Post-Construction Requirements. The applicant shall submit the Source Control Checklist as well as the appropriate Performance Requirements Checklist found in Appendix A of the manual at the time of the first improvement plan submittal and building permit submittals. The manual can be found at the following site:
www.cityofgilroy.org/261/Storm-Water-Management
(PUBLIC WORKS)

96. DEVELOPER STORM WATER QUALITY RESPONSIBILITY: The developer is responsible for ensuring that all contractors are aware of all storm water quality measures and implement such measures. Failure to comply with the approved construction BMPs will result in the issuance of correction notices, citations, or a project stop order. (PUBLIC WORKS)

97. BEST MANAGEMENT PRACTICES (BMP): The applicant shall perform all construction activities in accordance with Gilroy Municipal Code Section 27C, Municipal Storm Water Quality Protection and Discharge Controls, and Section E.10, Construction Site Storm Water Run-Off Control Program of the Regional DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 236 of 794
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NPDES Permit. Detailed information can be located at:
www.flowstobay.org/documents/business/construction/SWPPP.pdf. This sheet shall be printed and included in all construction plan sets permitted for construction in the City of Gilroy. (PUBLIC WORKS)

98. TRASH CAPTURE DEVICES: Project shall include a trash capture device at all locations prior to discharge into the public Storm Drain system (Example: CDS units). At first improvement plans submittal, show trash capture devices for all storm drain systems.

99. FIRE DEPARTMENT HYDRANT FLOW TEST: The applicant shall perform a Fire Hydrant flow test to confirm the water system will adequately serve the development, and will modify any part of the systems that does not perform to the standards established by the City. Applicant shall coordinate with Fire Department for the Fire Hydrant flow test. The flow test results shall be submitted at first improvement plan submittal. (PUBLIC WORKS)
100. WATER CONSERVATION: The project shall fully comply with the measures required by the City’s Water Supply Shortage Regulations Ordinance (Gilroy City Code, Chapter 27, Article VI), and subsequent amendments to meet the requirements imposed by the State of California’s Water Board. This ordinance established permanent voluntary water saving measures and temporary conservation standards. (PUBLIC WORKS)
101. PROJECT STUDIES: The applicant shall submit, for City approval, any applicable water, sewer, storm drain, and traffic studies for the development deemed appropriate by the City Engineer. These studies shall provide the supporting hydraulic calculation for pipe sizing per the City Standard Design Guidelines. The study shall be reviewed and approved by Engineering. If the results of the study indicate that this development contributes to the over-capacity of the trunk line, the applicant will be required to mitigate the impact by removing and replacing, or upsizing of the existing utilities to accommodate the appropriate level of project flows to the approval of the City Engineer. The improvements shall be addressed on the construction drawings, to the approval of the City Engineer, prior to the issuance of the first City permit. (PUBLIC WORKS)
102. IMPACT FEES: The project is subject to the City’s Street Tree, Storm, Sewer, Water, Traffic, and Public Facilities Development Impact Fees. The City’s latest impact fee schedule is available on the City’s website. Payment of all Impact Fees is required at first building permit issuance. Fees shall be based on the current fee schedule in effect at the time of fee payment, consistent with and in accordance with City policy. Note that impact fees increase at the beginning of each fiscal year, July 1. Specific fee language is provided further in these conditions of approval. (PUBLIC WORKS)
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103. STORMWATER MANAGEMENT PLAN: At first improvement plan submittal, the applicant shall submit a Storm Water Management Plan (SWMP) prepared by a registered Civil Engineer. The SWMP shall analyze the existing and ultimate conditions and facilities, and the study shall include all off-site tributary areas.

Study and the design shall be in compliance with Central Coast Regional Water Quality Control Board (CRWQCB) and the City’s Stormwater Management Guidance Manual for Low Impact Development & Post Construction Requirements (latest edition). Existing off-site drainage patterns, i.e., tributary areas, drainage amount, and velocity shall not be altered by the development. Sizing tools for structural control measures for runoff retention can be found at https://countyofsb.org/pwd/sbpcw/development/new-and-redevelopment.sbc .

Provide infiltration rates using a safety factor of 2 as part of your first improvement plan submittal. The plan shall be to the approval of the City Engineer and shall be approved prior to the issuance of the first City permit. (PUBLIC WORKS) 104. STORMWATER CONTROL PLAN: At first improvement plan submittal, the applicant shall submit a design level Stormwater Control Plan Report (in 8 ½ x 11 report format), to include background, summary, and explanation of all aspects of stormwater management. A report template can be found at the Central Coast Regional Board website (MS Word):
https://www.waterboards.ca.gov/centralcoast/water_issues/programs/stormwater/ Docs/lid/lid_hydromod_charette_index.html
All new and disturbed areas (on-site and off-site) shall be accounted for and part of the stormwater management design calculations. The report shall also include exhibits, tables, calculations, and all technical information supporting facts, including but not limited to, exhibit of the proposed site conditions, which clearly delineates impervious and pervious areas on site. The plan shall provide a separate hatch or shading for landscaping/pervious areas on-site including those areas that are not bio-retention areas. This stormwater control plan report format does not replace, or is not in-lieu of any stormwater control plan sheet in the improvement plans. The stormwater control plan shall include a signed Performance Requirement Certifications specified in the Stormwater Guidance Manual. At applicant’s sole expense, the stormwater control plan shall be submitted for review by an independent third party accepted by the City for compliance. Result of the peer review shall be submittal and approved by the City Engineer prior to the issuance of the first City permit. (PUBLIC WORKS) 105. REPAIR OF PUBLIC IMPROVEMENTS: The applicant shall repair or replace all existing improvements not designated for removal, and all new improvements that are damaged during construction or removed because of the applicant’s operations. The applicant shall request a walk-through with the Engineering Construction Inspector before the start of construction to verify existing conditions.

Said repairs shall be completed prior to the first occupancy of the project.

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(PUBLIC WORKS)
106. ROADWAY AND INTERSECTION GEOMETRICS, ALIGNMENTS, PROFILES, & SIGNALS: This project will be required to design and construct roadways and intersections as part of the development. Roadway geometrics, alignments, profiles, etc. are typical plan sheets when designing roadways. At first improvement plan submittal, include roadway and intersection drawings for geometrics, alignments, profiles, signals, etc. You may refer to Caltrans standards and plan preparation manual for examples. All geometric design of road segments and intersections shall conform to AASHTO and Caltrans standards. 107. LANE ALIGNMENT: At first improvement plans submittal, the developer is responsible for showing on the plans lane striping at Intersections fronting the project and intersections identified in the traffic study. All intersections shall have lanes align from one side of the intersection to the far side of the intersection. Lane lines shall align with no offset through the intersection. 108. CAMINO ARROYO / GILROY CROSSING INTERSECTION: At first improvement plan submittal, provide drawings for updating the existing signalized intersection.

The current striping exiting the existing development is a double left and a single a right. Vehicles leaving the existing Gilroy Crossing shopping center will require a through lane heading East into the proposed development. 109. TRUCK TURNS: At first improvement plan submittal, provide Truck Turn exhibits.

The provided planning level documents showed trucks going into oncoming traffic which is not allowed. Trucks entering and leaving the proposed development and crossing lanes of traffic is not allowed. Truck turning templates shall clearly show trucks entering the proposed development while staying within the travel lane closest to the development and not having to use additional lanes.

All frontage roads, frontage intersections, project entrances/exits, intersections identified in the traffic study, roadways identified in the traffic study, and on-site shall be modeled using autoturn for appropriate large truck turning movements, CA legal 67’ trucks and City of Gilroy Fire Trucks. All truck movements shall not conflict with opposing lanes. All intersection lane widths shall be dictated by truck movements. Show all possible truck turning movements at all intersections at appropriate scales.
110. SIGHT DISTANCE: At first improvement plan submittal, provide sight distance plans that clearly show standard sight distance will be provided and no items obstruct sight distance for driveways, roadways, intersections, etc. Please note that private signs, fences, walls, buildings, landscape features, above ground utilities, guardrail, barriers, railing, art, etc. will not be allowed within sight distance triangles. Provide all Sight Distance plans per Caltrans, AASHTO, and NCHRP DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 239 of 794
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Requirements for all project frontage access points, driveways, roadways, and offsite mitigation measure locations. These calculations shall be done as part of the first improvement plan submittal because it is important to ensure the development meets sight distance standards and all roadways, intersections, driveways, and access points to these facilities are safe for motorists and pedestrians. Sight distance plans shall approved by the City Engineer prior to first permit issuance. (PUBLIC WORKS)
111. DRIVEWAYS: The transportation analysis/traffic study identifies proposed Driveway 1 (driveway nearest HWY 152) conflicting with the widening improvements required to improve the Camino Arroyo left and right turn lane.

Multiple turn lanes along Camino Arroyo have been identified as deficient and shall be improved per the Traffic Study. There is also a VTA bus stop in this area that requires improvements to the latest VTA standards. All project driveways shall not be detrimental to abutting streets capacities, safety, and/or efficiency. All project driveways shall not be located within the functional area of an intersection or in the influence area of an adjacent driveway. All Project driveways shall not conflict with intersections, bus stops, turn lanes, bike lanes, surrounding business access, etc.

Tenants and customers will still be able to access the development from the signalized intersection at Camino Arroyo/Gilroy Crossing Shopping Center.

Proposed driveway 1 will not be allowed per the above mentioned items. At first improvement plan submittal, include fully designed intersections and frontage improvements per the project Transportation Analysis including all appropriate geometry, signal equipment, turn lanes, bay tapers, through lanes, bike lanes, etc. per Caltrans, AASHTO, NCHRP, & City Standards.
112. DRIVEWAY DESIGN: Driveway grades shall be designed to keep a standard design vehicle from dragging or “bottoming out” on the street or driveway, and to keep water collected in the street from flowing onto the lots. The details of such design shall be provided on the site civil improvement plans at first improvement plan submittal to the satisfaction of the City Engineer. (PUBLIC WORKS) 113. SIGNING AND STRIPING: At first improvement plans submittal, the developer is responsible for including signing and striping plans for all areas along the project frontage, all offsite areas identified in the traffic study, and all on-site areas.

Signing and striping shall be designed to Caltrans and CAMUTCD standards. All signing and striping plans need to be designed to account for truck turn exhibits.

Installation of all signing and striping shall be done as part of Phase 1 of the project. (PUBLIC WORKS)
114. NO STOPPING ANY TIME SIGNS: “No Stopping Any Time” signs shall be placed along the entire project frontage. Spacing of the signs should be approximately 75’-100’.

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115. GRADING & DRAINAGE: Adjust grade breaks and/or field inlets to capture and direct all stormwater into the stormwater treatment areas prior to entering the public right of way and storm drain facilities. On-site stormwater facilities need to be sized to account for off-site impervious improvement areas. (PUBLIC WORKS) 116. GRADING & DRAINAGE: All grading activity shall address National Pollutant Discharge Elimination System (NPDES) concerns. There shall be no earthwork disturbance or grading activities between September 15th and April 15th unless otherwise approved by the City Engineer. If approved, the applicant shall submit a Winterization Erosion Control Plan to the City Engineer for review and approval.

This plan shall incorporate erosion control devices and other techniques in accordance with Gilroy Municipal Code § 27C to minimize erosion. Specific measures to control sediment runoff, construction pollution and other potential construction contamination sediment runoff, construction pollution and other potential construction contamination shall be addressed through the Erosion Control Plan and Storm Water Pollution Prevention Plan (SWPPP). The SWPPP shall supplement the Erosion Control Plan and project improvement plans. These documents shall also be kept on-site while the project is under construction. A Notice of Intent (NOI) shall be filed with the State Water Resources Control Board, with a copy provided to the Engineering Division before a grading permit will be issued. A project WDID# shall be added to the grading plans prior to plan approval. (PUBLIC WORKS)
117. PUBLIC FIRE HYDRANTS: Fire Hydrant spacing along the project frontage is not per City Standards, Specs, or Guidelines. At first improvement plan submittal, the developer is responsible for showing on the plans the installation of fire hydrants spaced along project frontage per City standards, specs, and guidelines.

Installation of the fire hydrants including concrete pads shall be done as part of Phase 1 of the project.
118. PAVEMENT SECTION: At first improvement plan submittal, show pavement sections for all roadways, roadway widening, and drive isles per the Geotechnical Engineering recommendations. Pavement section shall consist of a minimum 6” AC per City standard. Lime treatment is not allowed within public right of way or easements.
119. GEOTECHNICAL ENGINEER: Prior to first permit issuance, the applicant’s Geotechnical Engineer shall review the final grading, pavement design and drainage plans to ensure that said designs are in accordance with the recommendations or the project geotechnical study, and the peer review comments. The applicant’s Geotechnical Engineer’s approval shall then be conveyed to the City either by letter, or by signing the plans.

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All grading operations and soil compaction activities shall be per the approved project’s design level geotechnical report. All grading activities shall be conducted under the observation of, and tested by, a licensed geotechnical engineer. A report shall be filed with the City of Gilroy for each phase of construction, stating that all grading activities were performed in conformance with the requirements of the project’s geotechnical report. The applicant shall add this condition to the general notes on the grading plan.

Certification of grades and compaction are required prior to Building Permit final.

This statement must be added as a general note to the Grading and Drainage Plan. (PUBLIC WORKS)
120. FINISH FLOOR ELEVATION: Site design, including building finished floor elevations, shall comply with the 1995 Uvas Creek Overflow Floodplain Delineation Project prepared by Schaaf & Wheeler Consulting Civil Engineers. The project will be required to have a hydrologist review the project grading, to confirm this project does not have cumulative impacts to floodwaters. The City will require a review letter by Schaaf & Wheeler (Contact Caitlin Gilmore at 415-823-4964, Schaaf & Wheeler) be submitted to the approval of the City Engineer prior to the issuance of the building permit. (PUBLIC WORKS)
121. ENCROACHMENT PERMIT REQUIREMENTS AND INSURANCE: The applicant must obtain an encroachment permit prior to the first building permit submittal and prior to any work being done in the City's right-of-way.

Refer to the following link for encroachment permit requirements:
https://www.cityofgilroy.org/244/Encroachment-and-Transportation-Permits Submit the encroachment permit at first improvement plan submittal to [email protected]
The applicant shall have off-site improvement plans prepared for all work in the public right-of-way by a licensed civil engineer, whose signed engineer’s stamp shall appear on the plans. All design assumptions and criteria shall be submitted with each submittal.

Final construction plans shall be approved by the City Engineer, and released for construction, with the issuance of the encroachment permit. Right-of-way improvements shall include, but not limited to, the following items: (PUBLIC WORKS)
a. STREET WIDENING: The applicant shall widen all streets and intersections identified in the Traffic Study. The applicant shall install new street section, curb, gutter, and sidewalk and relocate affected utilities as directed by the City Engineer. All work shall be shown on the required improvement plans. b. STREET TREES: The applicant shall plant street trees along the project frontage to match the City of Gilroy’s Street Tree Plan in effect at the time of DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 242 of 794
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construction. The street tree plans shall be per City Standard Drawings and will include City Standard tree grates. Trees shall be placed between the curb and sidewalk along Camino Arroyo. Trees shall be placed behind the back of sidewalk along Holloway Rd because sidewalk along Holloway will be monolithic per City Standard.
c. FRONTAGE LANDSCAPING: The landscaping area between the Camino Arroyo back of curb and the sidewalk shall be a minimum of 4.5’ wide per City Standard. The landscaping area for street trees along Holloway shall be a minimum of 4.5’. Coordinate with the planning department for additional landscaping requirements fronting the project within private property. d. TREE GRATES: The applicant shall install City Standard Tree Grates as specified in the approved plans. Tree grates shall be 4’x6’, model OT-T24 by Urban Accessories, and shall be black power coated. The tree grates shall be shown on the improvement plans to be located to the approval of the City Engineer, and shall be installed with the street trees as part of Phase 1.
e. STREET MARKINGS: The applicant shall install necessary street markings of a material and design approved by the City Engineer, and replace any that are damaged during construction. These include but are not limited to all pavement markings, painted curbs and handicap markings. All permanent pavement markings shall be thermoplastic and comply with Caltrans Standards. Color and location of painted curbs shall be shown on the plans, and are subject to approval by the City Engineer. Any existing painted curb or pavement markings no longer required shall be removed by grinding if thermoplastic, or sand blasting if in paint. f. SIGNAGE: The applicant shall install all necessary temporary and permanent street signs of a material and design approved by the City Engineer, and replace any that are damaged during construction. All permanent signs shall comply with CAMUTCH and Caltrans Standards. Any existing signs no longer required shall be removed.
g. SIDEWALK: The applicant shall remove and replace to existing City standards all damaged and non-City Standard sidewalk with a new 6-ft commercial sidewalk surrounding the entire project site. The actual amount of sidewalk to be replaced shall be identified in the improvement plans.

Sidewalk replacement shall be constructed per the City Standard Drawings.

New 6-ft commercial sidewalk shall be installed along the entire project frontage per City Standard Drawings.

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h. CURB RAMP(S): The applicant shall construct all curb ramps in accordance with the latest Caltrans standards. The actual ramp "Case" shall be identified on the plans and shall be to the approval of the City Engineer.

Dual curb ramps on the northeast and southeast quadrant shall be installed at the existing signalized intersection project entrance. Curb ramps along the project frontage and intersections fronting the project are not currently being shown. Curb ramps at all intersections along the project frontage, roadways, and intersections identifies in the Traffic study shall be ADA compliant and be designed to latest Caltrans Standards. If there are no curb ramps or existing curb ramps are not ADA compliant, developer shall install ADA compliant curb ramps in all the above-mentioned locations. Crosswalk paths and paths connecting curb ramps shall also meet ADA and PROWAG standards. Any existing crosswalks and paths connecting curb ramps that do not meet ADA and PROWAG standards shall be removed and replaced to meet ADA and PROWAG standards.
i. CURB AND GUTTER: At first improvement plan submittal, show the removal and replacement of any damaged and non-City Standard curb and gutter along the project frontage, intersections along the project frontage, roadways identified in the Traffic Study, and intersections identified in the Traffic Study. Removal and replacement limits shall be from expansion joint to expansion joint per City standard. Show the removal and replacement of curb and gutter for locations where existing utilities need to be removed where they cross the curb and gutter. Also show the removal and replacement of curb and gutter where new utilities will cross the curb and gutter. The actual amount of curb and gutter to be replaced shall be determined by the Public Works Construction Inspector and confirmed by the City Engineer in the field prior to construction. New curb and gutter shall be constructed per the City Standard Drawing STR-12.
j. VALLEY GUTTER: The applicant shall remove and replace to existing City Standards any valley gutter that is damaged now or during construction of this project. New valley gutter shall be constructed per the City Standard Drawing. Doweling shall be provided to prevent vertical deflection into any abutting curb and gutter sections. The actual limits of valley gutter repair shall be identified in the plans at first improvement plans submittal. k. DRIVEWAY APPROACH(ES): The applicant shall install City Standard Commercial driveway approaches as shown on the approved plans. The new commercial driveway approach shall be constructed per the City Standard Drawing.
l. DRIVEWAY TRANSITIONS: The applicant shall construct new driveway DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 244 of 794
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transitions at the existing driveway approach along the project frontage per the City Standard Drawing "Standard Commercial Driveway Approach." m. SEWER LATERAL: The applicant shall install a sewer lateral and main line connection to the sewer main located in Camino Arroyo. Connection to the City main will be with a Manhole.

n. SANITARY SEWER MANHOLES: The applicant shall install standard sanitary sewer manholes and test manholes, per approved plans and in accordance with the City Standard Drawing.
o. STORM DRAIN MANHOLES: The applicant shall install standard storm drain manholes, per approved plans and in accordance with the City Standard Drawing.
p. STORM WATER CATCH BASINS: The applicant shall install standard storm water catch basins, in accordance with the City Standard Drawing. q. STREET LIGHTS:
i. Cobra Head. The applicant shall provide and install standard aluminum electrolier street light(s) per City Standard Drawing EL-1 to EL-5. The applicant is responsible for all PG&E service fees and hook-up charges. Any new service point connection required to power the new lights shall be shown on the construction drawings along with the conduit, pull boxes and other items necessary to install the street lights. An Isometric lighting level needs to be provided by the designer/contractor. A separate light study may be required by the City Engineer. The new street light shall has 32’ mounting height per Standard Drawing EL-3, with mounting arm length per Standard Drawing EL-4, the Fixture shall be Leotek GC1 or GC2 series in an approved configuration per detail EL-2 or approved equal. The arm shall be installed at the location as shown on the approved plans. r. FIRE HYDRANTS: The applicant shall install new fire hydrants along the project frontage. Spacing shall meet City and Fire Marshall requirements. s. BUS STOPS: There are existing bus stops along the proposed project frontage that need to be updated to the latest VTA standards. At first improvement plan submittal, show updated bus stops. This project will require review and approval by VTA prior to first permit issuance. t. WATER SERVICES: Project will need to evaluate if surrounding domestic water services can provide the new development water use demands (pressure and volume). If existing services do not meet the water use DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 245 of 794
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demands, the developer shall install new water lines and services. 122. POTHOLE REQUIREMENTS: The applicant is required to confirm the location of existing utility lines along the project frontage by potholing. Prior to any potholing, applicant shall submit a pothole plan for City review and approval. Applicant shall provide the pothole result to the City Engineer prior to final design. 123. EASEMENTS: Show and label the locations of the existing and proposed Easements on all plans. Identify what easements will be preserved or adjusted.

This includes public service easements, public utility easements, private storm drainage, private sanitary sewer, private water, reciprocating ingress/egress easements between lots shown in this Tentative Map, reciprocating ingress/egress easements with the proposed development to the East, etc. 124. ACCESS TO EAST DEVELOPMENT: At first improvement plan submittal, show access to the proposed development located on the East project boundary. Site plan shall be designed with a wide enough drive isle to accommodate two-way traffic going to the development East of the project boundary. 125. UTILITIES: All new services to the development shall be "underground service" designed and installed in accordance with the Pacific Gas and Electric Company, AT&T (phone) Company and local cable company regulations. Transformers and switch gear cabinets shall be placed underground unless otherwise approved by the Planning Director and the City Engineer. Underground utility plans must be submitted to the City prior to installation. (PUBLIC WORKS) 126. STREET CUT MORATORIUM: Camino Arroyo is part of the Street Cut Moratorium due to the recently completed paving project. The project is proposing to make new pavement cuts on the newly resurfaced Camino Arroyo. Also, the project will create additional construction traffic and create additional future traffic all reducing the City Pavement Condition Index. The project shall grind and pave the entire width of Camino Arroyo (Lip of Gutter to Lip of Gutter) along the entire project frontage with a minimum 2.5” hot mix AC, and with pavement section dig-outs and repairs. Extend of the dig-outs and repairs to be determined by the Developers Geotechnical Engineer and City Engineer. (PUBLIC WORKS) 127. PAVEMENT RESTORATION: Due to the proposed development making pavement cuts into the existing roadway, additional construction traffic, and additional future traffic all reducing the City Pavement Condition Index, show on the plans pavement grind and pave along Holloway Rd. project frontage (half roadway width) with a minimum 2.5” hot mix AC with pavement section dig-out repairs. Also show on the plans pavement crack seal and microsurface slurry seal along the entire frontage of Holloway Rd (lip of gutter to lip of gutter). The extent of DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 246 of 794
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the pavement section dig-out repairs to be determined by the developer’s geotechnical engineer and to be confirmed by the City Engineer.

The City Engineer shall approve the roadway repair prior to the release of utilities, final inspection, or issuance of a certificate of occupancy, whichever occurs first. (PUBLIC WORKS)
128. EXTERIOR SITE LIGHTING STANDARDS: The applicant shall submit a photometric plan for on-site lighting showing lighting levels to Illuminating Engineering Society (IES) Standards. The plan shall comply with the requirement of an average of 1 foot-candle with a 4:1 minimum to average ratio and a minimum lighting of 0.3 foot-candle. This lighting standard is applicable to all publiclyaccessibly parking lots, driveways, circulation areas, aisles, passageways, recesses, and publicly-accessible grounds contiguous to all buildings. Private, interior courtyards not accessible to the public are not required to meet this standard. The lighting system shall be so designed as to limit light spill beyond property lines and to shield the light source from view from off site. The photometric plan shall be approved by the City Engineer or their designee and shall be addressed on the construction plans submitted for any demolition permit, building permit, or grading permit and shall be satisfied prior to issuance of whichever permit is issued first. Any subsequent building permits that include any site lighting shall also meet these requirements. (PUBLIC WORKS) 129. STREET LIGHTING STANDARDS: The applicant shall submit plans for street/sidewalk showing lighting levels to Illuminating Engineering Society (IES) Standards. At first submittal, provide a photometrics plan along the project frontage. Also provide photometric plans for all the streets and intersections identified in the traffic study. If the existing lighting is not to current City Standard, the project shall install the necessary streetlights to meet the minimum lighting requirements. Photometrics shall meet the following standards:
a. Arterial Streets: 1.0 fc average. 3/1 average to minimum uniformity. 0.34 fc minimum
b. Collector Streets: 0.6 fc average. 4/1 average to minimum uniformity. 0.2 fc minimum
c. Local Streets: 0.4 fc average. 6/1 average to minimum uniformity. 0.07fc minimum.
d. High Volume Intersections: 1.1fc average. 3/1 average to minimum uniformity.

0.4 fc minimum.
e. Low Volume Intersections: 0.7 fc average. 4/1 average to minimum uniformity.

0.2 fc minimum.

The applicant shall submit a photometric plan identifying how these lighting levels are being met given the site geometrics, using the City Standard street lights, and a Type III lighting distribution. The width of the street and lighting levels shall DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 247 of 794
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determine the lighting spacing. Street lights and pull boxes shall be installed in the planter strip if one is present, or behind the back of walk where feasible so as to maintain sidewalk clear of obstructions to the approval of the City Engineer. All new streetlight meter pedestals shall be located behind the back of sidewalk and there shall be a minimum of 3’ clearance from the back of sidewalk to the face of utility box. Lighting shall be provided on both sides of the roadways. The photometric plan shall be approved prior to the issuance of the first City permit. (PUBLIC WORKS)
130. FENCES AND OTHER PERMANENT STRUCTURES LOCATED OUTSIDE OF CITY RIGHT-OF-WAY: The applicant shall locate all project fencing and foundation of a permanent nature within the project’s property and outside of the City right-of-way and outside of the Public Easement. (PUBLIC WORKS) 131. STORM DRAIN INLETS: Storm drain inlet spacing along the project frontage is not per City Standards, Specs, or Guidelines. At first improvement plan submittal, the developer is responsible for showing on the plans installation of drainage inlets spaced along the project frontage per City Standards, Specs, and Guidelines.

Installation of the storm drain inlets shall be done as part of Phase 1 of the project. 132. STORM DRAIN INLETS AND WATERWAYS: Per the City’s Clean Water Program’s requirements, the applicant shall mark with the words “No Dumping! Flows to Bay,” or equivalent, using methods approved by the City standards on all storm inlets surrounding and within the project parcel. Furthermore, storm drains shall be designed to serve exclusively stormwater. Dual-purpose storm drains that switch to sanitary sewer are not permitted in the City of Gilroy. (PUBLIC WORKS) 133. DOMESTIC WATER: At first improvement plan submittal, show the installation of domestic water service per City Standards. Water meter shall be located at the back of sidewalk within the Public Easement. Install backflow preventer on private property completely outside of the public right of way and completely outside of public easement per City Standards. Existing services not being used along the project frontage shall be removed up to the main line.
134. LANDSCAPE WATER: At first improvement plan submittal, show the installation of landscaping water service per City Standards. Water meter shall be located at the back of sidewalk within the Public Easement. Install backflow preventer on private property completely outside of the public right of way and completely outside of public easement per City Standards. Existing services not being used along the project frontage shall be removed up to the main line.
135. SEPARATE WATER METERS SERVICES: When a development includes multiple uses (mixed use or other), within one area designated as restaurant DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 248 of 794
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space, there shall be a separate water service and meter for the commercial space and a separate water meter for the other development use(s). This will facilitate the accurate assessment of the Sewer Service Charge, which is based on water use and customer class. (PUBLIC WORKS)
136. GARBAGE/RECYCLE STORAGE AND SERVICE: The applicant shall provide an adequate area for the purposes of storing garbage and recycling collection containers for scheduled servicing by the franchise solid waste collection service.

The containers shall be placed at the service location allowing enough room for the truck to safely approach the containers. The collection containers shall be brought to the service area on the day of service and returned to the storage enclosure by the property owner. The containers are not to be in public view prior to, or beyond the scheduled service times. The applicant shall obtain a review letter from the City’s franchise solid waste collection service provider (Recology) confirming serviceability and site accessibility of the solid waste pickup as designed and shown on the project plans and provide to the City Engineer for approval. Contact Lisa Patton, Operations Manager 408-846-4421. No public right of way areas to be used for solid waste pickup. Provide confirmation that the garbage truck can fully access the site and does not have to “back up” into City Right of Way or Easement. There can be no interruption to the City Right of Way or easements due to solid waste pickup. (PUBLIC WORKS)
137. FUEL DISPENSING AREAS: Per Gilroy Municipal Code Section 27C.8 Prohibition of Discharges from Industrial or Commercial Activity, the applicant shall install impermeable surfaces that are graded at the minimum slope necessary to prevent ponding and separated from the rest of the site by a grade break that prevents runon of stormwater to the maximum extent practicable. A canopy that extends a minimum of ten feet in each direction from each pump shall cover fueling area.

The canopy shall not drain onto the fueling area. (PUBLIC WORKS) 138. UNDERGROUND FRONTAGE UTILITY LINES: The applicant must underground all overhead utilities, and remove all related utility poles, along the project frontage and project boundary from utility pole to utility pole. The applicant shall be responsible for the coordination with all utility companies existing on the poles and coordinate for their undergrounding or relocation as necessary so that the project frontage and boundary is free from utilities to the approval of the City Engineer.

The applicant shall submit plans for this undergrounding work with the civil plans submitted at first improvement plan submittal. Permitting for this undergrounding work shall occur prior to the issuance of the first building permit unless otherwise approved by the City Engineer. (PUBLIC WORKS)
139. DRAINAGE: Drainage designed into landscaping with the purpose of reducing volume or improving quality of runoff from the site shall be implemented according DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 249 of 794
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to the requirements of the Stormwater Management Guidance Manual for Low Impact Development & Post Construction Requirements (June 2015) and shall also be, subject to the approval of the City Engineer. No increase to the peak discharge shall be permitted downstream.

In addition, discharge must conform to any non-point source permit issued by the Regional Water Quality Control Board. Drainage improvements made on-site shall conform to standard engineering practices and shall not allow any site drainage to impact adjacent properties.

All drainage capacity calculations shall be performed by a licensed Civil Engineer, whose signed engineer’s stamp shall appear on the calculations sheets, and shall be submitted to the City for review and approval with the project civil plans.

For projects that include permanent structural controls for water quality protection, the O&M (operation and maintenance) procedures for such control features shall be submitted in a site-specific Stormwater Control Plan (SWCP) which shall be reviewed and approved prior to occupancy. A formal O&M Agreement shall specify the owner’s responsibility to ensure their ongoing effective operation and maintenance. Such O&M responsibility requirements shall be recorded on the property deed.

If the project is proposing to connect to an existing storm drain system within or downstream from the site, the design engineer shall provide calculations with the final design plans to demonstrate that the downstream drainage system has adequate capacity to accommodate the additional site flows being added to the system for the design storm per City Standards. The calculations shall be to the approval of the City Engineer prior to the issuance of the first City permit. (PUBLIC WORKS)
140. STORMWATER: The project shall prepare a hydraulic study to evaluate the stormwater impacts and impacts to surrounding discharge locations and receiving waters. Stormwater detention shall be designed to not exceed existing condition discharge rates under stormwater events range of events, such as the 2-yr., 10-yr., and 25-yr. events. Refer to the City of Gilroy General Guidelines Section 7 #13 “A 24-hour, 25-year storm, total rainfall of 4.79 inches shall be used if a reasonable outlet is provided (detention).

If no disposal other than evaporation, percolation or irrigation is provided (retention), a 24-hour, 100-year storm, total rainfall of 5.59 inches, shall be used. 25% of the total basin volume shall be considered as freeboard.” https://www.cityofgilroy.org/260/Standards-Specifications DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 250 of 794
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141. STORMWATER MANAGEMENT: At Developer’s sole expense, Developer shall submit results from a third-party review of the project’s stormwater design. The results shall confirm that the project is complying with requirements set in the City of Gilroy Stormwater Management Guidance Manual for Low Impact Development and Post-Construction Requirements. (PUBLIC WORKS)
142. SITE LANDSCAPING COORDINATION: The site landscaping needs to be coordinated between the stormwater treatment area and the overall site landscaping plan area. The landscaping within the stormwater treatment area will not count towards the site landscaping requirement. Stormwater treatment areas should be identified on the site first, and then site landscaping to make sure the correct plant material is identified for each area.

Some site landscaping plant material may not be suitable in stormwater treatment areas due to the nature of the facility. Sewer facilities cannot be aligned through stormwater treatment facilities. It is the applicant’s responsibility to coordinate the civil stormwater treatment facilities and the plans from the project landscaper. (PUBLIC WORKS)
143. PARKING LOTS: The applicant shall submit plans for all required off-street parking lots showing proper grading, drainage, ramps profile, and parking dimensions in conformance with City parking standards. The plans shall be approved by the City Engineer prior to the issuance of the first City permits. (PUBLIC WORKS)
144. BICYCLE PARKING: The applicant shall provide both long-term bicycle lockers and short-term bicycle racks on-site, as shown on the approved site plan, to the approval of the City Engineer. (PUBLIC WORKS)
145. OFF-HOURS MATERIAL DELIVERY: The applicant shall coordinate with the future site operators so that all site delivery of materials and goods are delivered off-hours and on-site. This will allow the on-site customer parking for the development site to be utilized during business hours, and not be impacted by the staging of delivery vehicles. The applicant shall provide a written plan, to ensure that this condition is satisfied, prior to occupancy of the first site building. The plan shall be to the approval of the Planning Manager and City Engineer. (PUBLIC WORKS)
146. TRAFFIC SIGNAL EQUIPMENT: Per the project Transportation Analysis/Traffic Study dated October 10, 2022, the applicant shall procure all equipment and install, at developers cost, signal improvements. The signal equipment shall be to City Standard (unless Caltrans requires their standard to be met). The signal equipment shall include a 2070 controller with the latest McCain software, type 332 DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 251 of 794
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cabinet, and meet the requirements of the City Traffic Signal Design Standards.

Signal equipment shall be installed at the back of walk to provide for a clear sidewalk at the intersection. Design shall be to the approval of (Caltrans and) the City Engineer, and shall be installed as part of Phase I and prior to occupancy of the first project building. (PUBLIC WORKS)
147. ADDRESS PLAN: The applicant shall submit to the Public Works Department a final address plan. The plan shall be substantially in conformance with the address plan approved with the Arch & Site application. Said submittal shall be approved by the City Engineer prior to the submittal of plans for any demolition permit, building permit, or site development permit and shall be satisfied prior to issuance of whichever permit is issued first. (PUBLIC WORKS)
148. PERMITS REQUIRED BY OTHER AGENCIES: The applicant shall obtain all applicable permits and approval from federal, state, and local agencies as required to construct the proposed improvements. The applicant is hereby informed that permits may be required by one (1) or more of the following: Caltrans, VTA, Army Corps of Engineers, UPRR/CPUC, Valley Water, Fish and Wildlife, Regional Water Quality Control Board, Santa Clara County Roads and Airports, Santa Clara Valley Water District or Habitat Permit. If project is within jurisdiction of any of these agencies, verification of permit or waiver of permit must be given to the Public Works Department prior to issuance of any required City permits. If the City is required to be a party to the permit application and a fee is required, the applicant shall reimburse the City for its cost. A copy of these permits shall be provided to the satisfaction of the City Engineer prior to the issuance of the first City permit. (PUBLIC WORKS)
149. CALTRANS PERMIT: Prior to the issuance of the first City permit, the applicant must submit evidence to the Public Works Department of approval by the State of California for the performance of any work within the State right-of-way. If the City is required to be a party to the permit application and a fee is required, the applicant shall reimburse the City for its cost. The Applicant is encouraged to contact the Caltrans permit office as soon as possible to learn what is required to obtain Caltrans approval and issuance of a State Encroachment Permit. (PUBLIC WORKS)
150. STREET TREE DEVELOPMENT IMPACT FEE: The applicant shall pay a fee to prove funding towards additional tree planting in the City. The fee is based on the amount of added hardscape the project is adding. The estimated impact fee, based on the approved plans, is $7,287. This fee is only an estimate. The actual impact fee will be calculated based on building permit plans submitted, and the fees approved by the City Council in place at the time of the building permit submittal. The fee shall be collected by the Public Works Department and paid DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 252 of 794
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prior to issuance of the first City permit. (PUBLIC WORKS) 151. STORM DEVELOPMENT IMPACT FEE: The applicant shall pay a fee proportional to the project's share of storm drainage flowing off-site, and shall be used to enhance the City’s storm drainage system based on the recommendations of the adopted Storm Drainage Master Plan. The estimated impact fee, based on the approved plans, is $12,014. This fee is only an estimate. The actual impact fee will be calculated based on building permit plans submitted, and the fees approved by the City Council in place at the time of the building permit submittal. The fee shall be collected by the Public Works Department and paid prior to issuance of the first City permit. (PUBLIC WORKS)
152. SANITARY SEWER DEVELOPMENT IMPACT FEE: The applicant shall pay a fee proportional to the project’s share of the increase amount of sewage generated by the project, which shall be used to enhance the City’s sewer system based on the adopted Sewer Master Plan. The estimated impact fee, based on the approved plans, is $1,542,728. This fee is only an estimate. The actual impact fee will be calculated based on building permit plans submitted, and the fees approved by the City Council in place at the time of the building permit submittal. The fee shall be collected by the Public Works Department and paid prior to issuance of the first building permit. At first improvement plan submittal, applicant’s engineer shall submit a calculation for sanitary sewer and water generation per the City’s Master Plan design criteria. The fee shall be collected by the Public Works Department and paid prior to issuance of the first building permit. (PUBLIC WORKS) 153. WATER DEVELOPMENT IMPACT FEE: The applicant shall pay a fee proportional to the project's share of impact to the City’s water system, and the water needs of the development. The fee shall be used to fund improvements identified in the City’s Water Master Plan. The estimated impact fee, based on the approved plans, is $402,763. This fee is only an estimate. The actual impact fee will be calculated based on building permit plans submitted, and the fees approved by the City Council in place at the time of the building permit submittal. At first improvement plan submittal, applicant’s engineer shall submit a calculation for water generation per the City’s Master Plan design criteria. The fee shall be collected by the Public Works Department and paid prior to issuance of the first building permit. (PUBLIC WORKS)
154. TRAFFIC IMPACT FEE: The applicant shall pay a fee proportional to the project's share of transportation improvements needed to serve cumulative development within the City of Gilroy. The funds shall be used to fund improvements identified in the City Traffic Circulation Master Plan. The estimated impact fee, based on the approved plans, is $2,568,157. This fee is only an estimate. The actual impact fee will be calculated based on building permit plans submitted, and the fees approved DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 253 of 794
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by the City Council in place at the time of the building permit submittal. The fee shall be collected by the Public Works Department and paid prior to issuance of the first building permit. (PUBLIC WORKS)
155. PUBLIC FACILITIES IMPACT FEE: The applicant shall pay a fee proportional to the project’s share of the increase to the use of City Public facilities. The estimated impact fee, based on the approved plans, is $3,897,623. This fee is only an estimate. The actual impact fee will be calculated based on building permit plans submitted, and the fees approved by the City Council in place at the time of the building permit submittal. The fee shall be collected by the Public Works Department and paid prior to issuance of the first building permit. (PUBLIC WORKS)
156. CONSTRUCTION NOTICING: At least two week prior to commencement of any on or off-site work, the applicant shall post at the site, and to property owners within (300') three hundred feet of the exterior boundary of the project site a notice that construction work will commence on or around the stated date. The notice shall include a list of contact persons with name, title, phone number and area of responsibility. The person responsible for maintaining the list shall be included.

The list shall be current at all times and shall consist of persons with authority to initiate corrective action in their area of responsibility. The names of individuals responsible for dust, noise and litter control shall be expressly identified in the notice. Noticing shall be in both English and Spanish. The notice shall be submitted for review to the approval of the City Engineer two weeks prior to the issuance of the first City permit. (PUBLIC WORKS)
The following conditions shall be met prior to the approval of the FINAL MAP or PARCEL MAP, or if another deadline is specified in a condition, at that time. 157. DEDICATIONS: The applicant or owner shall dedicate all necessary right of way along the project frontage, project boundary, and all off-site locations in order to construct the improvements identified in the Transportation Analysis/Traffic Study.

Where required, the applicant shall also dedicate a property line radius at the corner of his property. (PUBLIC WORKS)
158. DEDICATION OF EASEMENT: The applicant shall dedicate a 16-ft Public Utility Easement to the City for public utilities per City Standards. The easement shall be conveyed by the associated Parcel/Final Map. The applicant shall prepare the easement conveyance documents for review to the approval of the City Engineer.

The easement shall be recorded with the County of Santa Clara prior to the issuance of the first City permit. (PUBLIC WORKS)
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reciprocal driveway ingress and egress easements, as delineated on the approved plans. Said easements shall be approved by all affected property owners. The easements shall be approved by the City Engineer, recorded with the County Recorder’s Office, and a recorded copy of the document returned to the City prior to the issuance of the first City permit. The easement may also be designated on any associated parcel or subdivision map. (PUBLIC WORKS) 160. PARCEL MAP: It shall be the applicant's responsibility to have a parcel map, prepared by a person authorized to practice land surveying in California, delineating all parcels created or deleted and all changes in lot lines in conformance with the Gilroy Municipal Code. The parcel map shall be approved by the Department of Public Works and recorded with the County Recorder’s Office prior to the issuance of the first City permit. A parcel map guarantee shall be submitted to the City, by the applicant’s title company, prior to release of the parcel map to the title company for recordation. Prior to the City’s release of the parcel map to the title company, the applicant may, at the discretion of the City Engineer, be required to submit to the City an electronic copy of the map in the AutoCAD Version being used by the City at the time of recordation. It is the applicant's responsibility to check with their title company and the County Recorder’s Office to determine the time necessary to have the map recorded after City approval. (PUBLIC WORKS)
161. SUBDIVISION (FINAL) MAP: The applicant shall have a subdivision map, prepared by a person authorized to practice land surveying in California, delineating all parcels created or deleted and all changes in lot lines in conformance with the Gilroy Municipal Code. The Final Subdivision Map shall be approved by the Department of Public Works and recorded by the County Recorder’s Office prior to the issuance of the first City permit. A map guarantee shall be submitted to the City, by the applicant’s title company, prior to release of the map to the title company for recordation. Prior to the City’s release of the final map to the title company, the applicant may, at the discretion of the City Engineer, be required to submit to the City an electronic copy of the map in the AutoCAD Version being used by the City at the time of recordation. It is the applicant's responsibility to check with their title company and the County Recorder’s Office to determine the time necessary to have the map recorded after City approval.

The Subdivision (Final) Map shall be presented to the City Council for review and action. The City Council meeting will be scheduled approximately fifty (50) days after the Subdivision (Final) Map is deemed technically correct, and Improvement Plans with supporting documents, reports and agreements are approved by the City. Executed Subdivision (Final) Map shall be returned to the City Public Works Department if Subdivision (Final) Map has not been filed in the County Recorder’s Office within ninety (90) days from the date of City Council’s approval. (Note: This DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 255 of 794
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item to also be added for condominium projects.) (PUBLIC WORKS) 162. PROPERTY IMPROVEMENT AGREEMENT (PIA): The applicant shall enter into a property improvement agreement with the City per Gov. Code Section 66462(a), and shall arrange to provide Payment and Performance bonds each for 100% of the cost of public infrastructure improvements to be constructed in the public rightof-way. These improvements shall include, but not be limited to, roadway construction, sidewalk, curb and gutter, water lines, storm lines, sewer lines, street lights, and signal equipment. City Standard insurance shall be provided per the terms of the agreement. The agreement will be forwarded to the City Council for approval with project (parcel or final) map. The PIA shall be approved by the City Council prior to the issuance of the first project permit. (PUBLIC WORKS) 163. LANDSCAPE MAINTENANCE AGREEMENT: The developer will be required to enter into a landscape maintenance agreement for the maintenance of landscape in the public right of way along the project frontage.
164. MONUMENTS: The applicant shall arrange for the engineer to have all monuments set per the recorded final map. A certificate letter by the Surveyor or Engineer will be provided to the City Engineer. (PUBLIC WORKS) 165. COVANANTS, CONDITIONS & RESTRICTIONS (CC&R): The applicant shall prepare project Covenants, Conditions and Restrictions (CC&R) for the project.

The CC&Rs shall be submitted with the project map for review and approval of the City Engineer, the City Attorney, and the Planning Manager. The CC&Rs shall include relevant project Conditions of Approval, and shall include language that restricts the Homeowner’s Association from making changes to the CC&Rs without first obtaining approval from the City. The CC&Rs shall be reviewed and approved prior to the City Council approval of the project map. (PUBLIC WORKS) 166. LOT LINE ADJUSTMENT: It shall be the applicant's responsibility to have any lot line adjustment, prepared by a person authorized to practice land surveying in California, delineating all changes in lot lines in conformance with the Gilroy Municipal Code. The lot line adjustment shall be approved by the Department of Public Works, recorded by the County Recorder’s Office, and a recorded copy of the document returned to the City prior to the issuance of any City permits. It is the applicant's responsibility to check with their title company and the County Recorder’s Office to determine the time necessary to have the lot line adjustment recorded after City approval. (PUBLIC WORKS)
167. ELEVATION CERTIFICATE: (specifically for projects in the flood zone) An elevation certificate per FEMA requirements must be complete by a Land Surveyor or Civil Engineer. The elevation certificate shall be submitted, to the approval of DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 256 of 794
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the City Engineer, prior to the first building occupancy. (PUBLIC WORKS) 168. STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT:

The applicant shall execute a Stormwater Management Facilities Maintenance Agreement with the City Engineer as specified in Chapter 7.39.210-230 of the Stormwater Management and Discharge Control ordinance. The agreement shall outline the operation and maintenance (O&M) plan for the permanent storm water treatment facilities. The City-Standard Stormwater BMP Operation and Maintenance Agreement will be provided by Public Works Engineering. The agreement shall include the following:
a. This Agreement shall also provide that in the event that maintenance or repair is neglected, or the stormwater management facility becomes a danger to public health or safety, the city shall have the authority to perform maintenance and/or repair work and to recover the costs from the owner. b. All on-site stormwater management facilities shall be operated and maintained in good condition and promptly repaired/replaced by the property owner(s) or other legal entity approved by the City. c. Any repairs or restoration/replacement and maintenance shall be in accordance with City-approved plans.
d. The property owner(s) shall develop a maintenance schedule for the life of any stormwater management facility and shall describe the maintenance to be completed, the time period for completion, and who shall perform the maintenance. This maintenance schedule shall be included with the approved Stormwater Runoff Management Plan.

This agreement shall be executed prior to the first occupancy of the building. (PUBLIC WORKS)
169. STORMWATER MANAGEMENT FACILITIES INSPECTION: The Stormwater Management Facilities Maintenance Agreement work shall require inspections be performed which shall adhere to the following:
a. To comply with the State Stormwater requirements and the NPDES permit, the applicant shall secure a QSD or QSP to maintain all erosion control and BMP measures during construction. The applicant’s QSD or QSP shall provide the City weekly inspection reports to the approval of the City Engineer.
b. Stormwater facility inspections shall be done at least twice per year, once in Fall by October 1st, in preparation for the wet season, and once in Winter by March 15th. Written records shall be kept of all inspections and shall include, at minimum, the following information:

1. Site address;

2. Date and time of inspection;

3. Name of the person conducting the inspection;
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4. List of stormwater facilities inspected;

5. Condition of each stormwater facility inspected;

6. Description of any needed maintenance or repairs; and

7. As applicable, the need for site re-inspection.
c. Upon completion of each inspection, an inspection report shall be submitted to Public Works Engineering no later than October 1st for the Fall report, and no later than March 15th of the following year for the Winter report. d. Before commencing any grading or construction activities, the applicant shall obtain a National Pollutant Discharge Elimination System (NPDES) permit and provide evidence of filing of a Notice of Intent (NOI) with the State Water Resources Control Board.
e. The applicant is responsible for ensuring that all contractors are aware of all storm water quality measures and implement such measures. Failure to comply with the approved construction BMPs will result in the issuance of correction notices, citations or a project stop order.
f. Sequence of construction for all stormwater facilities (bioswales, detention/ retention basins, drain rock, etc.) shall be done toward final phases of project to prevent silting of facilities and reduce the intended use of the facilities.
g. Prior to final inspection, all stormwater facilities will be tested by a certified QSP or QSD to meet the minimum design infiltration rate. All tests shall be made at on 20 ft x 20ft grid pattern over the surface of the completed stormwater facility unless otherwise approved by the City Engineer.

All soil and infiltration properties for all stormwater facilities shall be evaluated by the geotechnical engineer. Percolation tests (using Double Ring Infiltrometer Testing with appropriate safety factors) at horizontal and vertical (at the depth of the stormwater facility) shall be conducted for each stormwater facility. A 50% safety factor shall be applied to the calculated percolation test and shall be used as the basis for design (the design percolation rate). The geotechnical report shall include a section designated for stormwater design, including percolation results and design parameters. (PUBLIC WORKS)
170. REGIONAL BOARD STORMWATER: This project may be subject to an audit by the Central Coast Regional Board. City may be required to provide the project stormwater design and storm water management plan for Regional Board review and comment. The project may need to provide the Regional Board any and all necessary documents (including reports, technical data, plans, etc.) for the Regional Board approval. (PUBLIC WORKS)
The following conditions shall be complied with AT ALL TIMES DURING THE CONSTRUCTION PHASE OF THE PROJECT, or if another deadline is specified in a condition, at that time.

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171. PUBLIC WORKS CONSTRUCTION ACTIVITIES: The City shall be notified at least ten (10) working days prior to the start of any construction work, and at that time the contractor shall provide a project construction and phasing schedule, and a 24-hour emergency telephone number list. The schedule shall be in Microsoft Project, or an approved equal, and shall identify the scheduled critical path for the installation of improvements to the approval of the City Engineer. The schedule shall be updated weekly. The approved construction and phasing schedule shall be shared with Gilroy Unified School District (GUSD) to avoid traffic impacts to surrounding school functions. An approved construction information handout(s) shall also be provided to GUSD to share with school parents. (PUBLIC WORKS) a. All work shown on the improvement plans shall be inspected to the approval of the City Engineer as applicable. Uninspected work shall be removed as deemed appropriate by the City Engineer.
b. Construction activities related to the issuance of any Public Works permit shall be restricted to the weekday between 7:00 a.m. and 7:00 p.m., Saturday 9:00 a.m. to 7:00 p.m. for general construction activities.

No work shall be done on Sundays and on City Holidays unless otherwise approved by the City Engineer. Please note that no work shall be allowed to take place within the City right-of-way after 5:00 p.m.

Monday through Friday. In addition, no work being done under the issuance of a Public Works encroachment permit may be performed on the weekend unless prior approvals have been granted by Public Works.

The City Engineer may apply additional construction period restrictions, as necessary, to accommodate standard commute traffic along arterial roadways and along school commute routes. Signs outlining the project construction times shall be posted at conspicuous locations on site where it is visible to the public. The signs shall be per the City Standard Drawing for posting construction hours. The sign shall be kept free of graffiti at all times. Contact the Public Works Department to obtain sample City Standard sign outlining hours of operation. c. The allowed hours of Public Works construction activities may be waived or modified through an exemption, for limited periods, if the City Engineer finds that the following criteria are met:
i. Permitting extended hours of construction will decrease the total time needed to complete the project thus mitigating the total amount of noise associated with the project as a whole; or,
ii. Permitting extended hours of construction are required to DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 259 of 794
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accommodate design or engineering requirements, such as a large concrete pour. Such a need would be determined by the project's design engineer and require approval of the City Engineer.
iii. An emergency situation exists where the construction work is necessary to correct an unsafe or dangerous condition resulting in obvious and eminent peril to public health and safety. If such a condition exists, the City may waive any of the remaining requirements outlined below.
iv. The exemption will not conflict with any other condition of approval required by the City to mitigate significant impacts. v. The contractor or owner of the property will notify residential and commercial occupants of property adjacent to the construction site of the hours of construction activity which may impact the area. This notification must be provided three days prior to the start of the extended construction activity.
vi. The approved hours of construction activity will be posted at the construction site in a place and manner that can be easily viewed by any interested member of the public.
vii. The City Engineer may revoke the exemption at any time if the contractor or owner of the property fails to abide by the conditions of exemption or if it is determined that the peace, comfort and tranquility of the occupants of adjacent residential or commercial properties are impaired because of the location and nature of the construction. The waiver application must be submitted to the Public Works Construction Inspector ten (10) working days prior to the requested date of waiver.
d. The following provision to control traffic congestion, noise, and dust shall be followed during site excavation, grading and construction:
i. All construction vehicles should be properly maintained and equipped with exhaust mufflers that meet State standards. ii. Blowing dust shall be reduced by timing construction activities so that paving and building construction begin as soon as possible after completion of grading, and by landscaping disturbed soils as soon as possible.

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iii. Further, water trucks shall be present and in use at the construction site. All portions of the site subject to blowing dust shall be watered as often as deemed necessary by the City, or a minimum of three times daily, or apply (non-toxic) soil stabilizers on all unpaved access roads, parking areas, and staging areas at construction sites in order to ensure proper control of blowing dust for the duration of the project.
iv. Watering on public streets, and wash down of dirt and debris into storm drain systems will not be allowed. Streets will be cleaned by street sweepers or by hand as often as deemed necessary by the Construction Inspector, or at least once a day.

Watering associated with on-site construction activity shall take place between the hours of 8 a.m. and 5 p.m. and shall include at least one late-afternoon watering to minimize the effects of blowing dust. Recycled water shall be used for construction watering to manage dust control where possible, as determined by the City Engineer. Recycled water shall be billed at the municipal industrial rate based on the current Santa Clara Valley Water District’s municipal industrial rate. Where recycled water is not available potable water shall be used. All potable
construction water from fire hydrants shall be metered and billed at the current portable fire hydrant meter rate.
v. All public streets soiled or littered due to this construction activity shall be cleaned and swept on a daily basis during the workweek to the satisfaction of the Construction Inspector. vi. Construction grading activity shall be discontinued in wind conditions that in the opinion of the Public Works Construction Inspector cause excessive neighborhood dust problems.
vii. Site dirt shall not be tracked into the public right-of-way, and shall be cleaned immediately if done, or the project may risk being shut down. Mud, silt, concrete and other construction debris shall not be washed into the City’s storm drains.
viii. Construction activities shall be scheduled so that paving and foundation placement begin immediately upon completion of grading operation.
ix. All aggregate materials transported to and from the site shall be covered in accordance with Section 23114 of the California Vehicle Code during transit to and from the site.

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x. Prior to issuance of any permit, the applicant shall submit any applicable pedestrian or traffic detour plans, to the satisfaction of the City Engineer, for any lane or sidewalk closures. The traffic control plan shall be prepared by a licensed professional engineer with experience in preparing such plans. The Traffic Control Plan shall be prepared by a licensed engineer in accordance with the requirements of the latest edition of the California Manual on Uniform Traffic Control Devices (MUTCD) and standard
construction practices. The Traffic Control Plan shall be approved prior to the commencement of any work within the public right-ofway. xi. During construction, the applicant shall make accessible any or all City utilities as directed by the City Engineer. xii. The minimum soils sampling and testing frequency shall conform to Chapter 8 of the Caltrans Construction Manual. The applicant shall require the soils engineer submit to daily testing and sampling reports to the City Engineer.
172. STREET RESURFACING PRIOR TO ACCEPTANCE: Prior to final acceptance, the applicant shall apply a microsufacing to all streets, and apply final street markings, per the approved plans, in thermoplastic to Caltrans Standards. All microsurfacing and final striping shall be to the approval of the City Engineer. (PUBLIC WORKS)
173. PROJECT CLOSE-OUT AND RECORD DRAWINGS: At project completion, the applicant shall submit the complete Public Works project closeout package to the Department of Public Works Engineering Division. The project closeout package consists of As-Builts, AutoCAD files, etc. Additional information regarding the Public Works project closeout can be provided to the applicant upon request. This condition shall be met prior to the release of utilities, final inspection, or issuance of a certificate of occupancy, whichever occurs first. (PUBLIC WORKS) 174. PROJECT CLOSE-OUT: Prior to City acceptance of all parcel map subdivision developments, tract subdivision developments, and property improvement agreements, the applicant shall comply with all City construction close-out procedures to the approval of the City Engineer. Refer to the City’s website for a copy of these procedure. Prior to final inspections, all pertinent conditions of approval and all improvements shall be completed to the satisfaction of the Planning Director and City Engineer. A letter indicating that all project conditions have been met shall be submitted prior to the first occupancy. All public DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 262 of 794
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improvements, including the complete installation of all improvements relative to streets, fencing, sanitary sewer, storm drainage, water system, underground utilities, etc., shall be completed and attested to by the City Engineer before approval of occupancy of any unit. Where facilities of other agencies are involved, such installation shall be verified as having been completed and accepted by those agencies. In addition, the applicant shall submit a detailed project cost estimate of all public improvements constructed on-site and within the public right-of-way. The cost estimate shall be prepared by the project engineer, and be to the approval of the City Engineer. The cost estimate shall be broken out into on-site and off-site improvements based on the format provided by the City.

Until such time as all improvements required are fully completed and accepted by City, the applicant shall be responsible for the care maintenance of and any damage to such improvements. City shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage, regardless of cause, happening or occurring to the work or Improvements required for this project prior to the completion and acceptance of the work or Improvements. All such risks shall be the responsibility of, and are hereby assumed by the applicant. (PUBLIC WORKS)
175. MATERIAL HAULING ROUTE AND PERMIT: For material delivery vehicles equal to, or larger than two-axle, six-tire single unit truck (SU) size or larger as defined by FHWA Standards, the applicant shall submit a truck hauling route and receive a haul permit that conforms to City of Gilroy Standards to the approval of the City Engineer. Note that the City requires a Haul Permit be issued for any hauling activities.

The project sponsor shall require contractors to prohibit trucks from using “compression release engine brakes” on residential streets. A letter from the applicant confirming the intention to use this hauling route shall be submitted to the Department of Public Works, and approved, prior to the issuance of any City permits.

All material hauling activities including but not limited to, adherence to the approved route, hours of operation, staging of materials, dust control and street maintenance shall be the responsibility of the applicant. All storage and office trailers will be kept off the public right-of-way. Tracking of dirt onto City streets and walks will not be allowed. The applicant must provide an approved method of cleaning tires and trimming loads on-site. Any job-related dirt and/or debris that impacts the public right-of-way shall be removed immediately. No wash down of dirt into storm drains will be allowed. All material hauling activities shall be done in accordance with applicable City ordinances and conditions of approval. Mud, silt, concrete and other construction debris shall not be washed into the City’s storm DocuSign Envelope ID: CE62B8CC-304C-4508-AC02-7EC86BB19360 9.3 p. 263 of 794
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drains. Violation of such may be cause for suspension of work. (PUBLIC WORKS)
176. CONSTRUCTION WORKER PARKING: The applicant shall provide an on-site construction-parking plan and shall include an estimate of the number of workers that will be present on the site during the various phases of construction and indicate where sufficient off-street parking will be utilized. Said plan shall be approved by the City Engineer prior to issuance of City permits and shall be complied with at all times during construction. Failure to enforce the parking plan may result in suspension of the City permits. (PUBLIC WORKS) 177. ARCHITECTURAL COPPER: Per Gilroy Municipal Code Section 27C.7 Prohibition of Illegal Discharges, the applicant shall follow the specific best management practices for the installation of the Architectural Copper. For detailed information please distribute the flyer to all construction personnel involved in the fabrication and installation of the Architectural Copper that is located at:
http://flowstobay.org/files/newdevelopment/flyersfactsheets/ArchitecturalcopperBMPs.pdf (PUBLIC WORKS)
The following conditions shall be complied with AT ALL TIMES that the use permitted by this entitlement occupies the premises
178. POST CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP): In accordance with Gilroy Municipal Code Chapter 27D Post Construction Storm Water Pollution Prevention all projects that meet the criteria described in the Storm Water Guidance Manual for Low Impact Development and Post-Construction Requirements shall prepare a storm water control plan (SWCP) and shall meet the requirements of the design standards and selection of best management practices and shall be selected and designed to the satisfaction of the City Engineer or designee. Requirements shall include:
a. Owner/occupant shall inspect private storm drain facilities at least two (2) times per year and sweep parking lots immediately prior to and once during the storm season.
b. The applicant shall be charged the cost of abatement for issues associated with, but not limited to, inspection of the private storm drain facilities, emergency maintenance needed to protect public health or watercourses, and facility replacement or repair in the event that the treatment facility is no longer able to meet performance standards or has deteriorated. Any abatement activity performed on the applicant’s property by City staff will be charged to the applicant at the City’s adopted hourly rate. c. Label new and redeveloped storm drain inlets with the phrase “No Dumping:

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and to prevent direct discharge of pollutants into the storm drain. Template ordering information is available at www.flowstobay.org. d. All process equipment, oils fuels, solvents, coolants, fertilizers, pesticides, and similar chemical products, as well as petroleum based wastes, tallow, and grease planned for storage outdoors shall be stored in covered containers at all times.
e. All public outdoor spaces and trails shall include installation and upkeep of dog waste stations.

Garbage and recycling receptacles and bins shall be designed and maintained with permanent covers to prevent exposure of trash to rain. Trash enclosure drains shall be connected to the sanitary sewer system. (PUBLIC WORKS) End.

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Community Development
Department
7351 Rosanna Street, Gilroy, CA 95020-6197
Telephone: (408) 846-0451 | Fax: (408) 846-0429
cityofgilroy.org |[email protected]
Sharon Goei

DIRECTOR
DATE: May 4, 2023
TO: Planning Commission
FROM: Kraig Tambornini, Senior Planner
SUBJECT: Gilroy Square proposed Gilroy Crossings Phase II Planned Unit Development (PUD) Zoning Amendment, Architectural and Site Plan Review, and Tentative Map for property Located at 6970 Camino Arroyo (Z 22-02, AS 21-13, TM 21-02).

RECOMMENDATION:

Staff has analyzed the proposed project, and recommends that the Planning Commission:
a) Consider and recommend that the City Council adopt the Mitigated Negative Declaration prepared for the project, based on findings required by the California Environmental Quality Act (CEQA); and
b) Adopt a resolution recommending that the City Council approve the PUD Zoning Amendment Z 22-02 for Gilroy Crossings Phase II as requested; and c) Adopt a resolution recommending that the City Council approve the Architectural and Site Review AS 21-13 for the Planned Unit Development, subject to certain findings and conditions; and
d) Adopt a resolution recommending that the City Council approve the Tentative Map TM 21-02, subject to certain findings and conditions.

EXECUTIVE SUMMARY
The applicant is requesting approval to develop 10.18 acres of vacant land in Phase II of Gilroy Crossings PUD, with a drive through restaurant, gas station, two hotels and two future industrial buildings. The project requires zoning amendment, architectural and site review and tentative map entitlements.

The PUD is located south of Highway 152 and east of Highway 101 along Camino Arroyo and allows for a mix of commercial and industrial development. The entire PUD encompasses approximately 68.34 net acres that, in addition to the subject site, includes Gilroy Crossing Shopping Center on the west side of Camino Arroyo and two small industrial parcels south of Holloway Road.

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2 An updated environmental analysis (Mitigated Negative Declaration) has been completed for the project that analyzed traffic and other potential impacts. Staff has determined the project may be supported, with conditions requiring submittal of final plan details, payment of impact fees, among other items.

PROJECT DESCRIPTION:

The project proposes development of property on the east side of Camino Arroyo, between Highway 152 and Holloway Road (APN 841-70-049); located within an existing commercial/industrial C3-HC-M2 PUD zone district. The following development, and associated site improvements, are proposed:
• A 2,600 square foot drive through restaurant on an 0.826 acre lot; • A gasoline station with a 2,880 square foot convenience store, 1,152 square foot carwash and 6,679 square foot canopy on a 1.313 acre lot; • Two four-story hotels totaling 200 rooms (88 rooms in a 67,680 square foot building and 112 rooms in 82,568 square foot building on 2.382 acre and 1.82 acre lots); and
• Two lots for future industrial warehouse buildings totaling 45,500 square feet on separate 1.245 acre and 2.594 acre lots.

The project also requires off-site roadway improvement to extend the left hand turn lane into the site from Camino Arroyo and right hand turn lane onto Hwy 152.

BACKGROUND:

Subject Property and Surrounding Land Uses: The Gilroy Crossings commercial/industrial planned development was formerly known as Regency Center PUD. The PUD permits a mix of commercial and industrial uses. Pacheco Pass commercial/industrial planned development is located north of the site, across Highway 152, which includes Lowes, Costco, and Walmart (formerly known as Newman Center).

The site and surrounding land uses are as follows:

LOCATION EXISTING LAND USE GENERAL PLAN ZONING
Project Site Vacant – Gilroy Crossings
Phase II General Industrial C3/HC/M2 PUD
North Pacheco Pass Shopping
Center Complex
General Services
Commercial C3/M2 PUD
South Vacant – Warehouse Under
Construction General Industrial M2
East Vacant – Warehouse/Office
General Services
Commercial/
General
Industrial
HC/M2

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3 LOCATION EXISTING LAND USE GENERAL PLAN ZONING
West Gilroy Crossings Phase I
Shopping Center
General Services
Commercial
C3/HC/M2
PUD
Background Information: The C3-M2-HC PUD overlay was established for retail, restaurant, hotel and industrial uses by Ordinance 2003-01 (Z 02-06). The PUD encompasses approximately 68.34 net acres, excluding public rights of way. Phase I has been substantially built out as Gilroy Crossings, with over 458,000 square feet of development. Pursuant to the original PUD approval, Phase II of the PUD requires adoption of subsequent PUD development plan and updated traffic analysis.

Environmental Assessment:

Prior Project CEQA Review:

Environmental review is required prior to City approval of discretionary development projects that do not qualify as exempt or that have unique impacts which were not fully assessed in the Environmental Impact Report prepared for the City’s General Plan. The purpose of CEQA is to assure environmental impacts of a project are disclosed to the public. If impacts are identified, but can be mitigated below significance thresholds, then a Mitigated Negative Declaration may be adopted. Otherwise, an EIR would be prepared. The environmental determination is made to confirm impacts have been sufficiently identified, discussed and mitigated. After an environmental determination is made, the City can decide whether the project should be approved based on its own merit.

An Environmental Impact Report was adopted for the original Regency Center PUD which included development of Phase 1; aka, Gilroy Crossings (City Council Resolution 2002-85). The Regency Center EIR included a preliminary assessment of traffic impacts anticipated for buildout of Phase II. At the time, an intersection level of service standard was used to analyze traffic impacts. The EIR included 57 mitigation measures, which included potential traffic improvements that would be required for buildout of Phase II.

Alternative mitigation measures could be applied if supported by a subsequent traffic study (per approval TM 02-06, Condition 26).

Phase II Project CEQA Review:

In accordance with the California Environmental Quality Act (CEQA), an updated environmental review has been prepared to assess the potential impacts of the proposed Phase II development. The initial study has included an updated traffic analysis for the project using current vehicle miles traveled (VMT) thresholds, and review of current site characteristics and setting. Based on the initial study a Mitigated Negative Declaration (MND) has been prepared for this subsequent project. The conclusions of the MND are summarized as follows:
 Air Quality: The study identifies that the project would generate air quality emission impacts during construction, which would be mitigated through standard and routine construction requirements and project conditions enforced by the City and the Air District. This includes ensuring vehicles maintain proper emissions control devices, and that site watering occurs routinely to control dust.

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4  Biological Resources: The study identifies that there is a potential for burrowing owls within the project site. Mitigation Measure Bio-1 is recommended to require conduct of a pre-construction survey prior to start of any work. Should there be any burrowing owls found to be present, the measure provides the steps that must be taken to avoid impact. Bio-2 is also recommended to protect any other potentially nesting birds. Typically, this is a concern where there are tall trees or structures on or near the site. This is a common measure imposed on most projects in the City.
 Cultural Resources: The study does not anticipate any impacts to cultural resources. Regardless, a standard condition of approval is recommended in the event that cultural or archaeological resources are uncovered during grading and excavation.
 Geology/soils: The site is relatively stable and has no unique characteristics or issues. However, soil erosion is a concern given that the project expects to excavate 6,605 cubic yards and fill 6,285 cubic yards of soil. Mitigation Geo-1 is recommended to ensure a plan is prepared with specific methods and details used to prevent or minimize erosion during construction. In addition, the project soils report recommendations have been included as Mitigation Geo-2; to confirm these would be undertaken during construction. The soils report is required to be submitted with the building permit application, and plans must be prepared to address the recommendations of the soils engineer. This would ensure site grading, preparation and foundations are specifically designed for site soils conditions.
 Greenhouse Gas Emissions: The development project will generate new greenhouse gas emissions from resulting traffic, energy use, water and wastewater consumption, and solid waste disposal. This is a common development project related impact. Guidance from the Bay Area Air Quality Management District is used as a source for reducing GHG emissions. Table 6 on page 62 of the study identifies that the project will use natural gas for the restaurant component, and that electric vehicle infrastructure improvements are not shown. As a result, GHG-1 is recommended to exclude use of natural gas from the remainder of the project and to require installation of electric vehicle infrastructure consistent with state “CALGreen Tier 2” standards. This would be confirmed on plans submitted for building permit.

GHG-2 is also included to require that the project offset the GHG emissions anticipated from natural gas consumption at the restaurant. This requires a minimum 28.9 metric tons to be mitigated. The measure specifies how this may be achieved and the plan would also be required to be addressed prior to construction.
 Hydrology/Water Quality: The project is required to comply with Regional Water Quality Control Board standards for treatment of stormwater. Public works has reviewed and conditioned the project to ensure compliance is met with

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5 pretreatment and control of stormwater on-site. A stormwater control plan is included in the application materials. Measure Hydro 1 is also recommended to confirm that the stormwater treatment measures will be included in the project and addressed. Hydro-2 is also included to confirm that the project implements erosion control plans, which are also required as a standard project condition.

Finally, Hydro-3 is included to confirm the project will prepare and submit a storm water pollution prevention plan for ongoing operations at the site, which is also a standard condition and requirement enforced by the Public Works Department.  Noise: Hotel uses are subject to noise controls so that interior noise would not exceed 45 decibels. The site is in a high volume traffic and industrial setting where exterior noise levels are approximately 62 decibels. Standard building codes would assure interior noise levels would be reduced by at least 17 decibels to comply with the interior noise standards. However, Measure N-1 is included to ensure that the building plans include air conditioning or mechanical ventilation systems so that windows can be closed when desired to block exterior noise.
 Traffic/Transportation: VMT analysis is used to measure traffic impacts.

Currently, Gilroy has limited employment land uses which results in longer commutes. The Gilroy VMT rate is 18.79 miles traveled per employee (average).

For projects that require VMT reduction, the project must reduce its VMT to 15- percent below the VMT per employee; i.e. 15.97 VMT per job.

VMT is required to be assessed individually for each land use type. Land uses are only subject to VMT mitigation if they exceed specific screening thresholds.

In this case, warehouse development would be subject to a VMT review if the use generated more than 110 daily trips. The warehouse portion of the project has been limited in size so that it would not generate more than 110 daily trips.

The retail component of the project required a VMT review because it exceeds 50,000 square feet in size. The VMT analysis identified that new commercial development in this location would result in a decrease in vehicle miles traveled for shopping related trips, and that there would be a net decrease in VMT citywide as a result. Therefore, no further mitigation was required. See page 88 of the ISMND and the Hexagon analysis in the appendices for more detail.

No other potentially significant effects were found. The applicant has agreed to incorporate all mitigation measures into the project. Therefore, the MND can be adopted for the Gilroy Square project with the MMRP included as conditions of development.

Public Review and Comments: As required by CEQA, the Mitigated Negative Declaration was circulated and made available for public review for 30 days, from January 27 through February 27, 2023. Comments on the draft environmental document were received from Caltrans, Valley Transportation Authority, and Sean Reedy for Gilroy bicycle pedestrian committee (advocacy group).These letters are included with the attached document from EMC Planning dated March 7, 2023.

Although not required by CEQA, responses to these comments have been provided, summarized as follows:

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6 • A correction to the final MND is noted to clarify the height of the industrial buildings are both one-story.
• Each of the comments from Sean Read (representing the “Bicycle Advisory Committee” organization) were acknowledged. Many of the comments are general with respect to how the project may respond to improve bicycle and pedestrian modes and address VMT. None of comments disagree with the environmental assessment and no changes to the document are required. Staff concludes that the discussion in the MND and this staff report, and recommended project conditions sufficiently evaluate and address the comments, suggestions and recommendations made in the letter. • The Comments from Caltrans are similarly general and acknowledged. The comments did not identify any new issues or concerns, thus require no changes to the environmental analysis. Staff concludes the discussion in the MND and this staff report, and project conditions sufficiently address comments provided in this letter.
• The VTA letter recommends improvements of the existing bus stops along the project frontage, which does not raise new environmental issues. Staff has recommended conditions (Engineering) for accommodating bus stop needs in this area in accordance with VTA requirements.

No significant adverse impacts are expected to result from the proposed development, and the Planning Commission can make findings to adopt the MND. A draft resolution has been prepared for consideration, recommending to the City Council adoption of the MND.

Technical Advisory Committee (TAC): Project plans were routed to Engineering, Building, Police, and Fire representatives for internal review and comment. Conditions were requested and provided March 9, 2023. The applicant has reviewed and agrees with conditions. Recommendations of the TAC members have been incorporated into the project plans and/or are included as recommended conditions in attached resolution(s).

ANALYSIS:

General Plan Consistency: Staff has prepared a general plan consistency table for the project that is included as an exhibit to this report. As noted in this report, the PUD overlay adopted for the area anticipated potential retail, hotel and industrial uses. With adoption of the 2040 General Plan (November 2020), lands in Phase II were all designated General Industrial. Prior to this plan, the subject site maintained approximately 2.4 acres of land designated as commercial. The reasoning for this change in land use is not explained in the 2040 General Plan. Regardless, the general plan consistency table attached to this report confirms the project remains in substantial conformance with the General Plan 2040 goals and policies.

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7 In consultation with the City Attorney, staff determined the PUD remains substantially consistent with the land use map, policies and intent of the general plan. Specifically, more than 75-percent of the PUD has been built-out with a mix of commercial and industrial uses, and public improvements have been constructed serving all properties.

The project would result in 58.34 acres of land developed as commercial and 10 acres developed as industrial; whereas the General Plan 2040 designates 52 acres commercial and 16.34 acres industrial. The PUD zoning allows a 25-percent deviation from base land uses; which would permit up to 65 acres of commercial use. Land area calculations for the PUD are attached to this report.

Zoning Code Conformance: In accordance with Regency Center C3-HC-M2 PUD a development plan is proposed for this phase. Consistent with Gilroy City Code (GCC) Section 30.26.30, this PUD amendment would establish site development standards.

The Planned Unit Development zoning overlay allows flexibility from the requirements of the Zoning Ordinance, in exchange for creative project design and extra project amenities. The applicant has not requested any specific deviations from standard zoning regulations for phase II, other than use of the 25-percent land use deviation.

Development would otherwise conform to City standards for parking, landscaping, signage, setback, height and lot coverage.

Consistent with action taken on other PUD’s, staff has included a condition for public art to be installed on site. This is typically applied to satisfy the PUD amenity requirement, and other City policies. Further, site specific design details would be established through the Architectural and Site Review Permit process, in accordance with GCC

30.50.50. The C3/HC standard zoning height and setback requirements have been applied to the commercial parcels, and M2 standards applied to the industrial parcels. The project conforms to the conventional zoning regulations, as follows:

C3 STANDARD REQUIRED PROPOSED CONFORMS?
Height 55 feet / 4 stories 49.5 feet/4 stories (max) Yes Front Setback 41 feet 41.25 feet (min) Yes
Street Setback 31 feet n/a Yes
Side Setback 0 12 feet (min) Yes
Rear Setback 0 16.33 feet (min) Yes
Lot Coverage n/a n/a n/a
M2 STANDARD REQUIRED PROPOSED CONFORMS?
Height 75 feet / 6 stories 29.83 feet/1 story Yes
Front Setback 26 feet 70+ feet (min) Yes
Street Setback 31 feet 55.5 feet (min) Yes
Side Setback 0 10 feet (min) Yes
Rear Setback 0 59 feet (min) Yes
Lot Coverage 60% 33.2% (max) Yes

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8 Architectural and Site Review: Staff has reviewed the project for compliance with the applicable review criteria, pursuant to in GCC Section 30.50.43 (for AS review) and Section 30.50.50 (for planned development permit review). Based on this review staff has concluded the following:
a) Traffic Safety and Efficiency: The site layout provides adequate circulation for vehicles, parking, and traffic as follows:
• Circulation. The project has been reviewed for compliance with City standards including driveway and drive aisle dimensions, bicycle and vehicle parking, pedestrian access, emergency vehicle and truck circulation and access, and off-site traffic improvements. Conditions have been included as recommended by the City Engineer and consistent with those recommended in the project traffic report.

The project also requires payment of traffic impact fees, and lengthening of a left turn lane queue lane into the site from Camino Arroyo. These conditions are detailed in the draft resolution for approval. As proposed and conditioned the project will provide safe and efficient traffic circulation. • Parking. Each building provides on-site standard parking, which will include required electric vehicle parking, as follows:

Vehicle Parking:

Use Required Proposed
Restaurant
2600gsf
+/-1000sf (dining)
4 Employees
1/3 seats (or)
1/100sf dining area = 10
1/employee =4
26 4
Gas Station
C Store 2880 sf
Car Wash 1152sf
1/250 = 12
1/employee = 3
12 12
Hotel
112 Rooms
6 Employees (shift)
1/room = 112
1/employee = 6
111
Hotel
88 Rooms
6 Employees (shift)
1/room = 88
1/employee = 6
97 Industrial 18ksf 1/350 sf (speculative) = 52 31
Industrial 27.5ksf 1/350 (speculative) = 79 99
TOTAL 372 392
Note: Total proposed parking would not exceed 10-percent above the standard vehicle parking requirement. Parking in excess of 10-percent requires additional landscaping Bicycle Parking:

The project plans indicate areas for bicycle parking as follows:

Restaurant Use: None identified
Gas Station: 2 bike capacity rack
Hotel 1: 4 long term lockers
Hotel 2: 4 long term lockers
Industrial 1: 2 long term lockers

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9 Industrial2: Not identified
Bicycle parking is regulated under building codes. In accordance with applicable codes, the project must provide the following:
o Short-term bicycle parking. Permanently anchored bicycle racks within 200 feet of the visitor’s entrance, for 5 percent of new visitor parking spaces added, with a minimum of one two-bicycle capacity Urack. The project has indicated locations for bicycle parking on plans including some long term lockers.
o Long-term bicycle parking. Each use shall provide secure bicycle parking for 5 percent of the tenant-occupant parking spaces with a minimum of one bicycle parking facility.
o Long-term bicycle parking for hotel buildings. Each use shall provide one on-site bicycle parking space for every 25 rooms (for employees and guests). Parking facilities shall be conveniently reached from the street.

Based on the cited standards, the project (buildout of the hotel, gas station and restaurant) requires at least 20 short-term and 18 long-term bicycle parking spaces. Bicycle parking compliance has been included in conditions of approval for Planning, Building and Engineering. The site has adequate space to accommodate the spaces needed. Parking for the industrial uses will be required at time that site develops, based on tenant occupancy.

Drive-Up Retail Vehicle Spaces:

The car wash and fast food restaurant drive through lanes provide an aisle length that can accommodate at least 8 vehicles. GCC 30.31.25(a) requires 8 auto waiting spaces for exterior service windows. The vehicle queuing lanes satisfy this requirement.
b) Signs: Signage requires a separate sign permit and would be reviewed for compliance with the Gilroy Crossings sign program (attached to this report). c) Site Development (and Architectural Design): The project is compatible with Gilroy Crossings Phase I PUD and the Industrial Design policy.

The project provides architectural design details addressing all sides of each building. This includes details on proposed colors, materials, building articulation and fenestration. The application also includes a list of design criteria and review standards for the buildings for the PUD.

The conceptual industrial development conforms with the industrial design policy as follows:

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10 i) Design Intent and Scale. High quality industrial land uses in scale with the site and area are encouraged. The building is in scale and character with adjacent industrial buildings and proposes an efficient use of the site.
ii) Streetscape. The development proposes an attractive streetscape with the building facades articulated and entryways facing street frontages. Landscaping would be provided along all street frontages and project boundary that exceed minimum standards and match approved plans.
iii) Circulation. The site has adequate driveway access from the street frontages that comply with minimum aisle and parking standards, and which would provide access to trash and loading areas. The site plan would not create any safety conflicts with vehicles or pedestrians at intersections.
iv) Lighting and Utilities. Light fixtures would be directed downward, and shielded to avoid creating glare. The trash enclosure is also placed in a well-screened location and is well-designed. No outdoor uses are proposed or approved as a part of this project. d) Landscaping/Fencing: The landscaping concept includes stormwater treatment and water efficient landscaping requirements. The site complies with commercial landscaping standards with minimum 21 foot landscaping proposed along the street frontage; typical 5 foot minimum planters; street trees along the project frontage and perimeter, distributed throughout parking areas, and landscape islands at the ends of parking rows. As proposed, the industrial sites are reserved for future development. As such the sites would not be landscaped until development is pursued.
e) Drainage: The site is designed to drain to bioswales and stormwater systems in compliance with City standards.
f) Fire Protection: The building is designed to comply with fire access and service requirements including provision of fire sprinkler systems as required by code.
g) Environmental Impacts: The infill site has no special or unique environmental constraints. The project would be subject to payment of fees in compliance with the Santa Clara Valley Habitat Plan. Commercial and industrial uses are not proposed that would create any potential objectionable noise, odors, or traffic impacts.
h) PUD Development Permit: Staff has concluded the project satisfies findings for the PUD amendment, as follows:

1. Conforms to the Gilroy general plan in terms of general location and standards of development in that the project is recommended as consistent with the general plan and will conform to the standard C3/HC

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11 commercial and M2 Industrial zoning building setback and height requirements.

2. Provides development which will fill a specific need of the surrounding area, in that it builds out the site with commercial and industrial uses as anticipated by the general plan and PUD.

3. Does not require urban services beyond those which are currently available, in that the project has been reviewed by appropriate city staff and has been confirmed as within the intensity of development on which sewer and water analyses were based, and sufficient capacity exists for site buildout.

4. Provides a harmonious, integrated plan which justifies exceptions, if such are required, to the normal requirements of this chapter. The applicant is proposing development that conforms to the base zoning regulations and as proposed and conditioned does not require exceptions. Further, the site provides internal connectivity between compatible uses as well as adjacent sites.

5. Reflects an economical and efficient pattern of land uses in that the proposed intensity of development accommodates allowed uses, including desired visitor accommodation, in compliance with city standards.

6. Include greater provisions for landscaping and open space than would generally be required, in that the site utilizes predominately low water use plants as shown on plan sheet L1.00, incorporates bioretention areas in site landscaping, and provides more than 18% of the site in landscaping exceeding the 8% minimum standard required pursuant to section

30.38.60. 7. Utilizes creative, aesthetic design principles to create attractive buildings, open space and site design to blend with the character of surrounding areas; in that the design and architecture includes high quality materials, fully articulated facades, screening of exterior equipment and is compatible with the design in Gilroy Crossings Phase 1 shopping center.

8. Would not create traffic congestion, noise, odor, or other adverse effects on surrounding areas as the project has been conditioned to avoid any conflicts or issues and accommodate anticipated traffic flows.

9. Provides adequate access, parking, landscaping, trash areas and storage, as necessary, as proposed and conditioned as shown on plans.

Tentative Map. The tentative map proposes lots in excess of the minimum 8,000 square foot size required for commercial sites, with large parcels proposed to accommodate industrial development. Each lot has street frontage and access. The

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12 project would provide easements for shared use and maintenance of landscaping, parking and drive aisles, as well as cross-lot access to the property to the west. The map has been prepared in accordance with Chapter 21 of the City Code regulating subdivisions. Existing roadway and infrastructure improvements have been installed to serve the property and lots comply with zoning standards.

As proposed and conditioned, the tentative map is supported by City staff. A draft resolution for approval has been prepared to support the tentative map approval. Initial approval of a tentative map is valid for twenty-four (24) months and may be extended in accordance with the state Subdivision Map Act.

PUBLIC NOTICING:

Property owner information (i.e. list, labels, and map) within 500 feet of the subject site were generated by using current ownership data. On and before April 21, 2023, notices of this Planning Commission meeting were mailed to the property owners along within other interested parties. In addition, notice was published in the Gilroy Dispatch, the property has been posted with on-site signage notifying passers-by of pending development, and the Planning Commission public hearing packets are available through the City's webpage.

APPEAL PROCEDURE:

The Planning Commission's action is not final, but rather a recommendation. The City Council will take final action on whether to approve the project.

Attachments (Exhibits)
A. Vicinity Map
B. Project Plans (Architectural, Civil, Landscape, Photometric, Tentative Map, Materials Boards, Renderings)
C. CEQA Environmental Documents (Initial Study, revised MND and MMRP) D. General Plan Compliance Table
E. PUD Land Use Evaluation
F. Gilroy Crossings PUD Sign Program
G. Recommended Resolutions (CEQA, Z, AS, TM)

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L OOP ROODTUO
BLDG.FOOTPRINT=18000 S.F.

FUTURE WAREHOUSE-1
TRASH
TRASH
TRASH
1 STORY

L OOP ROODTUO
BLDG.FOOTPRINT=18000 S.F.

FUTURE WAREHOUSE-1
TRASH
TRASH
TRASH
1 STORY
TITLE PROJECT REVISIONS: GILROY SQUARE
6970 CAMINO ARROYO

GILROY, CA

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.F.S 00081=TNIRPTOOF.GDLB
FUTURE WAREHOUSE-1
TRASH
TRASH
TRASH
1 STORY
TITLE PROJECT REVISIONS: GILROY SQUARE
6970 CAMINO ARROYO

GILROY, CA

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.F.S 00081=TNIRPTOOF.GDLB
1-ESUOHERAW ERUTUF
TRASH
TRASH
TRASH
1 STORY
TITLE PROJECT REVISIONS: GILROY SQUARE
6970 CAMINO ARROYO

GILROY, CA

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HSART
HSART
TRASH TITLE PROJECT REVISIONS: GILROY SQUARE
6970 CAMINO ARROYO

GILROY, CA

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BLDG.FOOTPRINT=18000 S.F.
1-ESUOHERAW ERUTUF
TRASH
HSART
TRASH
YROTS 1
TITLE PROJECT REVISIONS: GILROY SQUARE
6970 CAMINO ARROYO

GILROY, CA

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L OOP ROODT UO
.F.S 00081=TNIRPTOOF.GDLB
FUTURE WAREHOUSE-1
HSART
TRASH
TRASH
1 STORY
TITLE PROJECT REVISIONS: GILROY SQUARE
6970 CAMINO ARROYO

GILROY, CA

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TITLE PROJECT REVISIONS: GILROY SQUARE
6970 CAMINO ARROYO

GILROY, CA

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L OOP ROODTUO
.F.S 00081=TNIRPTOOF.GDLB
FUTURE WAREHOUSE-1
TRASH
TRASH
TRASH
1 STORY
TITLE PROJECT REVISIONS: GILROY SQUARE
6970 CAMINO ARROYO

GILROY, CA

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.F.S 00081=TNIRPTOOF.GDLB
FUTURE WAREHOUSE-1
TRASH
TRASH
TRASH
1 STORY
TITLE PROJECT REVISIONS: GILROY SQUARE
6970 CAMINO ARROYO

GILROY, CA

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EXTERIOR MATERIAL BOARD (C-STORE) COLOR

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EXTERIOR MATERIAL BOARD (BURGER KING) COLOR

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EXTERIOR MATERIAL BOARD (RESIDENCE-INN) COLOR

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EXTERIOR MATERIAL BOARD (CAR WASH) COLOR

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General Plan Compliance Review Table
Gilroy Crossing Phase II PUD – Gilroy Square
Policy Consistency Analysis
LU 1.1 Pattern of Development. Ensure an orderly, contiguous pattern of development that prioritizes infill development, phases new development, encourages compactness and efficiency, preserves surrounding open space and agricultural resources, and avoids land use incompatibilities.

Consistent – The project site is located in
an area intended for future
commercial/industrial development. The
intensity of development is within the
maximum 2.0 FAR allowed for the site and
is appropriate and consistent with the C3-
HC-M2-PUD designation.

LU 1.4 Mix of Uses. Encourage a diverse mix of land uses to achieve a balance between jobs and housing, to ensure the community’s long-term, and to increase job opportunities in the city to assist in equalizing the job/housing balance. Through the Land Use Diagram, the City shall encourage a range of housing types, mixed-use districts, a diversity of businesses and industries, and adequate services and leisure activities to meet the social and economic needs of residents.

Consistent –The proposed project provides
a range of commercial and industrial
development and associated job
opportunities on-site as anticipated by the
General Plan and property PUD zoning.

LU 1.5 Uses East of 101. Prohibit all residential uses and designate the area for industrial and agricultural uses, employment centers, compatible commercial development, and quasi-public facilities.

Consistent – This project will result in
commercial and industrial development as
anticipated by the General Plan and the
existing PUD.

LU 1.8 Vacant and Underutilized Sites. Monitor vacant and underutilized residential and non-residential land to encourage infill development on those sites.

Consistent – This project will result in
comprehensive development of a site that
will build out the property consistent with
the PUD.

LU 4.1 Clustering Commercial Uses. Encourage new commercial uses to group into clustered areas or centers containing professional offices, retail sales and services. Clustered development shall locate at the intersections of major
thoroughfares, and exclude “strip” commercial development (shallow depth, linear form, parking in front of building).

Consistent – The project would provide
adequate access, sidewalks and
connectivity between sites in substantial
conformance with this policy.

LU 4.2 High Quality Design. Encourage distinctive and high quality commercial architecture that respects the character of Gilroy and discourages the use of “franchise architecture”.

Consistent – The project includes a
concurrent architectural and site review and
would be compatible with the existing Gilroy
Crossings development.

LU 4.4 Commercial Design Standards and Review Procedures.

Require commercial centers to incorporate high standards of site design, construction, buffering, and screening to ensure their compatibility and opportunity to enhance residential
neighborhoods.

Consistent – same comment as above.

LU 4.5 Landscaping in Commercial Areas. Require that
landscaping on commercial properties be well maintained. The City shall encourage those properties currently without landscaping to provide landscaping.

Consistent – Conditions are recommended
to require common maintenance of
landscaping, stormwater and parking
improvements.

LU 4.8 Tourist-Oriented Commercial. Encourage tourist-oriented retail uses to locate near U.S. 101 interchanges and Gilroy Gardens.

Consistent – The project includes brand
name quality hotels.

LU 5.1 Industrial Design Standards. Ensure that new industrial developments contribute to the overall attractiveness of the community through appropriate site design, architectural design, Consistent – The plan provides conceptual
site improvement and building plans for the
future industrial buildings. Subsequent

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and landscaping. review will be required to ensure plans submitted for construction match the
approved concepts.

LU 5.4 Connectivity within Industrial Areas. Encourage greater automobile, bicycle, pedestrian, and transit connections within industrial areas.

Consistent – The project includes sidewalks
and internal connectivity. Bicycle parking is
required per building codes and transit
service is accessible on the Camino Arroyo
frontage.

LU 8.1 Community Beautification. Ensure the beautification of Gilroy by acquiring easements or development rights for open space, planting street trees, and landscaping public rights-of-way.

Consistent – The project includes robust
landscaping and street trees on the
frontage.

LU 8.2 Community Gateway. Require new development at
“gateways” to the city (i.e., including Monterey Road, Pacheco Pass, Hecker Pass, and U.S. 101 interchanges) to incorporate high-quality, site and architectural design, distinctive landscaping, public art and/or other improvements that enhance the visual integrity of such areas.

Consistent – The project includes a high
quality of design at the intersection of
Highway 152 and Camino Arroyo.

LU 8.5 Public Art. Encourage the installation of public art in conjunction with residential and non-residential development.

Substantially Consistent – The project is
within an existing PUD and did not include a
proposed art installation. A condition of
approval is recommended to require an art
installation on the site.

LU 8.7 Signs and Billboards. Require the location of signs and billboards to respect the surrounding context in order to minimize any negative impact on the visual environment.

Consistent – Signage must comply with the
existing program for Gilroy Crossings which
requires individual letters on buildings.

LU 8.9. Combined Driveways. Encourage owners in retail corridors to reduce the number of driveways. When possible, property owners should cooperate and link parking lots to minimize traffic congestion on the arterial road.

Consistent – The project will obtain access
from existing planned intersections and
driveways, and will also provide a
connection to adjacent parcels to the east
at Silacci Way.

LU 8.12 Outdoor Lighting Energy Efficiency. Select outdoor lighting fixtures to provide maximum energy efficiency as well as effective lighting.

Consistent – All lighting is required to be
energy efficient. A photometric plan has
been provided that shows lighting sufficient
for safety and security of the site.

LU 8.13 Limit Light Pollution. Encourage measures to limit light pollution from outdoor sources, and direct outdoor lighting downward and away from sensitive receptors.

Consistent – All lighting is required to be
shielded downward and to avoid glare or
spillover onto adjacent sites.

M 1.1 Transportation Network. Develop a coordinated
transportation network consistent with the Mobility Diagrams M1- M5.

Consistent – Camino Arroyo is an existing
arterial that includes Class II bicycle paths,
Route 84 bus service and designated truck
route. The project would be required to
accommodate a bus pad on its frontage.

M 1.6. Street Safety and Accessibility. Design streets and transportation facilities that are safe and accessible to people of all abilities, including those with limited mobility.

Consistent – The project must provide
sidewalks that are ADA compliant.

M 1.7 Reduce Vehicle Miles Traveled. Reduce vehicle miles traveled (VMT) and greenhouse gas emissions by developing a transportation network that makes it convenient to use transit, ride Consistent – The project utilizes the existing
transportation network with sufficient
employment density that does not generate

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a bicycle, walk, or use other non-automobile modes of
transportation.
conflicts with VMT measures and does not
require VMT mitigation.

M 1.8 Street Landscaping. Require landscaping as a part of all new street design, including street trees, landscaped medians and buffers, and high-quality street furniture.

Consistent – Street tree planting is
included.

M 1.12 Transportation Demand Management. Encourage existing and proposed development to incorporate TDM measures such as car-sharing, transit passes, and unbundling of parking (requiring separate purchase or lease of a parking space) where such measures will result in a reduction in vehicle miles travelled, reduction of required amount of parking or an increase in the use of alternate transportation modes.

Consistent – The City has not adopted a
TDM program. The site is parked in
compliance with City standards for a
business/employment use, is served by
existing transportation infrastructure, is
required to provide bicycle parking in
accord with City reach codes, and does not
trigger VMT mitigations.

M 1.13 Ensure new development fully funds the construction of transportation facilities required to meet the City’s LOS policy and other required transportation mitigation, including roadways, trails, and transit stops.

Consistent – as proposed and conditioned
the project will pay its fair share of traffic
improvement costs through payment of
Traffic Impact Mitigation Fees and by
construction of a left turn lane improvement
into the project site from Camino Arroyo.

M 3.2 New Development. Require new development to include a system of sidewalks, trails, and bikeways that link all land uses, provide accessibility to parks and schools, and connect to all existing or planned external street and trail facilities in accordance with the Mobility Diagrams.

Consistent – See discussion above.

M 3.3 Sidewalk Network Gaps. Fill gaps in the city’s existing sidewalk network as funds become available. New development in the vicinity of such gaps shall contribute to such projects when there is a nexus to do so, as a community benefit, or as an offsetting measure for a transportation impact, such as one identified in a transportation analysis or environmental review process.

Consistent – the project is required to
provide minimum 6 foot wide sidewalks
along its frontage in compliance with City
standards.

M 3.9 Bicycle Parking. Require adequate short- and long-term bicycle parking for all land uses except for single-family residential uses.

Consistent – As proposed and conditioned
the site will include required bicycle parking
in compliance the new City reach codes.

M 4.2. Transit and Development. Require new development to fully accommodate, enhance, and facilitate public transit, including pedestrian and bicycle access to transit.

Consistent – The project would be required
to provide a bus pad for VTA bus service
provided by Route 84.

M 5.1 Standard Level of Service (LOS). Maintain traffic conditions at LOS C or better at Gilroy intersections and roadways, allowing some commercial and industrial areas (e.g., downtown Gilroy, First Street corridor) to operate at LOS D or better. Existing LOS D areas within City include the Gilroy Premium Outlets, Gilroy Crossings, and Regency Commercial areas. Exceptions to this standard will be allowed only where the City Council determines that the improvements needed to maintain the City’s standard level of service at specific locations are infeasible.

Consistent – Traffic analysis has been
completed that confirms compliance with
LOS standards would be met. The project is
required to pay traffic impact fees and will
provide additional turn lane improvements
as required by the project conditions.

M 5.8 Commercial Driveways. Require new commercial
development to minimize commercial driveways and locate them to prevent conflicts at intersections and with other driveways. Also encourage the reduction of duplicative existing commercial Consistent – The driveways are designed to
accommodate vehicle access and avoid
conflicts with street circulation.

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driveways.

M 5.17 Transportation Fee Ordinance. Require proposed new development to pay for on-site improvements to meet the needs of the development and its proportionate share of the costs for mitigating cumulative traffic impacts within the City of Gilroy. Use the Transportation Fee Ordinance to finance necessary off-site improvements equitably, including intersection and street improvements to maintain intersection levels of service, traffic safety improvements and improvements to reduce single occupant vehicle trips such as bicycle system enhancements, pedestrian improvements, and trip reduction measures.

Consistent – The project is required to pay
Traffic Impact Fees prior to development to
fund its share of costs for traffic
improvements required for buildout under
the General Plan.

M 6.2 Off-Peak Deliveries. Encourage business owners to schedule deliveries during off-peak traffic periods in residential, commercial, or mixed-use areas.

Consistent – Project conditions will require
scheduling of planned deliveries during off
peak traffic periods.

M 5.18 Traffic Studies. Require site-specific traffic studies for proposed new development that may result in a cumulative intersection level of service exceeding the acceptable level established in Policy M 5.1, create safety hazards, or other substantial impacts on the circulation system.

Consistent – A traffic study has been
prepared and used to evaluate project
impacts. Mitigation measures and
conditions of approval have been identified
to ensure compliance.

EP 2.1 Employment Recruitment. Encourage industrial, high-tech, and commercial office employers to locate in Gilroy and provide a diversity of well-paid job opportunities for local residents.

Consistent – The project promotes varied
employment including restaurant, hotel, and
industrial.

EP 3.2 Business-Friendly Values. Encourage that the entire City organization, including employees, volunteers, and elected and appointed officials, understand and embrace Gilroy’s businessfriendly values.

Consistent – The project has been
promoted as appropriate commercial and
industrial development consistent with the
existing PUD and the General Plan land
use map.

EP 3.10 Permit Processing. Ensure a timely, fair, and predictable permit process for all applicants.

Consistent – The project has been
processed in compliance with City
permitting requirements, permit streamlining
and CEQA review timelines.

EP 5.3 Retail Mix. Coordinate with retail centers to maintain a fresh mix of stores and an attractive shopping environment.

Consistent – The project will provide
buildout of an existing commercial/industrial
PUD with additional options for residents
and visitors to work, dine, stay and obtain
services.

EP 6.2 Lodging. Encourage hotels to locate in Gilroy, especially full-service business hotels with conference facilities or other amenities that will attract more business travel to Gilroy. Support expansion of bed and breakfast and other leisure hotel options as well.

Consistent – The project provides two new
hotels to serve visitors for tourism and
business.

EP 7.3 Public Art. Support private efforts to create art in public places (e.g., murals, statues) as a means to create a vibrant community that attracts residents and businesses.

Consistent – The project is within an
existing commercial/industrial PUD and did
not include a requirement for public art.

However, the project is recommended to
propose an art installation on-site, either at
the entry or on the Hotel parcels.

EP 8.1 Industrial and Commercial Lands. Protect and improve the quantity and quality of lands designated for industrial and Consistent – The project will build out the
PUD consistent with anticipated commercial

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commercial use. and industrial land uses.

EP 8.2 Jobs to Employed Resident Ratio. Seek to improve the city’s jobs to employed resident ratio through land use management, in part to support the City’s fiscal health.

Consistent – The project provides additional
employment in the community.

PFS 1.10 Facility and Service Funding. Ensure that new
development bears the cost for incremental public facilities and services costs it generates.

Consistent – Development Impact Fee
payments are required prior to construction.

PFS 1.11 Development Impact Fees. Require applicants for new development to pay Development Impact Fees for traffic
circulation, water, wastewater, storm water and public facilities to offset the costs of expanding these as detailed by the impact fee nexus study.

Consistent – See comment above.

PFS 3.6 Water Infrastructure. Ensure that water infrastructure is in place or required in conditions of approval prior to approving new development.

Consistent – The Department of Public
Works has reviewed the project and
confirmed the development is within
planned capacity.

PFS 4.2 Wastewater Treatment and Disposal Capacities. Provide for and maintain adequate wastewater treatment and disposal capacities to meet the needs of existing users and support the buildout of the Gilroy 2040 General Plan.

Consistent – See comment above.

PFS 5.3 Green Infrastructure. Require on-site stormwater management system (i.e. “green infrastructure”) design and Low Impact Development (LID) techniques per the City’s adopted stormwater requirements to preserve and create open space, improve runoff water quality, and decrease runoff volume.

Consistent – The project has been analyzed
and conditioned to ensure it would comply
with LID techniques at time of construction.

PFS 6.1 Mandatory Collection. Continue to require weekly solid waste collection throughout the city.

Consistent – Waste collection will be
provided by the City waste service provider
and collection areas have been designated
onsite.

PFS 7.3 Sidewalk Network. Construct new sidewalks to fill in gaps in the existing sidewalk network, as funding allows.

See M 3.3 above.

PFS 7.5 Street Trees. Strive to line the City’s streets with trees so that they become enjoyable and beautiful spaces, creating a rich “urban forest” for the enjoyment of future generations. Tree species should be selected that will provide a canopy of shade and have root systems that will not cause sidewalk buckling and other damage, to the extent practicable.

Consistent – The proposed project would
plant trees in the parking lot and street
trees.

PFS 9.3 Development Review. Include the Police Department in the review of development proposals to ensure that crime and safety issues are consistently addressed in the review of new development. Such review shall promote the implementation of Crime Prevention Through Environmental Design principles.

Consistent – The project has been
evaluated by the Police Department to
ensure compliance with this policy.

PFS 10.3 Development Review. Under the direction and authority of the Fire Chief, the Fire Marshall shall review development proposals to ensure that projects adequately address fire access and building standards.

Consistent – The project has been reviewed
and conditioned to comply with Fire
regulations including access and building
design.

PFS 10.5 New Development. Continue to require that new
development provides all necessary water service, fire hydrants, Consistent – See above.

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and roads consistent with Fire Department standards.

PFS 10.6 Sprinklers. Continue to require installation of sprinklers in all new buildings in accordance with the California Fire Code.

Consistent – See above.

NCR 3.3 Shade Tree Program. Increase community-wide use of shade trees to decrease energy use associated with building cooling.

Consistent – The project includes a variety
of trees including shade trees in the parking
lot areas.

NCR 3.15 Reduce Construction Emissions. Require the use of low emissions construction equipment for public and private projects, consistent with the Bay Area Air Quality Management District (Air District, or BAAQMD) 2017 Clean Air Plan. Where constructionrelated emissions would exceed the applicable Thresholds of Significance, the City will consider, on a case-by-case basis, implementing Additional Construction Mitigation Measures (Table 8-3 in BAAQMD’s CEQA Guidelines).

Consistent – This is enforced by project
conditions of approval and building code
requirements.

NCR 3.16 Implement Dust-Control Measures. Require the
implementation of the Air District’s dust control measures during construction of individual projects, consistent with the Air District 2017 Clean Air Plan.

Consistent – See above.

PH 1.1 Location of Future Development. Allow development only in those areas where potential danger to the health, safety, and welfare of residents can be adequately mitigated to an acceptable level of risk. This applies to development in areas subject to flood damage, fire damage, or geological hazard due to their location and/or design.

Consistent – The site consists of infill
development.

PH 1.3 Development Review. Require appropriate studies as part of the development review process to assess potential hazards and assure that potential impacts are adequately mitigated.

Consistent – The project has been
evaluated for compliance with CEQA, soils,
City stormwater requirements and traffic.

PH 2.5 Geologic Hazards Reports. Require geologic hazards reports for all new development applications to assess potential geologic hazards and to determine if these hazards can be adequately mitigated.

Consistent – See above.

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Links to Gilroy Square Project CEQA Documents:

Development Activity Projects Webpage: https://www.cityofgilroy.org/298/Development-ActivityProjects Notice of Intent: https://www.cityofgilroy.org/DocumentCenter/View/13429 Initial Study/MND: https://www.cityofgilroy.org/DocumentCenter/View/13437 Appendix A (Plans): https://www.cityofgilroy.org/DocumentCenter/View/13440 Appendix B through E (CALEEMod Memo and Results, EMFAC Results, CNDDB Results, Phase I Environmental Assessment: https://www.cityofgilroy.org/DocumentCenter/View/13441 Appendix F and G (Noise Assessment, Transportation Summary of Findings and Analysis):
https://www.cityofgilroy.org/DocumentCenter/View/13442
Response to Comments: https://www.cityofgilroy.org/DocumentCenter/View/14000 Mitigation Monitoring and Reporting Program:
https://www.cityofgilroy.org/DocumentCenter/View/14001
Revised Mitigated Negative Declaration: https://www.cityofgilroy.org/DocumentCenter/View/13999

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RESOLUTION NO. 2023-__

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GILROY TO

ADOPT A MITIGATED NEGATIVE DECLARATION AND MITIGATION

MONITORING AND REPORTING PROGRAM FOR GILROY SQUARE

PROJECT, INCLUDING ZONE CHANGE, PLANNED UNIT

DEVELOPMENT ZONING AMENDMENT, TENTATIVE MAP, AND

ARCHITECTURAL AND SITE REVIEW ENTITLEMENTS FOR
DEVELOPMENT OF 10.18 ACRES OF PROPERTY WITHIN GILROY
CROSSINGS PHASE II, C3-HC-M2 PUD OVERLAY ZONE DISTRICT, LOCATED AT 6970 CAMINO ARROYO, APN 841-70-049 (SCH
2023010472)
WHEREAS, on July 29, 2021, Bhagirath Desai, Temple Gilroy LLC submitted an application requesting planned development zone change, tentative map, and architectural and site review entitlements for the Gilroy Square development project consisting of a drive-through restaurant, vehicle fueling station with a convenience store and carwash, two 4 story hotels with 200 rooms, and two speculative industrial buildings, all of which would be on separate new parcels; and WHEREAS, on July 7, 2022, the application submittal was accepted as complete; and
WHEREAS, pursuant to the California Environmental Quality Act (CEQA) environmental review was required to identify, evaluate and disclose the potential environmental effects of the project before the City could consider the project merits. In accordance with CEQA Section 15070 of the California Code of Regulations, the City of Gilroy Planning Division prepared an Initial Study and determined that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent; and
WHEREAS, the draft mitigated negative declaration was published and circulated for a 30-day public review from January 27, 2023, through February 27, 2023; and
WHEREAS, minor comments on the draft mitigated negative declaration were received during the public review period, and responses to the comments were prepared that resulted in no changes being made to the analysis, conclusions, and determinations of the environmental document; and
WHEREAS, on May 4, 2023, the Planning Commission held a duly noticed public meeting, at which time the Planning Commission received and considered the staff report, as well as all evidence received, including written and oral public testimony on the Gilroy Square project, mitigated negative declaration and the project zoning applications, and voted 6-0-1 to recommend that the City Council adopt the mitigated negative declaration and approve the zoning entitlements for the project; and

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Resolution No. 2023-XX
Mitigated Negative Declaration and Development Approvals of Gilroy Square Project at 6970 Camino Arroyo
City Council Regular Meeting | June 5, 2023