Cities Index.
Agenda packet

Vallejo City Council
March 26, 2024

Document
Agenda packet
Meeting
March 26, 2024
Body
Vallejo City Council
Pages
22
Original file
133.1 MB
Text extracted from the city's file for reading and search. Open the original on vallejoca.api.civicclerk.com. That file is the official record.

Fund Description Check No. Vendor Name Object Description Amount Check Date 2018-08-15 Check Date - Calc 2018-08-29 Check Date - Calc 2018-08-29 WATER 823471 MISC UTILITY BILLING REFUNDS MISC ACCOUNTS RECEIVABLE 62.36 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823495 MISC UTILITY BILLING REFUNDS MISC ACCOUNTS RECEIVABLE 5.86 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823525 MISC UTILITY BILLING REFUNDS MISC ACCOUNTS RECEIVABLE 19.46 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823467 MISC UTILITY BILLING REFUNDS MISC ACCOUNTS RECEIVABLE 41.45 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823521 MISC UTILITY BILLING REFUNDS MISC ACCOUNTS RECEIVABLE 47.78 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823555 MISC UTILITY BILLING REFUNDS MISC ACCOUNTS RECEIVABLE 267.22 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823527 MISC UTILITY BILLING REFUNDS MISC ACCOUNTS RECEIVABLE 96.81 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823562 MISC UTILITY BILLING REFUNDS MISC ACCOUNTS RECEIVABLE 52.84 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823531 MISC UTILITY BILLING REFUNDS MISC ACCOUNTS RECEIVABLE 44.38 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823518 MISC UTILITY BILLING REFUNDS MISC ACCOUNTS RECEIVABLE 143.04 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823501 MISC UTILITY BILLING REFUNDS MISC ACCOUNTS RECEIVABLE 80.27 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823552 MISC UTILITY BILLING REFUNDS MISC ACCOUNTS RECEIVABLE 21.03 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823534 NEW PIG CORP. OTHER SUPPLIES 1,308.26 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823537 ODP BUSINESS SOLUTIONS LLC OFFICE SUPPLIES 99.05 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823537 ODP BUSINESS SOLUTIONS LLC OFFICE SUPPLIES 7.66 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823537 ODP BUSINESS SOLUTIONS LLC OFFICE SUPPLIES 3.21 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823537 ODP BUSINESS SOLUTIONS LLC OFFICE SUPPLIES 219.56 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823541 PACIFIC GAS & ELECTRIC-SACRAME GAS & ELECTRICITY 22.10 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823541 PACIFIC GAS & ELECTRIC-SACRAME GAS & ELECTRICITY 54.86 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823541 PACIFIC GAS & ELECTRIC-SACRAME GAS & ELECTRICITY 24.65 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823541 PACIFIC GAS & ELECTRIC-SACRAME GAS & ELECTRICITY 491.50 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823541 PACIFIC GAS & ELECTRIC-SACRAME GAS & ELECTRICITY 719.16 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823541 PACIFIC GAS & ELECTRIC-SACRAME GAS & ELECTRICITY 293.59 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823541 PACIFIC GAS & ELECTRIC-SACRAME GAS & ELECTRICITY 76.33 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823541 PACIFIC GAS & ELECTRIC-SACRAME GAS & ELECTRICITY 16.82 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823541 PACIFIC GAS & ELECTRIC-SACRAME GAS & ELECTRICITY 6,163.04 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823541 PACIFIC GAS & ELECTRIC-SACRAME GAS & ELECTRICITY 37.76 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823542 PACIFIC STORAGE OTHER SERVICES 69.29 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823542 PACIFIC STORAGE OTHER SERVICES 69.29 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823542 PACIFIC STORAGE OTHER SERVICES 67.50 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823546 RECOLOGY VALLEJO WASTE DISPOSAL 15,840.00 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823546 RECOLOGY VALLEJO WASTE DISPOSAL 13,920.00 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823546 RECOLOGY VALLEJO WASTE DISPOSAL 13,440.00 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823556 STAR SPORTS OTHER R/M SUPPLIES 186.24 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823556 STAR SPORTS OTHER SUPPLIES 170.93 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823556 STAR SPORTS OTHER SUPPLIES 318.96 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823557 STATE WATER RESOURCES CONTROREGULATORY FEES(LIC & PER 119,068.71 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823563 ULINE MISC SUPPLIES 407.16 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823563 ULINE MISC SUPPLIES 53.90 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823563 ULINE MISC SUPPLIES 413.22 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823563 ULINE MISC SUPPLIES 1,616.90 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823563 ULINE MISC SUPPLIES 215.59 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823563 ULINE OFFICE SUPPLIES 66.14 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823563 ULINE OFFICE SUPPLIES 345.93 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823565 UPS GROUND FREIGHT, INC. OTHER SERVICES 398.79 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823567 USABLUEBOOK MISC SUPPLIES 147.04 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823567 USABLUEBOOK MISC SUPPLIES 81.82 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823567 USABLUEBOOK MISC SUPPLIES 155.48 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823567 USABLUEBOOK MISC SUPPLIES 6,932.03 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823567 USABLUEBOOK MISC SUPPLIES 2,110.49 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823573 WORK WORLD, WHISTLE WORKWEAOTHER SUPPLIES 184.23 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823575 XEROX CORPORATION MACHINERY & EQUIP RENTAL 290.41 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823575 XEROX CORPORATION MACHINERY & EQUIP RENTAL 271.05 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER 823576 ZANJERO, INC. OTHER PROFESSIONAL SERV 23,884.96 1/31/2024 1/31/2024 1/31/2024 1/31/2024 TRAVIS WATER OPERATING 823449 ALPHA ANALYTICAL LABORATORIES, LABORATORY SERVICES 988.90 1/31/2024 1/31/2024 1/31/2024 1/31/2024 TRAVIS WATER OPERATING 823449 ALPHA ANALYTICAL LABORATORIES, LABORATORY SERVICES 988.90 1/31/2024 1/31/2024 1/31/2024 1/31/2024 TRAVIS WATER OPERATING 823540 OSTI INC. OTHER SERVICES 3,190.19 1/31/2024 1/31/2024 1/31/2024 1/31/2024 GREEN VALLEY/CURRY LAKES 823449 ALPHA ANALYTICAL LABORATORIES, LABORATORY SERVICES 823.90 1/31/2024 1/31/2024 1/31/2024 1/31/2024 GREEN VALLEY/CURRY LAKES 823449 ALPHA ANALYTICAL LABORATORIES, LABORATORY SERVICES 823.90 1/31/2024 1/31/2024 1/31/2024 1/31/2024 GREEN VALLEY/CURRY LAKES 823461 BIG CREEK LUMBER GENERAL R/M SUPPLIES 10.55 1/31/2024 1/31/2024 1/31/2024 1/31/2024 GREEN VALLEY/CURRY LAKES 823476 CLARK PEST CONTROL OTHER SERVICES 101.00 1/31/2024 1/31/2024 1/31/2024 1/31/2024 GREEN VALLEY/CURRY LAKES 823541 PACIFIC GAS & ELECTRIC-SACRAME GAS & ELECTRICITY 106.18 1/31/2024 1/31/2024 1/31/2024 1/31/2024 GREEN VALLEY/CURRY LAKES 823541 PACIFIC GAS & ELECTRIC-SACRAME GAS & ELECTRICITY 982.06 1/31/2024 1/31/2024 1/31/2024 1/31/2024 GREEN VALLEY/CURRY LAKES 823548 REPUBLIC SERVICES, INC WASTE DISPOSAL 67.20 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER FAC TAX/CONNECT FEE 823453 AVILA PROJECT MANAGEMENT LAKE CURRY DAM IMP PROJ 3,280.00 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER FAC TAX/CONNECT FEE 823453 AVILA PROJECT MANAGEMENT PORTABLE EMERGCY GENERATR 510.00 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER FAC TAX/CONNECT FEE 823463 BOLT STAFFING SERVICE INC B ADVANCED METERING INFRA 7,449.60 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER FAC TAX/CONNECT FEE 823488 EVANS CONSOLES INCORPORATED DIST SYSTEM SCADA RENOVAT 83,143.98 1/31/2024 1/31/2024 1/31/2024 1/31/2024 Sub total of:WATER 342,657.46
Sub total of:TRAVIS WATER OPERATING 5,167.99
Sub total of:GREEN VALLEY/CURRY LAKES 2,914.79
City of Vallejo
Check Register
Check Cut Date: 01/31/2024

Page 6 of 6 ends

Fund Description Check No. Vendor Name Object Description Amount Check Date 2018-08-15 Check Date - Calc 2018-08-29 Check Date - Calc 2018-08-29 WATER FAC TAX/CONNECT FEE 823494 GEI CONSULTANTS INC SITE IMPROVEMENTS 470.75 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER FAC TAX/CONNECT FEE 823494 GEI CONSULTANTS INC LAKE CURRY DAM IMP PROJ 1,617.50 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER FAC TAX/CONNECT FEE 823494 GEI CONSULTANTS INC B FH CLEARWELL REPAIRS 572.25 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER FAC TAX/CONNECT FEE 823494 GEI CONSULTANTS INC SUMMIT RESERVOIR REHAB 572.25 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER FAC TAX/CONNECT FEE 823494 GEI CONSULTANTS INC CACHE MAIN & PUMP REHAB 7,487.25 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WATER FAC TAX/CONNECT FEE 823497 HDR ENGINEERING, INC. FILTER MEDIA REPLACEMT FD 6,813.95 1/31/2024 1/31/2024 1/31/2024 1/31/2024 LAKES CAPITAL FUND 823494 GEI CONSULTANTS INC LAKE FREY DAM IMPROVEMENT 540.75 1/31/2024 1/31/2024 1/31/2024 1/31/2024 LAKES CAPITAL FUND 823494 GEI CONSULTANTS INC LAKE MADIGAN DAM IMPROVEM 556.50 1/31/2024 1/31/2024 1/31/2024 1/31/2024 VJO STATION PRKG STRCTURE 823454 AX9 SECURITY, INC. SECURITY SERVICES 6,149.15 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 15.71 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 13.85 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 13.65 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 66.33 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES (65.55) 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 71.72 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 37.76 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 50.98 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 9.65 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES (9.65) 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 28.20 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 26.70 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 5.99 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 24.99 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 10.03 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 57.42 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 57.94 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 45.89 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 43.09 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 38.05 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 207.32 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 81.49 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 18.24 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823459 BERT WILLIAMS & SONS INC. VEHICLE SUPPLIES 377.77 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823461 BIG CREEK LUMBER VEHICLE SUPPLIES 37.24 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823502 HUNT & SONS, INC. FUEL & LUBE SUPPLIES 14,665.90 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823536 O'REILLY AUTO PARTS VEHICLE SUPPLIES 51.92 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823551 RON DUPRATT FORD VEHICLE SUPPLIES 459.83 1/31/2024 1/31/2024 1/31/2024 1/31/2024 CORPORATION SHOP 823551 RON DUPRATT FORD VEHICLE SUPPLIES 582.74 1/31/2024 1/31/2024 1/31/2024 1/31/2024 GENERAL LIABILITY 823463 BOLT STAFFING SERVICE INC OTHER PROFESSIONAL SERV 230.32 1/31/2024 1/31/2024 1/31/2024 1/31/2024 GENERAL LIABILITY 823553 SEDGWICK CLAIMS MANAGEMENT S CLAIM ADMINISTRATOR FEES 18,375.00 1/31/2024 1/31/2024 1/31/2024 1/31/2024 WORKERS COMP 823463 BOLT STAFFING SERVICE INC OTHER PROFESSIONAL SERV 230.33 1/31/2024 1/31/2024 1/31/2024 1/31/2024 PAYROLL BENEFITS 823458 BENEFIT COORDINATORS CORP (BC VOLUNTARY INSURANCE 4,692.41 1/31/2024 1/31/2024 1/31/2024 1/31/2024 PAYROLL BENEFITS 823457 BENEFIT COORDINATORS CORP (BC DENTAL INSURANCE BENEFIT 12,799.84 1/31/2024 1/31/2024 1/31/2024 1/31/2024 PAYROLL BENEFITS 823503 IAFF, LOCAL 1186 LONG TERM DISABILITY 2,242.00 1/31/2024 1/31/2024 1/31/2024 1/31/2024 PAYROLL BENEFITS 823570 VISION SERVICE PLAN VISION INSURANCE 155.82 1/31/2024 1/31/2024 1/31/2024 1/31/2024 PAYROLL BENEFITS 823570 VISION SERVICE PLAN VISION INSURANCE 2,302.95 1/31/2024 1/31/2024 1/31/2024 1/31/2024 PAYROLL BENEFITS 823570 VISION SERVICE PLAN VISION INSURANCE 6,459.92 1/31/2024 1/31/2024 1/31/2024 1/31/2024 Sub total of:WATER FAC TAX/CONNECT FEE 111,917.53
Sub total of:LAKES CAPITAL FUND 1,097.25
Sub total of:VJO STATION PRKG STRCTURE 6,149.15
Sub total of:CORPORATION SHOP 17,025.20
Sub total of:GENERAL LIABILITY 18,605.32
Sub total of:WORKERS COMP 230.33
Sub total of:PAYROLL BENEFITS 28,652.94
Grand Total: $1,060,401.88
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 104504 ACCELERATED TECHNOLOGY LABORATORIES 01/03/2024 $195.00 2024 101557 ACME RIGGING & SUPPLY CO 01/03/2024 $1,373.98 2024 103503 ALPHA ANALYTICAL LABORATORIES,INC 01/03/2024 $11,330.00 2024 2293 ALTEC INDUSTRIES INC. 01/03/2024 $16.44 2024
103767 AMAZON CAPITAL SERVICES, INC. 01/03/2024 $2,130.43 2024 9999004 ASBURY, ANITA 01/03/2024 $35.56 2024
101538 AT&T 01/03/2024 $24,273.37 2024
100414 AT&T MOBILITY 01/03/2024 $3,980.31 2024
9999004 AU, BRYAN 01/03/2024 $123.32 2024
100772 AVILA PROJECT MANAGEMENT 01/03/2024 $9,430.00 2024 104393 AX9 SECURITY, INC. 01/03/2024 $14,051.78 2024
104565 AZUL WORKS, INC. 01/03/2024 $287,574.50 2024
9999004 BARRIENTOS, CLAUDIO 01/03/2024 $68.48 2024
1064 BAY ALARM CO. 01/03/2024 $170.25 2024
249 BAYSHORE MATERIALS, INC. 01/03/2024 $459.38 2024
104326 BEAUCHAINE CONSULTING GROUP, LLC 01/03/2024 $720.00 2024 2310 BELL PRODUCTS, INC. 01/03/2024 $741.55 2024
103995 BENEFIT COORDINATORS CORP (BCC) 01/03/2024 $11,762.61 2024 9999004 BENSON, DANIEL 01/03/2024 $131.18 2024
256 BERT WILLIAMS & SONS INC. 01/03/2024 $140.99 2024
9999004 BIASCAN, JASMINE RENEE 01/03/2024 $46.66 2024
104424 BIG CREEK LUMBER 01/03/2024 $77.14 2024
9999004 BISSON, JEANNE 01/03/2024 $586.50 2024
100306 BLX GROUP LLC 01/03/2024 $1,800.00 2024
1932 BOETHING TREELAND FARMS, INC. 01/03/2024 $7,537.13 2024 104038 BOLDPLANNING, INC. 01/03/2024 $6,750.00 2024
1084 BOLT STAFFING SERVICE INC 01/03/2024 $1,069.12 2024 9999004 BROOKS, ROYCE 01/03/2024 $56.26 2024
101170 BUREAU VERITAS NORTH AMERICA INC 01/03/2024 $19,000.00 2024 104231 CALIFORNIA MARINE DIESEL, INC. 01/03/2024 $5,720.86 2024 71 CALTEST ANALYTICAL LABORATAORY 01/03/2024 $346.00 2024 884 CAMP ASSOCIATION OF VALLEJO 01/03/2024 $590.00 2024 9999004 CAMPANILE, VINNY 01/03/2024 $70.06 2024
717 CAPITAL RUBBER & GASKET INC. 01/03/2024 $298.12 2024 285 CAROLLO ENGINEERS, INC 01/03/2024 $67,875.75 2024
9999004 CAROTHERS, FRANCIS 01/03/2024 $27.09 2024
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 9999004 CASTRO, MARIANA 01/03/2024 $21.51 2024
362 CHEMTRADE CHEMICALS US LLC 01/03/2024 $6,889.24 2024 101351 CINTAS 01/03/2024 $441.50 2024
1228 CITY OF FAIRFIELD 01/03/2024 $2,832.83 2024
1193 CLARK PEST CONTROL 01/03/2024 $135.00 2024
9999004 CLARK, JULIA KATHERINE 01/03/2024 $58.82 2024
9999004 CLEBERG, JOSEPH M. 01/03/2024 $48.32 2024
101672 CONCORD UNIFORMS LLC 01/03/2024 $65.80 2024
9999004 COUSIN, ESTHER A. 01/03/2024 $117.38 2024
102942 DAVE'S/BOB'S TOW SERVICE, INC 01/03/2024 $240.00 2024 3145 DEPARTMENT OF TRANSPORTATION 01/03/2024 $111,007.26 2024 101246 DEPT OF FORESTRY & FIRE PROTECTN 01/03/2024 $2,384.34 2024 9999004 DHILLON, MANIZA 01/03/2024 $43.17 2024
100458 DIRECT LINE TELE RESPONSE 01/03/2024 $232.66 2024 9999004 DOAN, THI 01/03/2024 $89.26 2024
9999004 DONNELLY PROPERTIES 01/03/2024 $363.05 2024
9999004 DURAN, ANA MARIA 01/03/2024 $19.16 2024
3360 E Z TREE INC 01/03/2024 $7,806.00 2024
102131 EAGLE EYE ENGRAVING 01/03/2024 $94.94 2024
103519 ECONOMIC & PLANNING SYSTEMS,INC. 01/03/2024 $2,062.50 2024 103969 F.J. KENNEDY AND ASSOCIATES, INC. 01/03/2024 $815.50 2024 101511 FASTENAL COMPANY 01/03/2024 $671.40 2024
102333 FASTSIGNS-AMERICAN CANYON 01/03/2024 $793.49 2024 104383 FIRM FOUNDATION COMMUNITY HOUSING 01/03/2024 $4,420.00 2024 348 FISHER SCIENTIFIC 01/03/2024 $218.53 2024
104505 FORENSIC ANALYTICAL CONSULTING,INC. 01/03/2024 $1,109.68 2024 9999004 FORRESTALL, JULI 01/03/2024 $13.27 2024
103733 FOTH & VAN DYKE AND ASSOCIATES INC. 01/03/2024 $27,293.50 2024 1658 GALLERY & BARTON A 01/03/2024 $896.00 2024
9999004 GEHLEN, REBECCA 01/03/2024 $45.96 2024
104352 GEI CONSULTANTS INC 01/03/2024 $53,827.33 2024
103331 GHIRADELLI ASSOCIATED, INC. 01/03/2024 $5,539.21 2024 9999004 GRANT, STEVEN B. 01/03/2024 $8.66 2024
100635 GRAY-BOWEN & COMPANY INC 01/03/2024 $567.00 2024 9999004 GUICE, FATEMIA 01/03/2024 $31.63 2024
9999004 GUTIERREZ-ARREOLA, OSWALDO 01/03/2024 $98.49 2024 Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 9209111 HENRY MORRIS 01/03/2024 $104.15 2024
9999004 HOLAN, LINDA 01/03/2024 $112.52 2024
752 HOME DEPOT CREDIT SERVICES 01/03/2024 $715.93 2024
1462 HOUSE OF ACTS 01/03/2024 $6,400.00 2024
900 HUMANE SOCIETY OF THE NORTH BAY 01/03/2024 $77,000.00 2024 101974 HUNT & SONS, INC. 01/03/2024 $3,392.82 2024
77 IAFF, LOCAL 1186 01/03/2024 $7,600.00 2024
103073 IBEW LOCAL 1245 01/03/2024 $7,712.17 2024
9999004 INDEPENDENT CONSTRUCTION CO. 01/03/2024 $2,628.89 2024 104006 INDIGO/HAMMOND & PLAYLE ARCHITECTS 01/03/2024 $203,999.09 2024 1054 INLAND BUSINESS MACHINES, INC 01/03/2024 $791.84 2024 104153 INTEGRITY SURVEILLANCE GROUP 01/03/2024 $2,994.00 2024 1292 ISLAND ENERGY 01/03/2024 $6,166.06 2024
9999004 JIMENEZ MUNOZ, MARIA 01/03/2024 $62.21 2024
9999011 JOEL CAITHAM 01/03/2024 $2,374.20 2024
1554 JOHNNY ON THE SPOT 01/03/2024 $435.45 2024
9999004 KAUR, JASVEER 01/03/2024 $106.78 2024
103960 KELLY-MOORE PAINT COMPANY, INC. 01/03/2024 $21.82 2024 9999004 KESLER, JAMES 01/03/2024 $326.68 2024
9999011 KEVIN BARRETO 01/03/2024 $2,266.27 2024
9999004 LARA MENDOZA, SARAHI 01/03/2024 $94.46 2024
101845 LAW OFFICES OF BURKE, WILLIAMS & 01/03/2024 $4,751.00 2024 128 LAW OFFICES OF LIEBERT, CASSIDY 01/03/2024 $3,409.95 2024 9999004 LEHN JR, STEVEN A. 01/03/2024 $75.07 2024
2482 LEXISNEXIS 01/03/2024 $1,307.53 2024
1095 LEXISNEXIS MATTHEW BENDER 01/03/2024 $928.95 2024
9999004 LI, YINGHONG 01/03/2024 $79.36 2024
103732 LIND MARINE INCORPORATED 01/03/2024 $27,850.00 2024 101993 LINDE GAS & EQUIPMENT INC. 01/03/2024 $339.69 2024 100987 LINDE INC 01/03/2024 $7,092.15 2024
9999004 LOPEZ, ABELLINE D 01/03/2024 $69.48 2024
1555 LSA ASSOCIATES, INC. 01/03/2024 $2,601.25 2024
9999004 MACKEY, GERALD 01/03/2024 $27.16 2024
9999004 MAISEY, LORI & JAY 01/03/2024 $77.87 2024
9999004 MANRIQUE, JOHN 01/03/2024 $92.89 2024
3172 MARK E COFFMAN INVESTIGATIONS 01/03/2024 $1,669.62 2024 Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 9999004 MCDONALD, DAVID L 01/03/2024 $89.65 2024
104479 MCGUIRE AND HESTER 01/03/2024 $19,551.00 2024
766 MCMASTER-CARR SUPPLY COMPANY 01/03/2024 $1,280.28 2024 9999004 MENDEZ, ROBIN 01/03/2024 $25.05 2024
9999004 MILES, JANITRESS 01/03/2024 $227.60 2024
103861 MILLENNIUM CONSULTING ASSOCIATES 01/03/2024 $17,265.00 2024 1428 MINUTEMAN PRESS 01/03/2024 $180.21 2024
1065 MORGAN ALARM COMPANY, INC. 01/03/2024 $111.00 2024 104519 MOSAIC PUBLIC PARTNERS, LLC 01/03/2024 $23,400.00 2024 104530 MSW CONSULTANTS 01/03/2024 $7,000.00 2024
9999004 MYND MANAGEMENT INC 01/03/2024 $83.85 2024
101471 NAPA FORD LINCOLN MERCURY 01/03/2024 $1,910.00 2024 1008 NAPA-SOLANO S.A.N.E./S.A.R.T. 01/03/2024 $2,300.00 2024 1182 NBS GOVERNMENT FINANCE GROUP 01/03/2024 $500.00 2024 102591 NET TRANSCRIPTS INC. 01/03/2024 $143.00 2024
101852 NEW IMAGE LANDSCAPE INC 01/03/2024 $117,605.54 2024 1175 NORTH BAY LANDSCAPE MANAGEMENT, INC 01/03/2024 $125,963.00 2024 104372 ODP BUSINESS SOLUTIONS LLC 01/03/2024 $319.71 2024 100808 OFFICE OF THE DISTRICT ATTORNEY 01/03/2024 $687.72 2024 104288 OPPENHEIMER INVESTIGATIONS GRP LLP 01/03/2024 $9,737.00 2024 485 PACE SUPPLY CORPORATION 01/03/2024 $1,292.34 2024
961 PACIFIC GAS & ELECTRIC-SACRAME 01/03/2024 $119,876.78 2024 1402 PACIFIC STORAGE 01/03/2024 $31.38 2024
102797 PARODI INVESTIGATIVE SOLUTIONS 01/03/2024 $13,327.50 2024 9999004 PATINO, VANESSA 01/03/2024 $30.55 2024
9999004 PETTYGROVE, MARGARET 01/03/2024 $14.40 2024
503 PITNEY BOWES PURCHASE POWER 01/03/2024 $99.55 2024
102573 PLATT ELECTRIC SUPPLY 01/03/2024 $7,771.60 2024
9999004 PORTILLO, ELIZABETH 01/03/2024 $100.00 2024
9999004 QUAN-PE, BERNICE 01/03/2024 $117.43 2024
9999002 RACHEL BEAN 01/03/2024 $65.61 2024
9999004 RAMIREZ, JENNIFER B 01/03/2024 $37.97 2024
9999004 RANDELL, GENAIL Y 01/03/2024 $30.70 2024
100624 READYREFRESH 01/03/2024 $72.04 2024
100343 REXEL NORCAL VALLEY - FAIRFIELD 01/03/2024 $382.08 2024 9999002 ROBERT LJUBA 01/03/2024 $58.86 2024
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 9999004 ROBINSON, CYNTHIA 01/03/2024 $24.51 2024
2375 ROSEMOUNT INC. 01/03/2024 $2,614.75 2024
9999004 SALAS, SANDRA CRISTINA 01/03/2024 $16.90 2024
103957 SAMPLE TRAPS LLC 01/03/2024 $788.13 2024
103534 SHUMS CODA ASSOCIATES, INC. 01/03/2024 $4,320.00 2024 1356 SOLANO COUNTY AUDITOR-CONTROLLER 01/03/2024 $4,335.50 2024 1204 SOLANO COUNTY SHERIFF'S OFFICE 01/03/2024 $61,566.00 2024 103092 STANTEC CONSULTING SERVICES INC 01/03/2024 $7,683.02 2024 101010 STAPLES BUSINESS ADVANTAGE 01/03/2024 $925.22 2024 2912 STERICYCLE, INC. 01/03/2024 $495.28 2024
104361 SUMMIT CRANE COMPANY OF SOLANO, INC 01/03/2024 $3,762.00 2024 104165 SWAGELOK NORTHERN CALIFORNIA 01/03/2024 $15,414.06 2024 9999004 TAYLOR, RONALD 01/03/2024 $86.01 2024
2355 TELSTAR 01/03/2024 $2,663.20 2024
9999011 TERRY SCHILLINGER 01/03/2024 $2,266.28 2024
9999004 THAI, BENNY 01/03/2024 $159.58 2024
103714 THE ECOHERO SHOW LLC 01/03/2024 $1,250.00 2024
104088 THE GUMSHOE GROUP 01/03/2024 $11,160.00 2024
9999004 TORP, CYNTHIA C 01/03/2024 $68.40 2024
9999004 TRAN, TU VAN 01/03/2024 $140.02 2024
102771 TRB AND ASSOCIATES, INC 01/03/2024 $25,280.00 2024 9999004 TRINH, MELISSA 01/03/2024 $119.25 2024
3545 UBEO BUSINESS SERVICES 01/03/2024 $506.08 2024
9999004 ULANGCA, CATHERINE 01/03/2024 $106.10 2024
3893 ULINE 01/03/2024 $389.20 2024
1645 UNIVAR SOLUTIONS USA INC. 01/03/2024 $12,241.16 2024 1338 UNIVERSAL BUILDING SERVICES 01/03/2024 $177.88 2024 120 VALLEJO POLICE OFFICERS ASSOC. 01/03/2024 $5,549.80 2024 1472 VALLEJO TIMES HERALD 01/03/2024 $5,988.54 2024
103573 VEOLIA WATER TECHNOLOGIES TREATMENT 01/03/2024 $29,942.15 2024 104554 VERITONE, INC 01/03/2024 $55,638.45 2024
9999004 VILOTTI, JOHN 01/03/2024 $47.83 2024
633 VISION SERVICE PLAN 01/03/2024 $9,606.62 2024
102814 W W GRAINGER INC. 01/03/2024 $237.47 2024
9999004 WALLIS, KATHLEEN 01/03/2024 $73.55 2024
9999004 WAT, BALDRIC K. 01/03/2024 $15.14 2024
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 9999004 WEBER, ROBERT 01/03/2024 $21.86 2024
3530 WEST YOST & ASSOCIATES 01/03/2024 $13,969.25 2024
2957 WESTERN MACHINERY ELECTRIC 01/03/2024 $16,219.96 2024 104462 WHITE BRENNER LLP 01/03/2024 $4,194.60 2024
9999004 WILLIAMS, BEVERLY 01/03/2024 $29.21 2024
9999004 WILLIAMSON, JAMES D 01/03/2024 $37.81 2024
103452 WIZIX TECHNOLOGY GROUP, INC. 01/03/2024 $105.76 2024 102829 XEROX CORPORATION 01/03/2024 $2,452.86 2024
104336 ZANJERO, INC. 01/03/2024 $66,190.00 2024
100113 4LEAF INC 01/03/2024 $12,480.00 2024
173 7 FLAGS CAR WASH & EXPRESS LUBE 01/03/2024 $30.00 2024 Overall - Total $1,940,617.31
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 103891 ACCUSOURCE, INC. 01/10/2024 $2,212.65 2024
102101 ADVANCE CRIME SCENE RESTORATION 01/10/2024 $245.00 2024 1740 AIR EXCHANGE, INC. 01/10/2024 $3,680.45 2024
102719 AIRGAS USA, LLC 01/10/2024 $103.97 2024
206 ALCO IRON & METAL CO. INC. 01/10/2024 $483.89 2024
103503 ALPHA ANALYTICAL LABORATORIES,INC 01/10/2024 $9,058.75 2024 2293 ALTEC INDUSTRIES INC. 01/10/2024 $22.63 2024
103767 AMAZON CAPITAL SERVICES, INC. 01/10/2024 $2,433.14 2024 1537 AMERIGAS 01/10/2024 $1,050.77 2024
103063 ARROWHEAD TOWING INC 01/10/2024 $125.00 2024
101538 AT&T 01/10/2024 $651.63 2024
104393 AX9 SECURITY, INC. 01/10/2024 $20,851.02 2024
104565 AZUL WORKS, INC. 01/10/2024 $634,632.05 2024
1064 BAY ALARM CO. 01/10/2024 $345.00 2024
249 BAYSHORE MATERIALS, INC. 01/10/2024 $2,069.02 2024
103995 BENEFIT COORDINATORS CORP (BCC) 01/10/2024 $32,762.77 2024 256 BERT WILLIAMS & SONS INC. 01/10/2024 $1,967.77 2024 104424 BIG CREEK LUMBER 01/10/2024 $574.14 2024
1084 BOLT STAFFING SERVICE INC 01/10/2024 $2,138.24 2024 103262 BOOT BARN INC 01/10/2024 $378.36 2024
3938 BOUND TREE MEDICAL, LLC 01/10/2024 $3,997.76 2024
9999023 CABLECOM LLC 01/10/2024 $11,604.74 2024
104312 CALIFORNIA CONSULTING, INC. 01/10/2024 $5,000.00 2024 100212 CDWG INC. 01/10/2024 $1,121.48 2024
104175 CLAREMONT EAP 01/10/2024 $2,494.70 2024
1193 CLARK PEST CONTROL 01/10/2024 $690.00 2024
2262 COMPLETE WELDER 01/10/2024 $649.21 2024
1374 CONTRA COSTA COUNTY 01/10/2024 $944.00 2024
101920 CSG CONSULTANTS, INC 01/10/2024 $8,750.00 2024
101246 DEPT OF FORESTRY & FIRE PROTECTN 01/10/2024 $227.08 2024 104289 DXP ENTERPRISES, INC. 01/10/2024 $608.83 2024
104429 ENPRO ELEVATOR, INC. 01/10/2024 $37,113.00 2024
102175 ENVIRONMENTAL RISK SERVICES CORP 01/10/2024 $1,520.00 2024 102333 FASTSIGNS-AMERICAN CANYON 01/10/2024 $3,996.37 2024 104383 FIRM FOUNDATION COMMUNITY HOUSING 01/10/2024 $314,181.20 2024 101959 FLEET SOLUTIONS, LLC 01/10/2024 $2,127.05 2024
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 9999002 FLORITA CRUZ 01/10/2024 $500.00 2024
103962 FOSTER LUMBER, FOSTER LUMBER YARDS 01/10/2024 $92.86 2024 103877 GREEN VALLEY ALOHA SAW AND MOWER 01/10/2024 $249.35 2024 1438 HALLS SAFE LOCK & ALARM CO 01/10/2024 $125.41 2024 104279 HEALTHY VALLEJO COMMUNITY SUPPORT 01/10/2024 $3,525.75 2024 101974 HUNT & SONS, INC. 01/10/2024 $41,604.52 2024
1054 INLAND BUSINESS MACHINES, INC 01/10/2024 $1,316.96 2024 1292 ISLAND ENERGY 01/10/2024 $291.89 2024
9208179 JASON CHANEY 01/10/2024 $60.00 2024
9999002 JEFF DILAG 01/10/2024 $120.00 2024
1554 JOHNNY ON THE SPOT 01/10/2024 $2,187.51 2024
9208510 JORDON PATZER 01/10/2024 $972.52 2024
103934 LANCE, SOLL & LUNGHARD, LLP 01/10/2024 $11,284.00 2024 103698 LEADERSHIP DEVELOPMENT NETWORK LLC 01/10/2024 $1,430.88 2024 101993 LINDE GAS & EQUIPMENT INC. 01/10/2024 $96.88 2024 102348 LOS RIOS COMMUNITY COLLEGE DISTRICT 01/10/2024 $92.00 2024 104470 LWP CLAIMS SOLUTIONS INC 01/10/2024 $25,463.75 2024 766 MCMASTER-CARR SUPPLY COMPANY 01/10/2024 $634.24 2024 1065 MORGAN ALARM COMPANY, INC. 01/10/2024 $120.42 2024 103822 MUNICIPAL EMERGENCY SERVICES INC 01/10/2024 $948.96 2024 1008 NAPA-SOLANO S.A.N.E./S.A.R.T. 01/10/2024 $2,300.00 2024 100363 NATIONAL CREDIT REPORTING 01/10/2024 $811.75 2024 104372 ODP BUSINESS SOLUTIONS LLC 01/10/2024 $536.99 2024 961 PACIFIC GAS & ELECTRIC-SACRAME 01/10/2024 $80,542.12 2024 9999007 PAUL PERRY 01/10/2024 $1,531.61 2024
9207193 PETER GOOGINS 01/10/2024 $581.98 2024
102520 PTM DOCUMENT SYSTEMS, INC 01/10/2024 $319.55 2024 102508 R&S ERECTION OF VALLEJO, INC 01/10/2024 $285.00 2024 103222 RAFTELIS 01/10/2024 $5,000.00 2024
100624 READYREFRESH 01/10/2024 $111.59 2024
80 RECOLOGY VALLEJO 01/10/2024 $1,583.10 2024
2081 REGAL COLLISION REPAIR 01/10/2024 $19,751.71 2024
103980 REINHOLDT ENGINEERING CONSTRUCTION 01/10/2024 $1,575.00 2024 104607 RESPONDER FIRST NURSING CORPORATION 01/10/2024 $169.00 2024 104574 ROADSAFE TRAFFIC SYSTEMS, INC. 01/10/2024 $148.16 2024 102602 ROBERT HALF INTERNATIONAL INC 01/10/2024 $6,918.84 2024 Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 102637 ROMTEC INC. 01/10/2024 $39,330.00 2024
102369 RON DUPRATT FORD 01/10/2024 $4,515.82 2024
104313 ROYAL ELECTRIC COMPANY 01/10/2024 $42,319.02 2024 102851 R3 CONSULTING GROUP, INC 01/10/2024 $7,016.00 2024 101054 SAN MATEO COUNTY SHERIFF'S OFFICE 01/10/2024 $3,400.46 2024 2628 SIERRA TRUCK & VAN, INC. 01/10/2024 $3,933.62 2024 102492 SIMPLECERTIFIEDMAIL.COM,LLC 01/10/2024 $3,000.00 2024 104338 SMART FIBER NETWORKS INC 01/10/2024 $3,682.55 2024 104614 SMARTSHEET INC. 01/10/2024 $1,188.00 2024
100609 SOLANO COUNTY RESOURCE MANAGEMENT 01/10/2024 $94.00 2024 2918 SOLANO PRINT PLUS 01/10/2024 $2,617.67 2024
103348 SP PLUS CORPORATION 01/10/2024 $14,985.28 2024
3559 STAR SPORTS 01/10/2024 $56.00 2024
102995 STATE WATER RESOURCES CONTROL BOARD 01/10/2024 $3,569.22 2024 102528 STATEWIDE TRAFFIC SAFETY & SIGNS 01/10/2024 $6,695.42 2024 103261 STRYKER SALES CORPORATION 01/10/2024 $1,012.19 2024 102605 SUNRISE ENVIRONMENTAL 01/10/2024 $189.13 2024
104069 SUPERION, LLC 01/10/2024 $180.00 2024
101368 T-MOBILE USA 01/10/2024 $100.00 2024
2355 TELSTAR 01/10/2024 $59,159.00 2024
103695 TIREHUB, LLC 01/10/2024 $6,918.18 2024
102585 TRANSUNION RISK & ALTERNATIVE DATA 01/10/2024 $96.80 2024 141 TRI-CITY FENCE CO., INC. 01/10/2024 $546.00 2024
104262 TRILOGY MEDWASTE WEST, LLC 01/10/2024 $788.00 2024 102471 T2 SYSTEMS CANADA INC 01/10/2024 $1,852.50 2024
3608 UNITED RENTALS (NORTH AMERICA), INC 01/10/2024 $700.00 2024 1338 UNIVERSAL BUILDING SERVICES 01/10/2024 $1,917.62 2024 102001 UPS GROUND FREIGHT, INC. 01/10/2024 $27.57 2024
75 VALLEJO FIRE EXTINGUISHER, INC 01/10/2024 $99.43 2024 1472 VALLEJO TIMES HERALD 01/10/2024 $7,281.45 2024
632 VICTORY SURPLUS 01/10/2024 $791.98 2024
102814 W W GRAINGER INC. 01/10/2024 $1,360.85 2024
3463 WATTCO EQUIPMENT, INC 01/10/2024 $803.81 2024
2957 WESTERN MACHINERY ELECTRIC 01/10/2024 $6,549.85 2024 104347 WESTERN STATE DESIGN, INC. 01/10/2024 $1,334.35 2024 101392 WHITE CAP, LP 01/10/2024 $491.95 2024
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 104135 WOTHA DABORA 01/10/2024 $11,648.00 2024
102913 WSP USA INC. 01/10/2024 $19,801.15 2024
102072 XYLEM WATER SOLUTIONS USA INC 01/10/2024 $7,153.35 2024 104390 ZAYO GROUP, LLC 01/10/2024 $3,239.68 2024
173 7 FLAGS CAR WASH & EXPRESS LUBE 01/10/2024 $26.00 2024 Overall - Total $1,594,567.87
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 103773 ADVANTAGE GEAR, INC. 01/17/2024 $4,364.99 2024
852 ALLSTAR FIRE EQUIPMENT, INC 01/17/2024 $1,264.81 2024 103503 ALPHA ANALYTICAL LABORATORIES,INC 01/17/2024 $9,902.50 2024 9999004 ALVARADO, GLADISS 01/17/2024 $39.93 2024
9999004 ALVARADO, MAGDALENA ESTHER 01/17/2024 $112.71 2024 103767 AMAZON CAPITAL SERVICES, INC. 01/17/2024 $7,194.04 2024 2734 AMERICAN CHILLER SERVICE INC 01/17/2024 $1,085.00 2024 9999004 AMERICAN HOMES 4 RENT 01/17/2024 $89.80 2024
9208139 ANTHONY SHAIR-ALI 01/17/2024 $60.00 2024
9999002 ARMOND SARKIS 01/17/2024 $241.63 2024
101538 AT&T 01/17/2024 $24,377.58 2024
100414 AT&T MOBILITY 01/17/2024 $13,868.73 2024
100927 AT&T PAYMENT CENTER 01/17/2024 $462.29 2024
100772 AVILA PROJECT MANAGEMENT 01/17/2024 $2,095.00 2024 104393 AX9 SECURITY, INC. 01/17/2024 $40,555.26 2024
103950 AZCO SUPPLY, INC. 01/17/2024 $5,375.10 2024
103505 BADGER METER INC. 01/17/2024 $33,456.74 2024
9999004 BAEYEN, ROBERT A. 01/17/2024 $234.74 2024
1064 BAY ALARM CO. 01/17/2024 $1,162.64 2024
2310 BELL PRODUCTS, INC. 01/17/2024 $2,642.00 2024
9999004 BELLO, SANDIE L. 01/17/2024 $66.14 2024
9999004 BELTRAN FAMILY TRUST 01/17/2024 $257.45 2024
9999002 BEN SMITH 01/17/2024 $147.00 2024
103995 BENEFIT COORDINATORS CORP (BCC) 01/17/2024 $9,030.24 2024 9207524 BENJAMIN HILL 01/17/2024 $875.00 2024
9999004 BENNETT, SAMANTHA 01/17/2024 $401.08 2024
104424 BIG CREEK LUMBER 01/17/2024 $59.76 2024
9999004 BILLUPS, SULLIVAN 01/17/2024 $125.00 2024
1084 BOLT STAFFING SERVICE INC 01/17/2024 $45,467.04 2024 9999004 BOUZOS, DIONISIOS 01/17/2024 $20.10 2024
9999004 BRECKENRIDGE PROP FND 2016 LLC 01/17/2024 $156.22 2024 9999004 BROWN, IAN 01/17/2024 $45.91 2024
9999004 BRUCE, LOIS CLARE 01/17/2024 $105.36 2024
3714 BSK ASSOCIATES 01/17/2024 $6,067.00 2024
103679 CA DEPT OF TAX & FEE ADMINISTRATION 01/17/2024 $22,045.00 2024 9999004 CABATO, ARTEMIO 01/17/2024 $447.64 2024
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 104287 CAL UNIFORMS 01/17/2024 $485.19 2024
100212 CDWG INC. 01/17/2024 $15,690.97 2024
104514 CENTURY URBAN LLC 01/17/2024 $3,693.75 2024
362 CHEMTRADE CHEMICALS US LLC 01/17/2024 $1,926.45 2024 101351 CINTAS 01/17/2024 $457.68 2024
9999004 CIRIMELE PROPERTY MANAGEMENT 01/17/2024 $172.27 2024 1228 CITY OF FAIRFIELD 01/17/2024 $3,280.73 2024
1193 CLARK PEST CONTROL 01/17/2024 $1,028.00 2024
100271 CODE THREE FIRE PROTECTION 01/17/2024 $4,800.00 2024 3195 COMCAST 01/17/2024 $74.31 2024
2262 COMPLETE WELDER 01/17/2024 $490.85 2024
104568 CONTOUR SIERRA AEBI TERRATRAC LLC 01/17/2024 $2,289.95 2024 103423 CORE PSYCHOLOGICAL CORPORATION 01/17/2024 $2,500.00 2024 102874 COSTAR REALTY INFORMATION,INC 01/17/2024 $995.00 2024 3101 COUNTY OF SANTA CLARA 01/17/2024 $1,000.00 2024
103622 CRANE & HOIST SERVICES, LTD 01/17/2024 $1,766.44 2024 102942 DAVE'S/BOB'S TOW SERVICE, INC 01/17/2024 $13,990.00 2024 9999004 DEL MUNDO, MARY JOY 01/17/2024 $36.79 2024
9999004 DELGADO MELGAREJO, MARIO A. 01/17/2024 $65.60 2024 9999004 DELGADO PROPERTY MANAGEMENT 01/17/2024 $28.09 2024 101246 DEPT OF FORESTRY & FIRE PROTECTN 01/17/2024 $1,589.56 2024 9999004 DEZORDO, VICTORIA 01/17/2024 $35.79 2024
100663 DORIAN CLAIR 01/17/2024 $6,500.00 2024
103966 DORMATECH MECHANICAL SYSTEMS, INC. 01/17/2024 $3,141.47 2024 9999004 DUKE, JAMIE 01/17/2024 $85.87 2024
104173 E SOURCE COMPANIES LLC 01/17/2024 $150,074.86 2024 3360 E Z TREE INC 01/17/2024 $54,929.00 2024
102561 EAN SERVICES 01/17/2024 $375.16 2024
100021 EMA, INC. 01/17/2024 $12,391.70 2024
9999004 EMERY, NANCY 01/17/2024 $29.51 2024
103967 ENERGY ETC, INC. 01/17/2024 $800.00 2024
104429 ENPRO ELEVATOR, INC. 01/17/2024 $1,120.00 2024
102175 ENVIRONMENTAL RISK SERVICES CORP 01/17/2024 $13,568.70 2024 102676 FACTORY MOTOR PARTS 01/17/2024 $1,787.00 2024
103332 FARALLON GEOGRAPHICS, INC. 01/17/2024 $14,625.00 2024 101511 FASTENAL COMPANY 01/17/2024 $627.50 2024
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 102333 FASTSIGNS-AMERICAN CANYON 01/17/2024 $101.84 2024 9999004 FERNANDO, ANOTTE 01/17/2024 $125.00 2024
103237 FIRE STATION OUTFITTERS LLC 01/17/2024 $3,003.94 2024 104383 FIRM FOUNDATION COMMUNITY HOUSING 01/17/2024 $1,713,577.80 2024 348 FISHER SCIENTIFIC 01/17/2024 $445.32 2024
100950 FRANKS SEPTIC SERVICE INC 01/17/2024 $1,283.74 2024 104352 GEI CONSULTANTS INC 01/17/2024 $4,668.50 2024
364 GOLDEN GATE TRUCK CENTER 01/17/2024 $2,238.77 2024
9999004 GRAVES, JAMES EARL SR 01/17/2024 $113.50 2024
103877 GREEN VALLEY ALOHA SAW AND MOWER 01/17/2024 $471.54 2024 104493 GUTIERREZ/ASSOCIATES 01/17/2024 $71,424.00 2024
370 HACH COMPANY 01/17/2024 $3,782.27 2024
1438 HALLS SAFE LOCK & ALARM CO 01/17/2024 $750.50 2024 1138 HARRP 01/17/2024 $236.00 2024
752 HOME DEPOT CREDIT SERVICES 01/17/2024 $4,285.57 2024 103815 HORTSCIENCE BARTLETT CONSULTING 01/17/2024 $175.00 2024 1462 HOUSE OF ACTS 01/17/2024 $400.00 2024
101974 HUNT & SONS, INC. 01/17/2024 $16,157.07 2024
1347 IDEXX DISTRIBUTION CORP 01/17/2024 $11,769.07 2024 104006 INDIGO/HAMMOND & PLAYLE ARCHITECTS 01/17/2024 $125,187.46 2024 1054 INLAND BUSINESS MACHINES, INC 01/17/2024 $1,232.57 2024 1292 ISLAND ENERGY 01/17/2024 $15.59 2024
104389 J F G INSPECTIONS 01/17/2024 $3,497.00 2024
9999004 J&E ELITE HOLDINGS INC. 01/17/2024 $51.79 2024
104635 JANIK VENTURES, LLC 01/17/2024 $425.00 2024
101979 JAYGAV EMBROIDERY 01/17/2024 $2,234.14 2024
9999004 JIMENEZ-ARELLANO, JOSE FRANCIS 01/17/2024 $133.00 2024 9999011 JOEL CAITHAM 01/17/2024 $2,374.20 2024
9999004 KASADY, LAURENCE 01/17/2024 $35.76 2024
9999002 KELLY BAUMGARTNER 01/17/2024 $181.00 2024
9999011 KEVIN BARRETO 01/17/2024 $2,266.27 2024
1421 LAWSON PRODUCTS, INC 01/17/2024 $149.21 2024
2166 LEAGUE OF CALIFORNIA CITIES 01/17/2024 $30,959.00 2024 101993 LINDE GAS & EQUIPMENT INC. 01/17/2024 $310.41 2024 9999004 LOPEZ, MARIA 01/17/2024 $12.32 2024
9999004 LP EQUITIES LLC 01/17/2024 $112.52 2024
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 9999004 MAGANA, MAGALI S. 01/17/2024 $32.98 2024
102223 MARK A CLEMENTI, PH.D. 01/17/2024 $1,548.00 2024 103935 MBC AQUATIC SCIENCES 01/17/2024 $4,205.00 2024
9999004 MC MILLAN, VINCENT 01/17/2024 $15.73 2024
766 MCMASTER-CARR SUPPLY COMPANY 01/17/2024 $72.35 2024 103734 MESSER LLC 01/17/2024 $9,543.54 2024
3334 METRON-FARNIER LLC 01/17/2024 $30,710.39 2024
1428 MINUTEMAN PRESS 01/17/2024 $149.65 2024
9999004 MIRZAKASHANI, ALI 01/17/2024 $89.95 2024
9999004 MOGANNAM, COLE W 01/17/2024 $44.58 2024
9999004 MOISEBA INVESTMENT LLC 01/17/2024 $141.00 2024
9999002 MOISES ZARATE 01/17/2024 $105.00 2024
104609 MONSTER FUSES AND MONSTER CONTROLS 01/17/2024 $22,401.94 2024 9999004 MOREHOUSE, LORALEI & HARRY 01/17/2024 $23.17 2024 1065 MORGAN ALARM COMPANY, INC. 01/17/2024 $174.00 2024 9999004 MUELLER, ADELHEID 01/17/2024 $126.27 2024
2719 NALCO COMPANY 01/17/2024 $9,383.97 2024
103721 NAVIA BENEFIT SOLUTIONS, INC. 01/17/2024 $2,168.67 2024 101852 NEW IMAGE LANDSCAPE INC 01/17/2024 $331.16 2024
103567 NEXGEN ASSET MANAGEMENT 01/17/2024 $10,500.00 2024 104372 ODP BUSINESS SOLUTIONS LLC 01/17/2024 $1,328.98 2024 9999004 OLIVER, BILLY D 01/17/2024 $27.85 2024
9999004 OMARI, AMED 01/17/2024 $40.77 2024
961 PACIFIC GAS & ELECTRIC-SACRAME 01/17/2024 $151,191.43 2024 1402 PACIFIC STORAGE 01/17/2024 $241.65 2024
102797 PARODI INVESTIGATIVE SOLUTIONS 01/17/2024 $4,540.00 2024 104634 PAYA, INC. 01/17/2024 $1,797.00 2024
9999004 PENATE, MARIBEL 01/17/2024 $339.28 2024
102021 PHENOVA, INC 01/17/2024 $1,362.59 2024
9999004 PINNACLE PIPELINE INSPECTION 01/17/2024 $3,446.48 2024 503 PITNEY BOWES PURCHASE POWER 01/17/2024 $3,300.00 2024 102573 PLATT ELECTRIC SUPPLY 01/17/2024 $16,196.62 2024 9999004 PROUD START, LLC 01/17/2024 $42.71 2024
104439 RADMAN ELECTRIC 01/17/2024 $27,603.32 2024
100624 READYREFRESH 01/17/2024 $78.86 2024
1354 REPUBLIC SERVICES, INC 01/17/2024 $69.21 2024
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 9999004 RESCOM PROPERTIES 01/17/2024 $68.93 2024
100343 REXEL NORCAL VALLEY - FAIRFIELD 01/17/2024 $127,364.37 2024 104291 RIGHT WEIGH SCALE LLC 01/17/2024 $2,060.00 2024
9999004 SABELLA, PAOL0 01/17/2024 $25.05 2024
538 SAFETY-KLEEN SYSTEMS, INC. 01/17/2024 $701.79 2024
9999004 SALKHI PETROLEUM INC. 01/17/2024 $240.19 2024
9999004 SANCHEZ, JOEL S. 01/17/2024 $46.14 2024
9999004 SANDERS, LAYTON 01/17/2024 $82.72 2024
101225 SATCOM GLOBAL,INC 01/17/2024 $171.00 2024
9999002 SEAN GOOGINS 01/17/2024 $109.00 2024
9999004 SEILONEN, BETH 01/17/2024 $66.53 2024
103534 SHUMS CODA ASSOCIATES, INC. 01/17/2024 $12,200.00 2024 9999004 SIKAND, GURDEV 01/17/2024 $14.39 2024
3723 SITEONE LANDSCAPE SUPPLY, LLC 01/17/2024 $197.48 2024 103535 SLOAN SAKAI YEUNG & WONG LLP 01/17/2024 $861.00 2024 9999004 SMALLY, FREDRICK R 01/17/2024 $125.00 2024
3857 SOLANO COUNTY DOG LICENSING 01/17/2024 $139.00 2024 103990 SOLANO COUNTY FIRE CHIEF'S ASSN 01/17/2024 $750.00 2024 1310 SOLANO COUNTY RECORDERS OFFICE 01/17/2024 $60.00 2024 100609 SOLANO COUNTY RESOURCE MANAGEMENT 01/17/2024 $94.00 2024 1395 SOLANO EDC 01/17/2024 $750.00 2024
9999004 SOTELO, LETECIA 01/17/2024 $80.00 2024
9999004 SOTO, HOLLY S 01/17/2024 $37.82 2024
102995 STATE WATER RESOURCES CONTROL BOARD 01/17/2024 $22,195.20 2024 104619 SWAN ANALYTICAL USA, INC. 01/17/2024 $16,493.66 2024 9999004 TATE, JOHN & FUKUE 01/17/2024 $169.98 2024
9999011 TERRY SCHILLINGER 01/17/2024 $2,266.28 2024
102432 THATCHER COMPANY OF CALIFORNIA INC. 01/17/2024 $17,866.93 2024 3427 THE NELROD COMPANY 01/17/2024 $149.00 2024
9999004 TOBAR, TANIS 01/17/2024 $48.47 2024
103648 TOP DOG POLICE K9 TRAINING & CONSLT 01/17/2024 $1,400.00 2024 101458 TRANSCAT INC. 01/17/2024 $2,322.78 2024
3545 UBEO BUSINESS SERVICES 01/17/2024 $3,531.46 2024
1822 UNION PACIFIC RAILROAD COMPANY 01/17/2024 $605.05 2024 1645 UNIVAR SOLUTIONS USA INC. 01/17/2024 $12,473.00 2024 1338 UNIVERSAL BUILDING SERVICES 01/17/2024 $6,799.89 2024 Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 75 VALLEJO FIRE EXTINGUISHER, INC 01/17/2024 $416.19 2024 104610 VALLEJO TINT SHOP 01/17/2024 $7,647.50 2024
102881 VALLEY INTERNET 01/17/2024 $325.00 2024
632 VICTORY SURPLUS 01/17/2024 $984.21 2024
102814 W W GRAINGER INC. 01/17/2024 $5,521.06 2024
9999004 WATTS, KEVIN 01/17/2024 $100.00 2024
9999004 WEITE, SIDNEY 01/17/2024 $67.66 2024
3530 WEST YOST & ASSOCIATES 01/17/2024 $20,517.25 2024
2957 WESTERN MACHINERY ELECTRIC 01/17/2024 $2,546.54 2024 9999004 WILLIAMS, MICHAEL 01/17/2024 $224.35 2024
9999004 WONG, LAURA HOM 01/17/2024 $38.04 2024
9999004 WRIGHT, DAYVION 01/17/2024 $60.34 2024
102829 XEROX CORPORATION 01/17/2024 $882.41 2024
9999004 ZARCO JR., OSCAR 01/17/2024 $66.00 2024
9999004 ZELSTER, TAMARA 01/17/2024 $132.56 2024
173 7 FLAGS CAR WASH & EXPRESS LUBE 01/17/2024 $105.99 2024 Overall - Total $3,130,116.60
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 100436 ABAG PUBLICLY OWNED ENERGY RESOURCS 01/24/2024 $14,208.79 2024 103232 ACCESS SYSTEMS, INC 01/24/2024 $505.28 2024
863 ALHAMBRA 01/24/2024 $516.83 2024
103503 ALPHA ANALYTICAL LABORATORIES,INC 01/24/2024 $4,040.00 2024 103767 AMAZON CAPITAL SERVICES, INC. 01/24/2024 $2,524.02 2024 2734 AMERICAN CHILLER SERVICE INC 01/24/2024 $3,583.00 2024 102690 AQUA-METRIC SALES COMPANY 01/24/2024 $2,123.44 2024 2154 AT&T 01/24/2024 $70.00 2024
101538 AT&T 01/24/2024 $58.50 2024
100414 AT&T MOBILITY 01/24/2024 $20,678.89 2024
104393 AX9 SECURITY, INC. 01/24/2024 $13,253.00 2024
103675 BADGER DAYLIGHTING CORP. 01/24/2024 $3,983.19 2024 104326 BEAUCHAINE CONSULTING GROUP, LLC 01/24/2024 $955.00 2024 103995 BENEFIT COORDINATORS CORP (BCC) 01/24/2024 $10,452.12 2024 104424 BIG CREEK LUMBER 01/24/2024 $10.16 2024
104038 BOLDPLANNING, INC. 01/24/2024 $6,750.00 2024
1084 BOLT STAFFING SERVICE INC 01/24/2024 $368.52 2024
2901 CA ASSN OF CODE ENFORCEM'T OFFICERS 01/24/2024 $100.00 2024 9999002 CALVIN CHO 01/24/2024 $336.10 2024
884 CAMP ASSOCIATION OF VALLEJO 01/24/2024 $590.00 2024 102781 CAPITOL ADVOCACY PARTNERS 01/24/2024 $36,576.00 2024 103370 CAPITOL BARRICADE, INC. 01/24/2024 $3,480.71 2024 3721 CAPITOL CLUTCH & BRAKE INC 01/24/2024 $220.83 2024 100212 CDWG INC. 01/24/2024 $814.84 2024
104078 CENTER FOR DRUG & ALCOHOL TESTING 01/24/2024 $1,226.00 2024 101351 CINTAS 01/24/2024 $648.78 2024
949 CITY OF BENICIA 01/24/2024 $1,100.00 2024
1193 CLARK PEST CONTROL 01/24/2024 $201.00 2024
103857 CLUB STRIDE INC 01/24/2024 $2,549.40 2024
100244 CORE MICROSYSTEMS 01/24/2024 $3,500.00 2024
101303 CORELOGIC INFORMATION SOLUTIONS,INC 01/24/2024 $299.31 2024 103978 CROWN HILLS MATERIALS, LLC 01/24/2024 $137.65 2024 2425 CRUISE MASTER PRISMS, INC. 01/24/2024 $239.70 2024 100458 DIRECT LINE TELE RESPONSE 01/24/2024 $130.00 2024 1992 DOWNTOWN FORD SALES 01/24/2024 $48,995.56 2024
9999002 ELINORE REGRESADO 01/24/2024 $32.23 2024
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 102175 ENVIRONMENTAL RISK SERVICES CORP 01/24/2024 $1,700.70 2024 103969 F.J. KENNEDY AND ASSOCIATES, INC. 01/24/2024 $11,301.84 2024 102333 FASTSIGNS-AMERICAN CANYON 01/24/2024 $1,190.50 2024 1044 FEDERAL EXPRESS 01/24/2024 $9.80 2024
100727 FEHR & PEERS 01/24/2024 $1,757.50 2024
348 FISHER SCIENTIFIC 01/24/2024 $1,533.25 2024
1658 GALLERY & BARTON A 01/24/2024 $420.00 2024
850 GCS ENVIRONMENTAL EQUIP SVCS INC 01/24/2024 $2,330.55 2024 103057 GOLDEN STATE EMERGENCY VEHICLE SERV 01/24/2024 $2,466.92 2024 3384 GOODWIN CONSULTING GROUP INC 01/24/2024 $1,210.00 2024 103877 GREEN VALLEY ALOHA SAW AND MOWER 01/24/2024 $48.75 2024 9999002 HAMPTON JACKSON 01/24/2024 $173.62 2024
3767 HDL COREN & CONE 01/24/2024 $5,125.00 2024
104279 HEALTHY VALLEJO COMMUNITY SUPPORT 01/24/2024 $47,510.95 2024 3292 HINDERLITER, DE LLAMAS & ASSOC 01/24/2024 $6,259.29 2024 752 HOME DEPOT CREDIT SERVICES 01/24/2024 $1,710.54 2024 101974 HUNT & SONS, INC. 01/24/2024 $5,235.39 2024
77 IAFF, LOCAL 1186 01/24/2024 $7,600.00 2024
103073 IBEW LOCAL 1245 01/24/2024 $7,543.37 2024
1054 INLAND BUSINESS MACHINES, INC 01/24/2024 $2,139.43 2024 3572 INTERPRETING & CONSULTING SERV 01/24/2024 $593.16 2024 1292 ISLAND ENERGY 01/24/2024 $10,503.77 2024
2286 JAM SERVICES INC. 01/24/2024 $546.25 2024
9208179 JASON CHANEY 01/24/2024 $1,055.00 2024
9999002 JASON WARD 01/24/2024 $875.00 2024
9999002 JAZSMINE WARD 01/24/2024 $263.10 2024
104377 JET PATCHER USA INC 01/24/2024 $16,982.00 2024
103463 KAISER FOUNDATION HEALTH PLAN, INC 01/24/2024 $500.00 2024 9999002 KATELYN KNIGHT 01/24/2024 $110.76 2024
103960 KELLY-MOORE PAINT COMPANY, INC. 01/24/2024 $557.35 2024 9208043 KEVIN BROWN 01/24/2024 $60.00 2024
9999002 KRISTOFFER JACOB 01/24/2024 $206.68 2024
100653 KUIC-FM KKIQ-FM KKDV-FM 01/24/2024 $2,470.00 2024 128 LAW OFFICES OF LIEBERT, CASSIDY 01/24/2024 $38,526.26 2024 821 LEHR 01/24/2024 $1,594.18 2024
1095 LEXISNEXIS MATTHEW BENDER 01/24/2024 $2,515.97 2024 Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 102543 LEXISNEXIS RISK SOLUTIONS FL, INC 01/24/2024 $200.00 2024 101993 LINDE GAS & EQUIPMENT INC. 01/24/2024 $131.17 2024 104451 LODESTAR PROPERTIES, INC. 01/24/2024 $1,446.00 2024 1555 LSA ASSOCIATES, INC. 01/24/2024 $1,201.25 2024
1428 MINUTEMAN PRESS 01/24/2024 $355.08 2024
1065 MORGAN ALARM COMPANY, INC. 01/24/2024 $251.64 2024 2831 NAPA COUNTY TAX COLLECTOR 01/24/2024 $235.32 2024
9999002 NATALIE PETERSON 01/24/2024 $49.65 2024
104412 NEON WORKS, INC. 01/24/2024 $3,738.94 2024
101852 NEW IMAGE LANDSCAPE INC 01/24/2024 $11,038.51 2024 103862 NINYO & MOORE GEOTECH & ENVIRONMNTL 01/24/2024 $17,981.94 2024 3477 O'CONNELL JETTING SYSTEMS 01/24/2024 $1,245.45 2024 101995 O'REILLY AUTO PARTS 01/24/2024 $676.73 2024
104372 ODP BUSINESS SOLUTIONS LLC 01/24/2024 $252.60 2024 101448 OMEGA INDUSTRIAL SUPPLY INC 01/24/2024 $864.46 2024 961 PACIFIC GAS & ELECTRIC-SACRAME 01/24/2024 $175,656.40 2024 1600 PEARSON'S APPLIANCE 01/24/2024 $818.28 2024
101100 PETERSON POWER SYSTEM, INC. 01/24/2024 $37,022.64 2024 2495 PITNEY BOWES 01/24/2024 $1,740.08 2024
102573 PLATT ELECTRIC SUPPLY 01/24/2024 $1,469.05 2024
102018 PNC EQUIPMENT FINANCE, LLC 01/24/2024 $120.05 2024 2844 PREFERRED ALLIANCE INC 01/24/2024 $732.60 2024
104229 PRIME TIME LIVING 01/24/2024 $1,200.00 2024
102520 PTM DOCUMENT SYSTEMS, INC 01/24/2024 $40.09 2024 103663 PUMPING EFFICIENCY TESTING SERVICES 01/24/2024 $28,200.00 2024 102508 R&S ERECTION OF VALLEJO, INC 01/24/2024 $1,282.51 2024 9999002 RACHEL BEAN 01/24/2024 $70.79 2024
80 RECOLOGY VALLEJO 01/24/2024 $1,033.55 2024
104437 RESTORATION FAMILY COUNSELING...INC 01/24/2024 $900.00 2024 104574 ROADSAFE TRAFFIC SYSTEMS, INC. 01/24/2024 $260.65 2024 102602 ROBERT HALF INTERNATIONAL INC 01/24/2024 $1,907.60 2024 9999002 ROBYN DUBY 01/24/2024 $222.43 2024
102369 RON DUPRATT FORD 01/24/2024 $3,918.24 2024
102851 R3 CONSULTING GROUP, INC 01/24/2024 $4,021.00 2024 538 SAFETY-KLEEN SYSTEMS, INC. 01/24/2024 $386.20 2024
103534 SHUMS CODA ASSOCIATES, INC. 01/24/2024 $7,280.00 2024 Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 102567 SIGNAL SOLUTIONS CORPORATION 01/24/2024 $2,400.00 2024 102492 SIMPLECERTIFIEDMAIL.COM,LLC 01/24/2024 $3,000.00 2024 104338 SMART FIBER NETWORKS INC 01/24/2024 $53,281.25 2024 1356 SOLANO COUNTY AUDITOR-CONTROLLER 01/24/2024 $4,455.20 2024 1204 SOLANO COUNTY SHERIFF'S OFFICE 01/24/2024 $61,566.00 2024 103965 SSP DATA, INC. 01/24/2024 $2,800.00 2024
2912 STERICYCLE, INC. 01/24/2024 $495.28 2024
804 STEVENSON SUPPLY & TRACTOR CO 01/24/2024 $1,017.86 2024 104448 STEWART TITLE OF CALIFORNIA, INC. 01/24/2024 $1,100.00 2024 104450 SUISUN UNIFORMS TT LLC 01/24/2024 $70.00 2024
2355 TELSTAR 01/24/2024 $7,741.06 2024
102432 THATCHER COMPANY OF CALIFORNIA INC. 01/24/2024 $8,297.34 2024 103948 TOUCHSOURCE, LLC 01/24/2024 $1,690.44 2024
103787 TRIPEPI, SMITH AND ASSOCIATES, INC. 01/24/2024 $2,202.35 2024 3545 UBEO BUSINESS SERVICES 01/24/2024 $369.46 2024
1338 UNIVERSAL BUILDING SERVICES 01/24/2024 $70,389.22 2024 104501 USABLUEBOOK 01/24/2024 $57.28 2024
104348 UTOPIA MANAGEMENT INC. 01/24/2024 $1,322.00 2024 57 VALLEJO CONV & VISITORS BUREAU 01/24/2024 $20,624.00 2024 120 VALLEJO POLICE OFFICERS ASSOC. 01/24/2024 $5,464.80 2024 104422 VULCAN MATERIALS CO - WESTERN DIV 01/24/2024 $1,452.90 2024 102814 W W GRAINGER INC. 01/24/2024 $2,096.86 2024
2957 WESTERN MACHINERY ELECTRIC 01/24/2024 $4,711.83 2024 104462 WHITE BRENNER LLP 01/24/2024 $6,722.60 2024
9999002 WINNIE DABA 01/24/2024 $209.00 2024
103841 WORKFORCE DEV BOARD SOLANO COUNTY 01/24/2024 $10,000.00 2024 102829 XEROX CORPORATION 01/24/2024 $1,383.95 2024
9999002 YENNY SANTOS 01/24/2024 $209.00 2024
173 7 FLAGS CAR WASH & EXPRESS LUBE 01/24/2024 $480.00 2024 Overall - Total $953,446.31
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 9999007 ADT SOLAR 01/31/2024 $275.77 2024
102101 ADVANCE CRIME SCENE RESTORATION 01/31/2024 $150.00 2024 9999007 ALEXANDER BUILDER 01/31/2024 $1,320.40 2024
102365 ALLIED UNIVERSAL SECURITY SERVICES 01/31/2024 $22,650.72 2024 103503 ALPHA ANALYTICAL LABORATORIES,INC 01/31/2024 $6,790.00 2024 103767 AMAZON CAPITAL SERVICES, INC. 01/31/2024 $8,209.62 2024 104481 ANGELS WITH HEART 01/31/2024 $800.00 2024
102690 AQUA-METRIC SALES COMPANY 01/31/2024 $4,552.12 2024 100772 AVILA PROJECT MANAGEMENT 01/31/2024 $3,790.00 2024 104393 AX9 SECURITY, INC. 01/31/2024 $22,533.73 2024
854 BAUER COMPRESSORS 01/31/2024 $14,382.09 2024
1064 BAY ALARM CO. 01/31/2024 $1,572.47 2024
103995 BENEFIT COORDINATORS CORP (BCC) 01/31/2024 $17,492.25 2024 256 BERT WILLIAMS & SONS INC. 01/31/2024 $1,271.69 2024 9999007 BETTER EARTH ELECTRIC 01/31/2024 $140.00 2024
104424 BIG CREEK LUMBER 01/31/2024 $121.91 2024
3175 BKF ENGINEERS 01/31/2024 $1,049.75 2024
1084 BOLT STAFFING SERVICE INC 01/31/2024 $11,705.20 2024 103262 BOOT BARN INC 01/31/2024 $200.00 2024
261 BORGES & MAHONEY INC 01/31/2024 $3,447.47 2024
3938 BOUND TREE MEDICAL, LLC 01/31/2024 $494.85 2024
9999004 BRITTAN, WILLIAM J. 01/31/2024 $41.45 2024
104602 BROKEN BY VIOLENCE 01/31/2024 $4,986.08 2024
3714 BSK ASSOCIATES 01/31/2024 $14,946.50 2024
103370 CAPITOL BARRICADE, INC. 01/31/2024 $10,980.94 2024 9999004 CHANG, JOSEPH 01/31/2024 $62.36 2024
1245 CHAUDHARY & ASSOCIATES, INC 01/31/2024 $16,670.00 2024 362 CHEMTRADE CHEMICALS US LLC 01/31/2024 $17,470.88 2024 9999002 CHRYSLEA COSME 01/31/2024 $151.36 2024
101351 CINTAS 01/31/2024 $155.66 2024
1193 CLARK PEST CONTROL 01/31/2024 $836.00 2024
9999004 CLARK, STEPHANIE 01/31/2024 $354.92 2024
3195 COMCAST 01/31/2024 $76.27 2024
102735 CORNERSTONE STRUCTURAL ENG GROUP 01/31/2024 $14,884.08 2024 101920 CSG CONSULTANTS, INC 01/31/2024 $20,750.00 2024
9999002 DAKARI BARKSDALE 01/31/2024 $1,044.43 2024
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 2822 DAY WIRELESS SYSTEMS 01/31/2024 $2,666.80 2024
104309 DIABLO PAPER SHREDDING, LLC 01/31/2024 $850.40 2024 103966 DORMATECH MECHANICAL SYSTEMS, INC. 01/31/2024 $531.90 2024 104289 DXP ENTERPRISES, INC. 01/31/2024 $2,575.93 2024
3360 E Z TREE INC 01/31/2024 $7,805.00 2024
104575 ENVIRONMENTAL COLLABORATIVE 01/31/2024 $10,496.92 2024 104572 EVANS CONSOLES INCORPORATED 01/31/2024 $83,143.98 2024 103332 FARALLON GEOGRAPHICS, INC. 01/31/2024 $12,105.00 2024 101511 FASTENAL COMPANY 01/31/2024 $8.37 2024
100778 FITGUARD INC 01/31/2024 $319.51 2024
9999002 FLORITA CRUZ 01/31/2024 $135.00 2024
9999002 FRANK COSTA 01/31/2024 $152.55 2024
104352 GEI CONSULTANTS INC 01/31/2024 $12,338.75 2024
9999004 GESCHLECHT, JOSEPH 01/31/2024 $5.86 2024
101051 GRANICUS INC 01/31/2024 $20,869.37 2024
103425 HDR ENGINEERING, INC. 01/31/2024 $6,813.95 2024
104279 HEALTHY VALLEJO COMMUNITY SUPPORT 01/31/2024 $15,452.84 2024 752 HOME DEPOT CREDIT SERVICES 01/31/2024 $578.97 2024
9999004 HOWARD, KEENAN JOSEPH 01/31/2024 $73.39 2024
9999004 HUANG, MARISSA 01/31/2024 $80.27 2024
101974 HUNT & SONS, INC. 01/31/2024 $14,665.90 2024
77 IAFF, LOCAL 1186 01/31/2024 $2,242.00 2024
9999007 INDIGO DESIGN GROUP 01/31/2024 $64.00 2024
104518 INFOSEND, INC. 01/31/2024 $45,605.44 2024
1054 INLAND BUSINESS MACHINES, INC 01/31/2024 $420.21 2024 101915 INTERWEST CONSULTING GROUP,INC 01/31/2024 $106,987.07 2024 1292 ISLAND ENERGY 01/31/2024 $1,287.60 2024
2286 JAM SERVICES INC. 01/31/2024 $43,929.43 2024
9999004 JOHNSON, ENA 01/31/2024 $32.76 2024
2231 KAISER PERMANENTE OHSS 01/31/2024 $5,823.00 2024
9999004 KENT, GARDNER E 01/31/2024 $257.52 2024
859 L.N.CURTIS & SONS 01/31/2024 $561.44 2024
103284 LAND LOGISTICS, INC. 01/31/2024 $17,475.00 2024
100985 LAW OFFICES OF COLANTUONO,HIGHSMITH 01/31/2024 $942.50 2024 128 LAW OFFICES OF LIEBERT, CASSIDY 01/31/2024 $2,770.00 2024 9999004 LE, DANG C 01/31/2024 $143.04 2024
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 101993 LINDE GAS & EQUIPMENT INC. 01/31/2024 $79.05 2024 100987 LINDE INC 01/31/2024 $35,274.49 2024
9999004 LOREDO, ARIEL 01/31/2024 $47.78 2024
9999004 MADRIGAL, JESUS 01/31/2024 $29.81 2024
103110 MALLORY SAFETY AND SUPPLY LLC 01/31/2024 $1,525.00 2024 3172 MARK E COFFMAN INVESTIGATIONS 01/31/2024 $1,247.82 2024 9999004 MARTINEZ, ISIDRO F. 01/31/2024 $19.46 2024
104479 MCGUIRE AND HESTER 01/31/2024 $106,704.93 2024
9999004 MCLORIN-WARD, CHAUNCEY D. 01/31/2024 $96.81 2024 9999002 MELISSA TIGBAO, P.E. 01/31/2024 $178.00 2024
9999004 MESTLER, CHRISTIAN SIERRA 01/31/2024 $12.63 2024 1428 MINUTEMAN PRESS 01/31/2024 $178.97 2024
9999004 MIRANDA-LOBOS, ALEJANDRO 01/31/2024 $44.38 2024 1065 MORGAN ALARM COMPANY, INC. 01/31/2024 $544.05 2024 102591 NET TRANSCRIPTS INC. 01/31/2024 $302.36 2024
469 NEW PIG CORP. 01/31/2024 $1,308.26 2024
104644 NOR CAL PPE 01/31/2024 $1,750.00 2024
101995 O'REILLY AUTO PARTS 01/31/2024 $51.92 2024
104372 ODP BUSINESS SOLUTIONS LLC 01/31/2024 $1,338.23 2024 100808 OFFICE OF THE DISTRICT ATTORNEY 01/31/2024 $2,000.64 2024 9999002 ONI BROWN 01/31/2024 $190.00 2024
100315 OSTI INC. 01/31/2024 $3,190.19 2024
961 PACIFIC GAS & ELECTRIC-SACRAME 01/31/2024 $9,427.73 2024 1402 PACIFIC STORAGE 01/31/2024 $414.00 2024
2844 PREFERRED ALLIANCE INC 01/31/2024 $292.00 2024
102508 R&S ERECTION OF VALLEJO, INC 01/31/2024 $2,430.42 2024 100624 READYREFRESH 01/31/2024 $56.68 2024
80 RECOLOGY VALLEJO 01/31/2024 $43,200.00 2024
104073 RENNE PUBLIC LAW GROUP 01/31/2024 $3,874.50 2024 1354 REPUBLIC SERVICES, INC 01/31/2024 $67.20 2024
9999002 ROBIN MENEFEE 01/31/2024 $709.19 2024
9999004 ROELL, SANDRA 01/31/2024 $43.11 2024
102369 RON DUPRATT FORD 01/31/2024 $1,042.57 2024
9999004 RUSH, CALVIN EDWARD 01/31/2024 $21.03 2024
104117 SEDGWICK CLAIMS MANAGEMENT SERVICES 01/31/2024 $18,375.00 2024 9999007 SEMPER SOLARIS 01/31/2024 $1.00 2024
Check Date
Vendor Number Vendor Name Check Date Amount Fiscal Year 9999004 SISSON, ANGELA 01/31/2024 $267.22 2024
3559 STAR SPORTS 01/31/2024 $676.13 2024
102995 STATE WATER RESOURCES CONTROL BOARD 01/31/2024 $119,068.71 2024 9999007 SUNRUN 01/31/2024 $100.50 2024
101368 T-MOBILE USA 01/31/2024 $25.00 2024
101204 TOURO UNIVERSITY CALIFORNIA 01/31/2024 $4,286.70 2024 103787 TRIPEPI, SMITH AND ASSOCIATES, INC. 01/31/2024 $27.56 2024 9999004 TROY, ALEXANDER 01/31/2024 $52.84 2024
3893 ULINE 01/31/2024 $3,118.84 2024
102001 UPS GROUND FREIGHT, INC. 01/31/2024 $398.79 2024 9999004 URBAN, ANDREW 01/31/2024 $111.54 2024
104501 USABLUEBOOK 01/31/2024 $9,426.86 2024
1472 VALLEJO TIMES HERALD 01/31/2024 $16.36 2024
9999007 VIKING SIGN INSTALLATIONS, INC. 01/31/2024 $540.25 2024 633 VISION SERVICE PLAN 01/31/2024 $8,918.69 2024
102252 WARNER CONSULTING SERVICES 01/31/2024 $4,432.70 2024 9999002 WILLIAM MARTIAN 01/31/2024 $200.00 2024
104490 WORK WORLD, WHISTLE WORKWEAR 01/31/2024 $184.23 2024 102829 XEROX CORPORATION 01/31/2024 $2,022.15 2024
104336 ZANJERO, INC. 01/31/2024 $23,884.96 2024
Overall - Total $1,060,401.88
Check # Amount Transaction Date Description
2636 257.70 01/02/2024 Physical therapy
2637 570.30 01/02/2024 Legal - Attorney's Fee
2638 29.86 01/02/2024 Physician Visits
2638 154.50 01/02/2024 Physician Visits
2638 154.50 01/02/2024 Physician Visits
2638 154.50 01/02/2024 Physician Visits
2638 154.50 01/02/2024 Physician Visits
2638 154.50 01/02/2024 Physician Visits
2638 154.50 01/02/2024 Physician Visits
2638 29.86 01/02/2024 Physician Visits
2638 154.50 01/02/2024 Physician Visits
2639 138.71 01/03/2024 Physical therapy
2640 2,027.79 01/03/2024 Surgery
2641 580.00 01/03/2024 Permanent Partial
2642 580.00 01/03/2024 Permanent Partial
2643 151.70 01/03/2024 Physical therapy
2644 910.00 01/03/2024 Legal - Deposition, Title,
2645 503.75 01/03/2024 Applicant's Medical
2646 105.00 01/03/2024 Legal - All other fees
2646 35.00 01/03/2024 Legal - Attorney's Fee
2646 35.00 01/03/2024 Legal - All other fees
2647 503.75 01/03/2024 Medical evaluation payment
2648 3,743.00 01/04/2024 Legal - Attorney's Fee
2649 21.38 01/04/2024 Physician Visits
2650 507.50 01/04/2024 Legal - Attorney's Fee
2650 787.50 01/04/2024 Legal - Attorney's Fee
2651 131.30 01/04/2024 Legal - Expenses including
2652 1,301.20 01/04/2024 Pharmacy
2653 45.56 01/04/2024 Claimants mileage
2654 580.00 01/05/2024 Permanent Partial
2655 580.00 01/05/2024 Permanent Partial
2656 205.02 01/05/2024 Physician Visits
2657 35.51 01/05/2024 Claimants mileage
2658 275.99 01/05/2024 Claimants mileage
2659 841.95 01/05/2024 Surgery
2660 602.50 01/05/2024 Legal - Attorney's Fee
2661 28.40 01/05/2024 Chiropractic Care
2662 134.33 01/05/2024 Physician Visits
2662 35.48 01/05/2024 Physician Visits
2663 57.65 01/05/2024 Pharmacy
2663 1,658.81 01/05/2024 Pharmacy
2664 145.49 01/05/2024 Diagnostic Testing
2665 30.12 01/05/2024 Pharmacy
2665 6.36 01/05/2024 Pharmacy
2665 142.15 01/05/2024 Pharmacy
City of Vallejo
Transaction Register
from 1/1/2024 to 1/31/2024
2665 164.68 01/05/2024 Pharmacy
2665 108.12 01/05/2024 Pharmacy
2666 198.16 01/05/2024 Transportation services other
2667 121.61 01/05/2024 Physical therapy
2667 154.54 01/05/2024 Physical therapy
2668 1,128.08 01/05/2024 Pharmacy
2669 230.00 01/08/2024 Copying medical records
2670 264.52 01/08/2024 Physician Visits
2671 157.50 01/08/2024 Legal - Attorney's Fee
2672 167.86 01/08/2024 Pharmacy
2672 1,152.79 01/08/2024 Pharmacy
2673 1,132.94 01/08/2024 Physician Visits
2674 2,380.46 01/08/2024 Temporary Total
2675 580.00 01/09/2024 Permanent Partial
2676 580.00 01/09/2024 Permanent Partial
2677 580.00 01/09/2024 Permanent Partial
2678 580.00 01/09/2024 Permanent Partial
2679 468.20 01/09/2024 Permanent Partial
2680 2,015.00 01/09/2024 Medical evaluation payment
2681 749.28 01/09/2024 Chiropractic Care
2682 195.67 01/09/2024 Physical therapy
2683 579.44 01/09/2024 Permanent Total
2684 3,717.96 01/09/2024 Durable medical equipment.
2685 167.86 01/09/2024 Pharmacy
2686 22.80 01/09/2024 Diagnostic Testing
2687 880.00 01/09/2024 Legal - Attorney's Fee
2688 40.00 01/09/2024 Copying medical records
2689 438.80 01/10/2024 Physician Visits
2690 1,316.25 01/10/2024 Medical evaluation payment
2691 335.46 01/10/2024 Surgery
2692 148.28 01/10/2024 All medical treatment other
2692 266.71 01/10/2024 Physician Visits
2692 437.54 01/10/2024 Physician Visits
2693 580.00 01/10/2024 Permanent Partial
2694 138.71 01/10/2024 Physical therapy
2694 138.71 01/10/2024 Physical therapy
2695 193.63 01/11/2024 Physician Visits
2696 143.00 01/11/2024 Physical therapy
2696 143.00 01/11/2024 Physical therapy
2697 2,133.44 01/11/2024 Death benefit - all states
2698 580.00 01/11/2024 Permanent Partial
2699 264.91 01/11/2024 Physician Visits
2700 265.64 01/11/2024 Physician Visits
2701 11.51 01/11/2024 Diagnostic Testing
2702 27.18 01/11/2024 Chiropractic Care
2703 47.94 01/11/2024 Durable medical equipment.
2704 767.00 01/11/2024 Physician Visits
2704 575.25 01/11/2024 Physician Visits
2705 153.51 01/11/2024 Chiropractic Care
2705 134.47 01/11/2024 Chiropractic Care
2706 436.80 01/11/2024 Case Management
2707 580.00 01/12/2024 Permanent Partial
2708 580.00 01/12/2024 Permanent Partial
2709 205.02 01/12/2024 Physician Visits
2710 1,152.79 01/12/2024 Pharmacy
2710 2,410.00 01/12/2024 Pharmacy
2711 236.08 01/12/2024 Pharmacy
2711 81.14 01/12/2024 Pharmacy
2712 123.83 01/15/2024 Physical therapy
2713 190.52 01/15/2024 Physical therapy
2713 190.52 01/15/2024 Physical therapy
2713 153.70 01/15/2024 Physical therapy
2713 188.39 01/15/2024 Physical therapy
2713 190.52 01/15/2024 Physical therapy
2713 190.52 01/15/2024 Physical therapy
2713 190.52 01/15/2024 Physical therapy
2713 190.52 01/15/2024 Physical therapy
2713 183.24 01/15/2024 Physical therapy
2714 181.25 01/15/2024 Diagnostic Testing
2714 396.02 01/15/2024 Diagnostic Testing
2714 577.27 01/15/2024 Diagnostic Testing
2714 145.96 01/15/2024 Diagnostic Testing
2714 505.66 01/15/2024 Physician Visits
2714 396.02 01/15/2024 Diagnostic Testing
2714 378.15 01/15/2024 OutPatient Hospital &
2715 105.00 01/15/2024 Legal - Attorney's Fee
2716 160.00 01/15/2024 All medical treatment other
2717 84.51 01/15/2024 Pharmacy
2718 11.40 01/15/2024 Diagnostic Testing
2719 580.00 01/15/2024 Permanent Partial
2720 2,811.05 01/15/2024 Medical evaluation payment
2721 562.96 01/15/2024 Physician Visits
2721 201.80 01/15/2024 Physician Visits
2721 99.65 01/15/2024 Physician Visits
2721 104.22 01/15/2024 Physician Visits
2721 99.65 01/15/2024 Physician Visits
2721 155.57 01/15/2024 Physician Visits
2721 13.00 01/15/2024 Physician Visits
2721 75.00 01/15/2024 Physician Visits
2721 281.48 01/15/2024 Physician Visits
2722 6.89 01/15/2024 Pharmacy
2722 192.05 01/15/2024 Pharmacy
2722 12.35 01/15/2024 Pharmacy
2722 43.75 01/15/2024 Pharmacy
2722 32.01 01/15/2024 Pharmacy
2723 580.00 01/15/2024 Permanent Partial
2724 580.00 01/15/2024 Permanent Partial
2725 138.71 01/15/2024 Physical therapy
2726 2,163.05 01/16/2024 Physician Visits
2726 443.13 01/16/2024 Claimants mileage
2727 235.20 01/16/2024 Case Management
2728 342.15 01/16/2024 Legal - All other fees
2729 418.00 01/16/2024 Legal - Attorney's Fee
2729 532.00 01/16/2024 Legal - Attorney's Fee
2729 456.00 01/16/2024 Legal - Attorney's Fee
2729 228.00 01/16/2024 Legal - Attorney's Fee
2730 580.00 01/17/2024 Permanent Partial
2731 580.00 01/17/2024 Permanent Partial
2732 1,068.95 01/17/2024 Legal - Attorney's Fee
2732 684.65 01/17/2024 Legal - Attorney's Fee
2732 399.30 01/17/2024 Legal - Attorney's Fee
2732 627.00 01/17/2024 Legal - Attorney's Fee
2732 247.00 01/17/2024 Legal - Attorney's Fee
2732 513.00 01/17/2024 Legal - Attorney's Fee
2733 333.05 01/17/2024 Legal - Attorney's Fee
2734 138.71 01/18/2024 Physical therapy
2735 3,238.30 01/18/2024 Temporary Total
2736 6,476.60 01/18/2024 Temporary Total
2737 580.00 01/19/2024 Permanent Partial
2738 138.71 01/19/2024 Physical therapy
2739 835.31 01/19/2024 Legal - Expenses including
2739 159.25 01/19/2024 Legal - Expenses including
2739 185.00 01/19/2024 Copying medical records
2740 220.50 01/19/2024 Case Management
2740 231.00 01/19/2024 Utilization review - CA
2740 178.50 01/19/2024 Utilization review - CA
2740 2,005.91 01/19/2024 Investigation - Subrosa2740 772.71 01/19/2024 Case Management 2741 580.00 01/22/2024 Permanent Partial
2742 580.00 01/22/2024 Permanent Partial
2743 580.00 01/23/2024 Permanent Partial
2744 579.44 01/23/2024 Permanent Total
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 12.79 01/23/2024 Bill Review Fee LAE
2745 300.00 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 300.00 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 24.22 01/23/2024 Bill Review Fee LAE
2745 300.00 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 9.33 01/23/2024 Bill Review Fee LAE
2745 457.93 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 314.26 01/23/2024 Bill Review Fee LAE
2745 12.79 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 11.78 01/23/2024 Bill Review Fee LAE
2745 30.92 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 11.41 01/23/2024 Bill Review Fee LAE
2745 12.79 01/23/2024 Bill Review Fee LAE
2745 58.71 01/23/2024 Bill Review Fee LAE
2745 15.12 01/23/2024 Bill Review Fee LAE
2745 749.64 01/23/2024 Bill Review Fee LAE
2745 11.54 01/23/2024 Bill Review Fee LAE
2745 12.79 01/23/2024 Bill Review Fee LAE
2745 5.00 01/23/2024 Bill Review Fee LAE
2745 300.00 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 12.79 01/23/2024 Bill Review Fee LAE
2745 30.92 01/23/2024 Bill Review Fee LAE
2745 28.55 01/23/2024 Bill Review Fee LAE
2745 9.33 01/23/2024 Bill Review Fee LAE
2745 25.86 01/23/2024 Bill Review Fee LAE
2745 12.79 01/23/2024 Bill Review Fee LAE
2745 11.78 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 12.79 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 30.92 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 11.41 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 5.00 01/23/2024 Bill Review Fee LAE
2745 300.00 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 316.73 01/23/2024 Bill Review Fee LAE
2745 304.44 01/23/2024 Bill Review Fee LAE
2745 22.00 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 26.11 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 45.06 01/23/2024 Bill Review Fee LAE
2745 11.75 01/23/2024 Bill Review Fee LAE
2745 45.93 01/23/2024 Bill Review Fee LAE
2745 11.16 01/23/2024 Bill Review Fee LAE
2745 55.33 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 32.40 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 66.68 01/23/2024 Bill Review Fee LAE
2745 10.26 01/23/2024 Bill Review Fee LAE
2745 24.22 01/23/2024 Bill Review Fee LAE
2745 8.50 01/23/2024 Bill Review Fee LAE
2745 10.32 01/23/2024 Bill Review Fee LAE
2746 468.20 01/23/2024 Permanent Partial
2747 248.57 01/23/2024 Permanent Partial
2748 2,250.00 01/23/2024
2749 52.38 01/23/2024
2749 1,570.06 01/23/2024
2750 7.37 01/23/2024
2751 580.00 01/24/2024 Permanent Partial
2752 580.00 01/24/2024 Permanent Partial
2753 2,380.46 01/24/2024 Temporary Total
2754 522.91 01/25/2024 OutPatient Hospital &
2755 134.56 01/25/2024 Physician Visits
2755 183.29 01/25/2024 Physician Visits
2755 189.72 01/25/2024 Physician Visits
2755 189.72 01/25/2024 Physician Visits
2755 189.72 01/25/2024 Physician Visits
2755 177.71 01/25/2024 Physician Visits
2756 650.00 01/25/2024 Medical evaluation payment
2757 153.70 01/25/2024 Physical therapy
2757 190.52 01/25/2024 Physical therapy
2757 197.80 01/25/2024 Physical therapy
2757 197.80 01/25/2024 Physical therapy
2758 176.23 01/25/2024 Physician Visits
2758 176.23 01/25/2024 Physician Visits
2758 176.23 01/25/2024 Physician Visits
2758 176.23 01/25/2024 Physician Visits
2758 200.77 01/25/2024 Physician Visits
2758 96.13 01/25/2024 Physician Visits
2758 229.43 01/25/2024 Physician Visits
2758 207.07 01/25/2024 Physician Visits
2758 176.23 01/25/2024 Physician Visits
2758 229.43 01/25/2024 Physician Visits
2758 318.25 01/25/2024 Physician Visits
2758 176.23 01/25/2024 Physician Visits
2758 176.23 01/25/2024 Physician Visits
2758 169.35 01/25/2024 Physician Visits
2758 169.35 01/25/2024 Physician Visits
2759 151.47 01/25/2024 Surgery
2760 633.43 01/25/2024 OutPatient Hospital &
2760 396.02 01/25/2024 Diagnostic Testing
2760 484.61 01/25/2024 Hospital Services - InPatient
2761 106.45 01/25/2024 Physician Visits
2762 2,105.04 01/25/2024 Physical therapy
2763 27.18 01/25/2024 Chiropractic Care
2764 588.42 01/25/2024 Diagnostic Testing
2765 159.35 01/25/2024 Physician Visits
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2766 5.00 01/25/2024 Bill Review Fee LAE
2767 145.49 01/25/2024 Physician Visits
2768 160.33 01/25/2024 Physician Visits
2769 342.63 01/25/2024 Physician Visits
2769 197.23 01/25/2024 Physical therapy
2769 98.45 01/25/2024 Diagnostic Testing
2769 107.52 01/25/2024 Physician Visits
2769 116.07 01/25/2024 Physician Visits
2769 99.65 01/25/2024 Physician Visits
2769 143.24 01/25/2024 Physician Visits
2769 342.63 01/25/2024 Physician Visits
2769 201.80 01/25/2024 Physician Visits
2769 281.48 01/25/2024 Physician Visits
2769 16.52 01/25/2024 Diagnostic Testing
2769 107.52 01/25/2024 Diagnostic Testing
2770 63.00 01/25/2024 Physician Visits
2771 2,133.44 01/25/2024 Death benefit - all states
2772 580.00 01/25/2024 Permanent Partial
2773 580.00 01/25/2024 Permanent Partial
2774 580.00 01/26/2024 Permanent Partial
2775 580.00 01/26/2024 Permanent Partial
2776 626.95 01/26/2024 All medical treatment other
2777 580.00 01/29/2024 Permanent Partial
2778 580.00 01/29/2024 Permanent Partial
2779 580.00 01/29/2024 Permanent Partial
2780 910.00 01/29/2024 Legal - Deposition, Title,
2781 182.45 01/29/2024 Physician Visits
2782 141.17 01/29/2024 Physician Visits
2783 52.50 01/29/2024 Claimants mileage
2784 35.48 01/29/2024 Physician Visits
2784 35.48 01/29/2024 Physician Visits
2784 35.48 01/29/2024 Physician Visits
2785 165.51 01/29/2024 Physician Visits
2785 854.50 01/29/2024 Physician Visits
2786 174.23 01/29/2024 Claimants mileage
2787 36.24 01/29/2024 Physical therapy
2787 329.72 01/29/2024 Physical therapy
2788 580.00 01/30/2024 Permanent Partial
2789 580.00 01/30/2024 Permanent Partial
2790 68.53 01/30/2024 Physical therapy
2791 264.52 01/30/2024 Physician Visits
2792 264.91 01/30/2024 Physician Visits
2793 227.50 01/30/2024 Legal - Attorney's Fee
2793 122.50 01/30/2024 Legal - All other fees
2794 658.30 01/30/2024 Transportation services other
2795 998.10 01/30/2024 Legal - Attorney's Fee
2796 21.00 01/30/2024 Misc Allocated Expense - All
2796 21.00 01/30/2024 Misc Allocated Expense - All
2796 21.00 01/30/2024 Misc Allocated Expense - All
2796 21.00 01/30/2024 Misc Allocated Expense - All
2796 21.00 01/30/2024 Misc Allocated Expense - All
2797 185.26 01/31/2024 Physical therapy
2797 198.54 01/31/2024 Physical therapy
2798 28.40 01/31/2024 Chiropractic Care
2799 250.86 01/31/2024 Hospital Services - InPatient
2800 57.62 01/31/2024 Claimants mileage
2801 81.21 01/31/2024 Pharmacy
131,770.80
Document Number Allocation Amount Date Paid Payee Name
12954 $11,205.00 01/02/2024 Angelo, Kilday & Kilduff
12955 $14,090.14 01/02/2024 Best Best & Krieger Attorney at Law 12956 $10,305.50 01/02/2024 J.S. Held LLC
12957 $17,004.00 01/02/2024 White Brenner LLP
12958 $37,500.00 01/03/2024 Case Law, Ltd.
12959 $18.82 01/04/2024 Sedgwick Indexing
12960 $60,000.00 01/10/2024 Law Offices of Lawrence A. Strick 12961 $146,516.42 01/11/2024 Colantuono, Highsmith & Whatley, PC 12962 $18.82 01/11/2024 Sedgwick Indexing
12962 $18.82 01/11/2024 Sedgwick Indexing
12962 $18.82 01/11/2024 Sedgwick Indexing
12963 $500.00 01/12/2024 Michael Jones
12964 $13,534.87 01/12/2024 Edward Obayashi
12965 $25,500.00 01/16/2024 Genesis House, Inc.
12966 $9,991.50 01/18/2024 Angelo, Kilday & Kilduff
12967 $665.20 01/18/2024 Atkinson-Baker, a Veritext Company 12968 $49.95 01/18/2024 Nationwide Legal Express, Llc
12969 $18.82 01/18/2024 Sedgwick Indexing
12969 $18.82 01/18/2024 Sedgwick Indexing
12969 $18.82 01/18/2024 Sedgwick Indexing
12970 $5,024.00 01/18/2024 White Brenner LLP
12971 $529.00 01/19/2024 Allen, Glaessner, Hazelwood & Werth, LLP 12972 $414.00 01/19/2024 Allen, Glaessner, Hazelwood & Werth, LLP 12973 $2,770.37 01/19/2024 Allen, Glaessner, Hazelwood & Werth, LLP 12974 $3,528.50 01/19/2024 Allen, Glaessner, Hazelwood & Werth, LLP 12975 $1,796.42 01/19/2024 Allen, Glaessner, Hazelwood & Werth, LLP 12976 $17,995.00 01/24/2024 Revver, Inc.
12977 $4,180.19 01/25/2024 Farmers Insurance a/s/o Gary Russo 12978 $150.00 01/25/2024 Solano County Superior Court
$383,381.80
City of Vallejo (Liability)
Check Register
Paid Date from 1/1/24 to 1/31/24 as of 1/30/24
Sedgwick Copyright © 2024 All rights reserved. This document is provided for informational purposes only.

ATTACHMENT I

AFFIDAVIT OF FINANCE DIRECTOR
I hereby certify that the attached Check Register(s) conform to the City’s approved budget and thatfunds were availableforpaymentatthetimeofpaymentwas made.

Date:
__________
Rekha Na
Finance Director
Enclosures:

Check Register(s) Dated:

January 3 ,2024 $ 1,940,617.31
January 10 ,2024 $ 1,594,567.87
January 17 ,2024 $3,130,116.60January 24,2024 $ 953,446.31 January 31 ,2024 $ 1,060,401.88
Total: $ 8,679,149.97
CONSENT CALENDAR 8.D.

DATE: March 26, 2024
TO: Mayor and Members of the City Council
FROM: Melissa Tigbao, P.E. Public Works Director
Dan Sequeira, P.E., Assistant Public Works Director / City Engineer SUBJECT: ADOPT A RESOLUTION APPROVING THE LIST OF ROAD MAINTENANCE AND REHABILITATION PROJECTS TO BE FUNDED BY SB1 IN FISCAL YEAR 2024-25 AND

FINDING THE ACTION EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) PURSUANT TO SECTION 15301(c) OF THE CEQA GUIDELINES -

EXISTING FACILITIES

RECOMMENDATION
Adopt a Resolution approving the list of road maintenance and rehabilitation projects to be funded by SB1 in fiscal year 2024-25 and finding the action exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301(c) of the CEQA Guidelines - Existing Facilities.

REASONS FOR RECOMMENDATION
A primary condition of the SB1 Gas Tax for local streets and roads repair is complete transparency and accountability of the fund used by the local community. The City of Vallejo's goal is to add the upcoming fiscal year's planned SB1 funded projects to the five-year Capital Improvement Program (CIP) list of projects utilizing this additional road maintenance revenue.

BACKGROUND AND DISCUSSION
On April 28, 2017, Governor Brown signed Senate Bill No.1 (SB1), the Road Repair and Accountability Act of 2017 (Chapter 5 Statues of 2017), to address the significant multi-modal transportation funding shortfalls statewide by increasing the per gallon fuel excise tax charged at the point of purchase. On November 6, 2018, the citizens of the State of California voted to keep SB1 funding in place.

SB1 is intended to fund critical road maintenance, rehabilitation, and transportation safety projects on both state highways and local streets and roads. Based on the State Department of Finance's statewide revenue projections as of January 2024, the City of Vallejo is expected to receive $3,219,288 from SB1 and $3,467,440 from Highway User Tax Account (gas tax) revenues in fiscal year 2024-25. Disbursements will begin in August 2024.

Purpose
SB1 and other gas tax revenue may be used for the following purposes:
• Road Maintenance and Rehabilitation
• Safety Projects
• Railroad Grade Separations
• Complete Street Components
Additionally, whenever possible and when cost-effective, recipients are asked to consider:

Date: March 26, 2024
Subject: ADOPT A RESOLUTION APPROVING THE LIST OF ROAD MAINTENANCE AND REHABILITATION PROJECTS TO BE FUNDED BY SB1 IN FISCAL YEAR 2024-25

AND FINDING THE ACTION EXEMPT FROM THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT (CEQA) PURSUANT TO SECTION 15301(c) OF

THE CEQA GUIDELINES - EXISTING FACILITIES

Page 2 ends

• Technologies and material recycling which will lower greenhouse gas emissions • Electric and autonomous vehicle infrastructure
• Impacts from climate change and resiliency to impacts from fires, floods, and sea level rise • Complete Street components which improve bicycle and pedestrian facilities Requirements
Each agency receiving funding is required to provide a list of projects proposed to be funded with the new disbursements pursuant to an adopted budget. This report to the City Council serves that purpose and will ensure the City's compliance to receive its FY 2024-25 funding allocation.

SB1 emphasizes accountability and transparency, and encourages the list of funded projects to include a nontechnical description written in a manner to allow the main objectives of the project to be clearly and easily understood by the public. Additional information is required, such as why the projects are high-priority and where the projects are located. The project descriptions must also include a proposed schedule for completion and an estimated useful life of the improvements. The Capital Improvement Project Sheets and their attachments include this information.

Another critical requirement of SB1 is that each city or county recipient continues to maintain a certain "level of effort" for street projects funded by the General Fund. The State requires that the City match the "Maintenance of Effort" (MOE), which is the average of the amount of General Fund, monies spent on these projects in FY's 2009-10, 2010-11, and 2011-12. The City of Vallejo has an average MOE for these years of $905,103, which the City will continue to maintain through SB1 implementation.

The City used a Pavement Management System to develop the SB1 project list to ensure revenues are being used on the most high-priority and cost-effective projects that also meet the community’s priorities for transportation investment. The 2018 California Statewide Local Streets and Roads Needs Assessment found that the City’s streets and roads are in a “poor” condition and this revenue will help us increase the overall quality of our road system to bring our streets and roads into a “fair” condition over the next decade. The SB1 project list and overall investment in our local streets and roads infrastructure with a focus on basic maintenance and safety, investing in complete streets infrastructure, and using cutting-edge technology, materials and practices, will have significant positive benefits to our community and to the State.

Schedule
Each year, the City must prepare and submit the list of projects to be funded with SB1 Gas Tax funds to the California Transportation Commission (Commission). The deadlines for reporting these projects for the subsequent completed project reports are listed below:

May 1, 2024 Fiscal Year Project List due to Commission
August 2024 FY 2024-25 Disbursement Begins
October 2024 Completed FY 2023-24 Project Report due to Commission Proposed Projects
The projects the City proposed to utilize SB1 Gas Tax funds in FY 2024-25 are as follows:

Date: March 26, 2024
Subject: ADOPT A RESOLUTION APPROVING THE LIST OF ROAD MAINTENANCE AND REHABILITATION PROJECTS TO BE FUNDED BY SB1 IN FISCAL YEAR 2024-25

AND FINDING THE ACTION EXEMPT FROM THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT (CEQA) PURSUANT TO SECTION 15301(c) OF

THE CEQA GUIDELINES - EXISTING FACILITIES

Page 3 ends

Project Title: American with Disabilities Act (ADA) Sidewalk Shaving (PW9415) Project Description: This project is to improve sidewalks throughout the City to ensure the sidewalks are in compliance with the ADA.

Project Location: throughout Vallejo, CA
Estimated Project Schedule: 07/2024 -- 6/2025
Estimated Project Useful Life: 30 years
Project Title: Traffic Calming Program (PW9417)
Project Description: This project includes a Traffic Calming Toolbox which is used for the program to improve safety for motorists, pedestrians, and cyclists with a catalog of strategies (physical design and other measures) to calm traffic.

Project Location: throughout Vallejo, CA
Estimated Project Schedule: 7/2024 -- 6/2025
Estimated Project Useful Life: 30 years
Project Title: Springs Road Improvements (PW9703)
Project Description: Pavement rehabilitation, sidewalk, curb & gutter improvements, installation of ADAcompliant curb ramps Project Location: Springs Road between Humboldt Street/Miller Avenue and Maywood Drive, Vallejo, CA Estimated Project Schedule: 7/2020 -- 6/2025
Estimated Project Useful Life: 30 years
Project Title: ADA Curb Ramps (PW9705)
Project Description: Installation of ADA-compliant curb ramps throughout the City Project Location: throughout Vallejo, CA
Estimated Project Schedule: 7/2024 -- 6/2025
Estimated Project Useful Life: 30 years
Project Title: Highway Safety Improvement Program (HSIP) Cycle 10 Pedestrian Crossing 17 Locations (PW9709)
Project Description: Install high-visibility crosswalks, advanced warning signs and ADA-compliant ramps near a few elementary schools where an increase in pedestrian awareness was needed to improve safety at pedestrian crossings.

Project Location: 1. Georgia at Fernwood, 2. Georgia at Rollingwood, 3. Baywood at Fernwood, 4.

Baywood at Rollingwood, 4. Daniels at Rodgers, 6. Daniels at Selfridge, 7. Mini at Whitney, 8. Mini at Corcoran, 9. Corcoran at Arrowhead, 10. Ensign at Shasta, 11. Ensign at Mariposa, 12a. Ensign at Highland, 12b. Ensign - mid-block, 13. Nebraska at Shasta, 14. Nebraska at Mariposa, 15. Nebraska - midblock, 16. Porter at Magazine, 17. Glen Cove at Regatta, Vallejo, CA Estimated Project Schedule: 07/2024 -- 6/2025
Estimated Project Useful Life: 30 years
Project Title: Sacramento Street Road Diet Phase 2 (PW9728) Project Description: This project will reduce the number of travel lanes on Sacramento Street between Tennessee Street and Frisbee Street from four lanes down to two lanes. Turning lanes and loop detectors at the traffic signals will also be rearranged.

Project Location: Sacramento Street between Tennessee Street to Frisbee Street, Vallejo, CA Estimated Project Schedule: 7/2020 -- 6/2025
Date: March 26, 2024
Subject: ADOPT A RESOLUTION APPROVING THE LIST OF ROAD MAINTENANCE AND REHABILITATION PROJECTS TO BE FUNDED BY SB1 IN FISCAL YEAR 2024-25

AND FINDING THE ACTION EXEMPT FROM THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT (CEQA) PURSUANT TO SECTION 15301(c) OF

THE CEQA GUIDELINES - EXISTING FACILITIES

Page 4 ends

Estimated Project Useful Life: 15-20 years
Project Title: Street Maintenance Staff Time (PWC109)
Project Description: Staff allocation for work on potholes, striping, and crack-sealing streets Project Location: throughout Vallejo, CA
Estimated Project Schedule: 07/2024 -- 6/2025
Estimated Project Useful Life: 5 years
Project Title: Manual on Uniform Traffic Control Devices (MUTCD) Street Sign Upgrades (PWC113) Project Description: Installation and upgrade street and traffic signage to meet new MUTCD standards.

Project Location: throughout Vallejo, CA
Estimated Project Schedule: 7/2024 -- 6/2025
Estimated Project Useful Life: 5-10 years
Project Title: Solar Streetlights (PWC114)
Project Description: Installation and upgrade streetlights to solar-powered Project Location: throughout Vallejo, CA
Estimated Project Schedule: 7/2024 -- 6/2025
Estimated Project Useful Life: 5 years
Project Title: On-Call Striping (PWC115)
Project Description: On-Call pavement striping to assist City staff Project Location: throughout Vallejo, CA
Estimated Project Schedule: 07/2024 -- 6/2025
Estimated Project Useful Life: 5 years
Reporting and Auditing
With the goal of accountability and transparency, each fiscal year the City must report to the Commission a "Completed Project Expenditure Report" which clearly articulates the public benefit from the use of these funds. This report shall include the project description, project location, the amount of funds expended, the estimated useful life of the project and shall address efforts made to reduce greenhouse gas emissions, improvements to electric and autonomous vehicle infrastructure, climate change impacts, implementation of the complete streets program, and any other statutory requirements for each project completed in the previous fiscal year.

FISCAL IMPACT
There is no fiscal impact on the General Fund associated with the approval of this item. The proposed funding and budget appropriation for the SB1 Road Maintenance Capital Project Fund (#226) will be included in the FY 2024-25 budget as follows:

SOURCE REVENUE EXPENDITURE
Date: March 26, 2024
Subject: ADOPT A RESOLUTION APPROVING THE LIST OF ROAD MAINTENANCE AND REHABILITATION PROJECTS TO BE FUNDED BY SB1 IN FISCAL YEAR 2024-25

AND FINDING THE ACTION EXEMPT FROM THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT (CEQA) PURSUANT TO SECTION 15301(c) OF

THE CEQA GUIDELINES - EXISTING FACILITIES

Page 5 ends

America Disabilities Act (ADA) Sidewalk
Shaving - PW9415
SB1 Appropriation (Fund 226)
$ 69,288 ($ 69,288)
Traffic Calming Program - PW9417
SB1 Appropriation (Fund 226)
$ 250,000 ($ 250,000)
Springs Road Improvements - PW9703
SB1 Appropriation (Fund 226)
$1,500,000 ($1,500,000)
ADA Curb Ramps - PW9705
SB1 Appropriation (Fund 226)
$ 100,000 ($ 100,000)
Highway Safety Improvement Program (HSIP)
Cycle 10 Pedestrian Crossing at 17 Locations
- PW9709
SB1 Appropriation (Fund 226)
$ 250,000 ($ 250,000)
Sacramento Street Road Diet Phase 2 -
PW9728
SB1 Appropriation (Fund 226)
$ 150,000 ($ 150,000)
Street Section Staff Time - PWC109
SB1 Appropriation (Fund 226)
$ 300,000 ($ 300,000)
Manual on Uniform Traffic Control Devices
(MUTCD) Street Sign Updates - PWC113
SB1 Appropriation (Fund 226)
$ 200,000 ($ 200,000)
Solar Street Lights - PWC114
SB1 Appropriation (Fund 226)
$ 200,000 ($ 200,000)
On-Call Striping - PWC116
SB1 Appropriation (Fund 226)
$ 200,000 ($ 200,000)
TOTAL SB1 APPROPRIATION $3,219,288 ($3,219,288)

ENVIRONMENTAL REVIEW
This action is exempt from environmental review under the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15301(c), Existing Facilities, for the maintenance and rehabilitation of existing highways and streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities (this includes road grading for the purpose of public safety), and other alterations such as the addition of bicycle facilities, including but not limited to bicycle parking, bicycle-share facilities and bicycle lanes, transit improvements such as bus lanes, pedestrian crossings, street trees, and other similar alterations that do not Date: March 26, 2024
Subject: ADOPT A RESOLUTION APPROVING THE LIST OF ROAD MAINTENANCE AND REHABILITATION PROJECTS TO BE FUNDED BY SB1 IN FISCAL YEAR 2024-25

AND FINDING THE ACTION EXEMPT FROM THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT (CEQA) PURSUANT TO SECTION 15301(c) OF

THE CEQA GUIDELINES - EXISTING FACILITIES

Page 6 ends

create additional travel lanes.

ATTACHMENTS

1. RESO SB1 FY24-25 Project List_CAO Stamp

CONTACT
Melissa Tigbao, P.E. Public Works Director (707) 648-4433 [email protected]
RESOLUTION NO. 24-______ N.C.

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VALLEJO APPROVING THE LIST OF ROAD MAINTENANCE AND REHABILITATION PROJECTS TO BE FUNDED BY SB1 IN FISCAL YEAR 2024-25 AND FINDING THE ACTION EXEMPT UNDER THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) PURSUANT TO SECTION 15301(c) OF THE

CEQA GUIDELINES - EXISTING FACILITIES
WHEREAS, Senate Bill No.1 (SB1), the Road Repair and Accountability Act of 2017 (Chapter 5, Statutes of 2017) was signed into law by the Governor in April 2017 to address the significant multimodal transportation funding shortfalls statewide by increasing the per gallon fuel excise tax charged at the point of purchase. The citizens of the State of California, on November 6, 2018, voted to keep SB1 funding in place; and
WHEREAS, the City will receive an estimated $3,219,288 in Road Maintenance and Rehabilitation Account (RMRA) funding in Fiscal Year 2024-25 from SB1; and WHEREAS, SB1 is intended to fund critical road maintenance, rehabilitation, and transportation safety projects on both state highways and local streets and roads; and WHEREAS, whenever possible and when cost-effective, recipients are asked to consider technologies and material recycling which will lower greenhouse gas emissions, electric and autonomous vehicle infrastructure, impacts from climate change and resiliency to impacts from fires, floods, and sea level rise, and Complete Streets elements which improve bicycle and pedestrian facilities; and
WHEREAS, the City must adopt by resolution a list of projects proposed to receive fiscal year funding from the RMRA created by SB1, which list must include a description and the location of each proposed project, a proposed schedule for the project’s completion, and the estimated useful life of the improvement; and
WHEREAS, SB1 emphasizes accountability and transparency, and encourages the list of funded projects to include a non-technical description written in a manner to allow the main objectives of the project to be clearly and easily understood by the public. Additional information is required, such as why the projects are high-priority and where the projects are located. The project descriptions must also include a proposed schedule for completion and an estimated useful life of the improvements; and
WHEREAS, the State requires that the City match the "Maintenance of Effort" *MOE), which is the average of the amount of General Fund monies spent on these projects in the fiscal years 2009-10, 2010-11, and 2011-12. The average MOE for these three fiscal years is $905,103; and WHEREAS, a Pavement Management System was used to develop the SB1 project list for fiscal year 2024-2025 to ensure revenues are being used on the most high-priority and cost-effective projects that also meet the community’s priorities for transportation investment; and WHEREAS, the 2018 California Statewide Local Streets and Roads Needs Assessment found that the City’s streets and roads are in a “poor” condition and this revenue will help us increase the overall quality of our road system to bring our streets and roads into a “fair” condition over the next decade; and
WHEREAS, the SB1 project list focuses on basic maintenance and safety, complete streets infrastructure, and will employ cutting-edge technology, materials and practices to have significant positive benefits to our community and the State.

NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Vallejo, State of California, as follows:

1. The foregoing recitals are true and correct.

2. This action is exempt from environmental review under the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines section 15301(c) because the projects proposed to be funded in 2024-25 are for the maintenance and repair of existing highways and streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities (this includes road grading for the purpose of public safety), and other alterations such as the addition of bicycle facilities, including but not limited to bicycle parking, bicycle-share facilities and bicycle lanes, transit improvements such as bus lanes, pedestrian crossings, street trees, and other similar alterations that do not create additional automobile lanes.

3. The following projects to be funded with SB1 revenue in fiscal year 2024-25 is hereby approved:

Project Title: American with Disabilities Act (ADA) Sidewalk Shaving (PW9415) Project Description: This project is to improve sidewalks throughout the City to ensure the sidewalks are in compliance with the ADA.

Project Location: throughout Vallejo, CA
Estimated Project Amount: $69,288
Estimated Project Schedule: 07/2024 -- 6/2025
Estimated Project Useful Life: 30 years
Project Title: Traffic Calming Program (PW9417)
Project Description: This project includes a Traffic Calming Toolbox which is used for the program to improve safety for motorists, pedestrians, and cyclists with a catalog of strategies (physical design and other measures) to calm traffic.

Project Location: throughout Vallejo, CA
Estimated Project Amount: $250,000
Estimated Project Schedule: 7/2024 -- 6/2025
Estimated Project Useful Life: 30 years
Project Title: Springs Road Improvements (PW9703)
Project Description: Pavement rehabilitation, sidewalk, curb & gutter improvements, installation of ADA-compliant curb ramps
Project Location: Springs Road between Humboldt Street/Miller Avenue and Maywood Drive, Vallejo, CA
Estimated Project Amount: $1,500,000
Estimated Project Schedule: 7/2020 -- 6/2025
Estimated Project Useful Life: 30 years
Project Title: ADA Curb Ramps (PW9705)
Project Description: Installation of ADA-compliant curb ramps throughout the City Project Location: throughout Vallejo, CA
Estimated Project Amount: $100,000
Estimated Project Schedule: 7/2024 -- 6/2025
Estimated Project Useful Life: 30 years
Project Title: Highway Safety Improvement Program (HSIP) Cycle 10 Pedestrian Crossing 17 Locations (PW9709)
Project Description: Install high-visibility crosswalks, advanced warning signs and ADA-compliant ramps near a few elementary schools where an increase in pedestrian awareness was needed to improve safety at pedestrian crossings.

Project Location: 1. Georgia at Fernwood, 2. Georgia at Rollingwood, 3. Baywood at Fernwood, 4. Baywood at Rollingwood, 4. Daniels at Rodgers, 6. Daniels at Selfridge,

7. Mini at Whitney, 8. Mini at Corcoran, 9. Corcoran at Arrowhead, 10. Ensign at Shasta, 11. Ensign at Mariposa, 12a. Ensign at Highland, 12b. Ensign - mid-block, 13.

Nebraska at Shasta, 14. Nebraska at Mariposa, 15. Nebraska - mid-block, 16. Porter at Magazine, 17. Glen Cove at Regatta, Vallejo, CA
Estimated Project Amount: $250,000
Estimated Project Schedule: 07/2024 -- 6/2025
Estimated Project Useful Life: 30 years
Project Title: Sacramento Street Road Diet Phase 2 (PW9728) Project Description: This project will reduce the number of travel lanes on Sacramento Street between Tennessee Street and Frisbee Street from four lanes down to two lanes. Turning lanes and loop detectors at the traffic signals will also be rearranged
Project Location: Sacramento Street between Tennessee Street to Frisbee Street, Vallejo, CA
Estimated Project Amount: $150,000
Estimated Project Schedule: 7/2020 -- 6/2025
Estimated Project Useful Life: 15-20 years
Project Title: Street Section Staff Time (PWC109)
Project Description: Staff allocation for work on potholes, striping, and crack-sealing streets
Project Location: throughout Vallejo, CA
Estimated Project Amount: $300,000
Estimated Project Schedule: 07/2024 -- 6/2025
Estimated Project Useful Life: 5 years
Project Title: Manual on Uniform Traffic Control Devices (MUTCD) Street Sign Upgrades (PWC113)
Project Description: Installation and upgrade street and traffic signage to meet new Manual on Uniform Traffic Control Devices (MUTCD) standards.

Project Location: throughout Vallejo, CA
Estimated Project Amount: $200,000
Estimated Project Schedule: 7/2024 -- 6/2025
Estimated Project Useful Life: 5-10 years
Project Title: Solar Streetlights (PWC114)
Project Description: Installation and upgrade streetlights to solar powered Project Location: throughout Vallejo, CA
Estimated Project Amount: $200,000
Estimated Project Schedule: 7/2024 -- 6/2025
Estimated Project Useful Life: 5 years
Project Title: On-Call Striping (PWC115)
Project Description: On-Call pavement striping to assist City staff Project Location: throughout Vallejo, CA
Estimated Project Amount: $200,000
Estimated Project Schedule: 07/2024 -- 6/2025
Estimated Project Useful Life: 5 years
ADOPTED BY THE CITY COUNCIL OF THE CITY OF VALLEJO at a regular meeting held on March 26, 2024, with the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN
ATTEST
ROBERT H. MCCONNELL, MAYOR
DAWN G. ABRAHAMSON, CITY CLERK
CONSENT CALENDAR 8.E.

DATE: March 26, 2024
TO: Mayor and Members of the City Council
FROM: Melissa Tigbao, P.E., Public Works Director
Oscar Alcantar, Assistant Public Works Director/Maintenance SUBJECT: ADOPT A RESOLUTION AUTHORIZING THE CITY MANAGER TO PURCHASE CITY

VEHICLES AND EQUIPMENT FUNDED FOR REPLACEMENT

RECOMMENDATION
Adopt a Resolution authorizing the City Manager to purchase fleet units funded for replacement from specified vendors.

REASONS FOR RECOMMENDATION
Per Section 3.20.050.C. of the Vallejo Municipal Code, contracts in excess of $100,000 require City Council approval. Multiple contracts in excess of $100,000 are needed in order to procure fleet units previously approved for replacement.

BACKGROUND AND DISCUSSION
On June 13, 2023, the City Council adopted Resolution No. 23-093 approving the purchase of one 10-wheeler dump truck (Unit 338) during the 2022-2023 fiscal year at a price of $250,000 and Resolution No. 23-097 approving the purchase of a street sweeper (Unit 334) during the 2023-2024 fiscal year at a price of $250,000. These two units have yet to be purchased and the Public Works Department intends to order these units in this fiscal year 2023-2024. (See Attachments 3 and 4, respectively.)
Pursuant to Section 3.20.090.A.7 of the Vallejo Municipal Code (VMC), when purchases are made through a cooperative or another public agency purchasing agreement, they are exempt from competitive purchasing requirements. Staff is proposing that the 10-wheeler dump truck (Unit 338) be purchased from 72 Hour LLC dba National Auto Fleet Group, in the approximate amount of $275,000, through a cooperative agreement with Sourcewell, a service cooperative created by the State of Minnesota legislature that provides cooperative purchasing to public agencies within the United States. (Attachment 1.) Staff is proposing that the street sweeper (Unit 334) be purchased from Tymco, Inc., in the approximate amount of $385,000, through a cooperative agreement with Houston-Galveston Area Council (H-GAC), a political subdivision of the State of Texas that provides cooperative purchasing to government entities within the United States. (Attachment 2.)
Pursuant to Section 3.20.050.C of the Vallejo Municipal Code (VMC), contracts in excess of $100,000 must be approved by the City Council.

The Public Works Maintenance Division previously informed the City Council that Unit 338, the 10-wheeler dump truck, and Unit 334, the street sweeper, would each cost approximately $250,000; however, the actual price of Unit 338 will be $275,000, including contingency, and the actual price of Unit 334 will be $385,000, including contingency.

Approval of these fleet vehicle purchases is within the Council-approved budget for vehicle fleet replacements, but the amount of available contingency money within the Fleet Replacement Fund (#502) will be reduced by a total amount of $160,000.

Date: March 26, 2024
Subject: ADOPT A RESOLUTION AUTHORIZING THE CITY MANAGER TO PURCHASE CITY

VEHICLES AND EQUIPMENT FUNDED FOR REPLACEMENT

Page 2 ends

FISCAL IMPACT
The planned purchases are within the Council-approved budget limits of the Fleet Replacement Fund, but the amount of available contingency in Fund #502 will be reduced by $160,000.

ENVIRONMENTAL REVIEW
This action is exempt from the California Environmental Quality Act (CEQA) because it is not a project which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, pursuant to CEQA Guideline section 15378.

ATTACHMENTS

1. Resolution - FY 23-24 Purchase of Fleet Units 334 and 338_CAO Stamp

2. Att. 1 - 72 Hour_NAFG_Coop Purchasing Agreement_3.26.24_CAO Stamp

3. Att. 2 - Tymco_COOP Purchase Agreement_3.26.24_CAO Stamp

4. Att. 3 - Reso No. 23-093 Purchase City Vehicles and Equipment (loan funded)

5. Att. 4 - Reso No. 23-097 Fleet Purchases FY 23-24

CONTACT
Melissa Tigbao, P.E., Public Works Director (707) 648-4433 [email protected]
RESOLUTION NO. 24-_____

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VALLEJO AUTHORIZING THE CITY

MANAGER TO PURCHASE CITY VEHICLES AND EQUIPMENT

FUNDED FOR REPLACEMENT
WHEREAS, on June 13, 2023, the City Council adopted Resolution No. 23-093 approving the purchase of one 10-wheeler dump truck (Unit 338), among other fleet vehicles, during the 2022-2023 fiscal year at a price of $250,000; and
WHEREAS, also on June 13, 2023, the City Council adopted Resolution No. 23-097 approving the purchase of a street sweeper (Unit 334), among other fleet vehicles, during the 2023-2024 fiscal year at a price of $250,000; and
WHEREAS, these two units have yet to be purchased and the Public Works Department intends to order these units in this fiscal year 2023-2024; and
WHEREAS, per Section 3.20.050.C. of the Vallejo Municipal Code (VMC), contracts in excess of $100,000 must be approved by City Council; and
WHEREAS, per Section 3.20.090.A.7. of the VMC, when purchases are made through a cooperative or another public agency purchasing agreement, they are exempt from competitive purchasing requirements; and
WHEREAS, staff is proposing that the 10-wheeler dump truck (Unit 338) be purchased from 72 Hour LLC dba National Auto Fleet Group, in the approximate amount of $275,000 through a cooperative agreement with Sourcewell, a service cooperative created by the State of Minnesota legislature that provides cooperative purchasing to public agencies within the United States; and WHEREAS, staff is proposing that the street sweeper (Unit 334) be purchased from Tymco, Inc., in the approximate amount of $385,000, through a cooperative agreement with Houston-Galveston Area Council (H-GAC), a political subdivision of the State of Texas that provides cooperative purchasing to government entities within the United States; and WHEREAS, the Public Works Maintenance Division previously informed the City Council that Unit 338 would cost approximately $250,000, but the actual price will be $275,000, including contingency; and
WHEREAS, the Public Works Maintenance Division previously informed the City Council that Unit 334 would cost approximately $250,000, but the actual price will be $385,000, including contingency; and
WHEREAS, the purchase of Unit 338 is within Council approved budget for vehicle fleet replacements, but the amount of available contingency money within the Fleet Replacement Fund (#502) will be reduced by $25,000; and
WHEREAS, the purchase of Unit 334 is within Council approved budget for vehicle fleet replacements, but the amount of available contingency money within the Fleet Replacement Fund (#502) will be reduced by $135,000.

NOW, THEREFORE BE IT RESOLVED that the City Manager is authorized to execute an agreement with National Auto Fleet Group for the purchase of Unit 338 in an amount not to exceed $275,000, including contingency, with any modifications recommended by the City Attorney, and the City Clerk to attest the signing of that agreement.

BE IT FURTHER RESOLVED that the City Manager is authorized to execute an agreement with Tymco, Inc. in an amount not to exceed $385,000, including contingency, with any modifications recommended by the City Attorney, and the City Clerk to attest to the signing of that agreement.

Adopted by the City Council of the City of Vallejo at a regular meeting held on March 26, 2024, with the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
______________________________________
ROBERT H. MCCONNELL, MAYOR
ATTEST:

______________________________________
DAWN G. ABRAHAMSON, CITY CLERK
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CITY OF VALLEJO

CO-OP PURCHASE AGREEMENT
This Co-Op Purchase Agreement ("Agreement") is made at Vallejo, California, dated for reference this 26th day of March, 2024, by and between the City of Vallejo, a municipal corporation ("City"), and 72 Hour LLC, a limited liability company dba National Auto Fleet Group (“Vendor”), who agree as follows:

1. Products. Subject to the terms and conditions set forth in this Agreement, Vendor shall provide the City products and services as specified in Exhibit A, entitled “Equipment.”

2. Payment. City shall pay Vendor for said equipment at the times and in the manner set forth in Exhibit A. The payments specified in Exhibit A shall be the only payments to be made to Vendor for the equipment sold to the City pursuant to this Agreement.

3. CO-OP Purchasing Program. Vendor has an agreement with Sourcewell, a local government unit, public corporation and public agency under the laws of the state of Minnesota to provide programs and services to government entitles. Said agreement is attached hereto as Exhibit B, entitled “NAFG-Sourcewell Agreement” and incorporated herein by this reference.

City has an agreement with Sourcewell to access Sourcewell cooperative purchasing contracts. Said Agreement is attached hereto as Exhibit C, entitled “CitySourcewell Agreement,” and incorporated herein by this reference.

4. Facilities and Parts. Vendor shall, at its sole cost and expense, furnish all facilities and parts which may be required for furnishing the products and services pursuant to this Agreement.

5. Indemnification. Vendor shall indemnify, hold harmless, and defend City, its officers, officials, directors, employees, agents, volunteers and affiliates and each of them from any and all claims, demands, causes of action, damages, costs, expenses, actual attorney’s fees, Vendor’s fees, expert fees, losses or liability, in law or in equity, of every kind and nature whatsoever arising out of or in connection with Vendor’s activities, or any subcontractor’s activities, to be performed under this agreement for Vendor’s tort negligence including active or passive, or strict negligence, including but not limited to personal injury including, but not limited to bodily injury, emotional injury, sickness or disease, or death to persons and/or damage to property of anyone, including j
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loss of use thereof, caused or alleged to be caused by any act or omission of Vendor, or any subcontractor, or anyone directly or indirectly employed by any of them or anyone for the full period of time allowed by the law, regardless to any limitation by insurance, with the exception of the sole negligence or willful misconduct of the City.

The provisions of this section shall survive the expiration or termination of this Agreement.

6. Insurance Requirements. Vendor agrees to comply with all of the Insurance Requirements set forth in Exhibit B, starting on page 11. Failure to maintain required insurance at all times shall constitute a default and material breach.

7. Accident Reports. Vendor shall immediately report (as soon as feasible, but not more than 24 hours) to the City Risk Manager any accident or other occurrence causing injury to persons or property during the performance of this Agreement. The report shall be made in writing and shall include, at a minimum: (a) the names, addresses, and telephone numbers of the persons involved, (b) the names, addresses, and telephone numbers of any known witnesses, (c) the date, time, and description of the accident or other occurrence.

8. Conflict of Interest. Vendor warrants and represents that to the best of its knowledge, there exists no actual or potential conflict between Vendor’s family, business, real property or financial interests and the materials to be provided under this Agreement.

Vendor shall comply with the City of Vallejo Conflict of Interest Code and not enter into any contract or agreement during the performance of this Agreement which will create a conflict of interest with its duties to City under this Agreement. In the event of a change in Vendor’s family, business, real property, or financial interests occurs during the term of this Agreement that creates an actual or potential conflict of interest, then Vendor shall disclose such conflict in writing to City.

9. Licenses, Permits, Etc. Vendor represents and warrants to City that all Vendor equipment and supplies shall be provided by a person or persons duly licensed by the State of California to provide the type of equipment and supplies to be provided under this Agreement.

10. Force Majeure. Neither party shall be considered in default of this Agreement to the extent performances are prevented or delayed by causes or circumstances beyond either party’s reasonable control, such as war, riots, strikes, lockouts, work slowdown or stoppage, acts of God, such as floods or earthquakes, and electrical blackouts or brownouts.

In the event that the Vendor is unable to meet the completion date or schedule of materials, Vendor shall immediately inform the City Representative of this in writing. If j
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additional time is required to perform the work, the City Representative may adjust the schedule.

11. Time is of the Essence. Time is of the essence in this Agreement. Any reference to days means calendar days, unless otherwise specifically stated.

12. Term. The term of this Agreement shall be effective December 5, 2023, and shall continue in full force and effect until December 25, 2025.

If the term of this Agreement extends into fiscal years subsequent to that in which it is approved, such continuation of the Agreement is contingent on the appropriation of funds for such purpose by the City Council of the City of Vallejo. If funds to effect such continued payment are not appropriated, Vendor agrees to terminate any materials supplied to City of Vallejo under this Agreement, and relieve City of any further obligation, therefore.

13. Termination or Abandonment by City. The City has the right, at any time and in its sole discretion, to immediately terminate this Agreement by giving notice to Vendor.

Upon receipt of a notice of termination, Vendor shall provide no further equipment or supplies except as specified in the notice. The City shall pay Vendor for equipment and supplies received in accordance with this Agreement before the date of termination.

14. Assignment and Subcontracting. Vendor shall not subcontract, assign or transfer voluntarily or involuntarily any of its rights, duties or obligation under this Agreement without the express written consent of the City Manager or his or her designee in each instance. Any attempted or purported assignment of any right, duty or obligation under this Agreement without said consent shall be void and of no effect.

15. Successors and Assigns. All terms, conditions, and provisions of this Agreement shall apply to and bind the respective heirs, executors, administrators, successors, and assigns of the parties. Nothing in this section is intended to affect the limitation on assignment.

16. Non-Discrimination/Fair Employment Practices. Vendor shall not, because of race, religious creed, color, sex, national original, ancestry, disability, medical condition, age, marital status or sexual orientation of any person, refuse to hire or employ, or to bar or discharge from employment, or to discriminate in compensation, or in terms, conditions or privileges any person, and every employee will receive equal opportunity for employment and shall be granted equal treatment with respect to compensation, terms, conditions or other privileges of employment, without regard to his race, religious creed, color, sex, national origin, ancestry, or disability, medical condition, age, marital status or sexual orientation.

Vendor warrants and represents it is an equal opportunity employer and agrees it shall not discriminate on the basis of race, religious creed, color, sex, national origin, ancestry, j
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disability, medical condition, age, marital status or sexual orientation in the selection and retention of employees, subcontractors or procurement of materials or Supplies.

17. Notices. All notices or instruments required to be given or delivered by law or this Agreement shall be in writing and shall be effective upon receipt thereof and shall be by personal service or delivered by depositing the same in any United States Post Office, registered or certified mail, postage prepaid, addressed to:

If to City: Melissa Tigbao, P.E., Public Works Director City of Vallejo, Public Works Department
555 Santa Clara Street
Vallejo, CA 94590

If to Vendor: National Auto Fleet Group
490 Auto Center Drive
Watsonville, CA 95076

Any party may change its address for receiving notices by giving written notice of such change to the other party in accordance with this section.

24. Integration Clause. This Agreement, including all Exhibits, contains the entire agreement between the parties and supersedes whatever oral or written understanding they may have had prior to the execution of this Agreement. This Agreement shall not be amended or modified except by a written agreement executed by each of the parties hereto.

25. Severability Clause. Should any provision of this Agreement ever be deemed to be legally void or unenforceable, all remaining provisions shall survive and be enforceable.

26. Law Governing. This Agreement shall in all respects be governed by the law of the State of California without regard to its conflicts of law rules. Litigation arising out of or connected with this Agreement shall be instituted and maintained in the courts of Solano County in the State of California or in the United States District Court, Eastern District of California, Sacramento, California, and the parties consent to jurisdiction over their person and over the subject matter of any such litigation in such courts, and consent to service of process issued by such courts.

27. Waiver. Waiver by either party of any default, breach or condition precedent shall not be construed as a waiver of any other default, breach or condition precedent or any other right hereunder.
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28. Ambiguity. The parties acknowledge that this is a negotiated agreement, that they have had the opportunity to have this Agreement reviewed by their respective legal counsel, and that the terms and conditions of this Agreement are not to be construed against any party on the basis of such party's draftsmanship thereof.

29. Gender. All pronouns and any variations thereof shall be deemed to refer to the masculine, feminine, neuter, singular or plural, as the identifications of the person or persons, firm or firms, corporation or corporations may require.

30. Headings. The section headings contained in this Agreement are inserted for convenience only and shall not affect in any way the meaning or interpretation of this Agreement.

31. Compliance with Laws. Vendor will comply with all statutes, regulations, and ordinances in the performance of all materials under this Agreement.

32. Counterparts. The parties may execute this Agreement in one or more counterparts, each of which shall be deemed an original, but all of which together shall be deemed one and the same instrument.

33. Facsimile Signature; Electronic Signature. This Agreement shall be binding upon the receipt of facsimile signatures or e-mailed by PDF or otherwise. Any person transmitting his or her signature by facsimile or electronically shall promptly send an original signature to the other party pursuant to the notice provision of this Agreement.

The failure to send an original shall not affect the binding nature of this Agreement.

34. Authority. The person signing this Agreement for Vendor hereby represents and warrants that he/she is fully authorized to sign this Agreement on behalf of Vendor.

35. Exhibits. The following exhibits are attached hereto and incorporated herein by reference:

Exhibit A, entitled “Equipment,” including any attachments Exhibit B, entitled “NAFG-Sourcewell Agreement,” including any attachments Exhibit C, entitled “City-Sourcewell Agreement,” including any attachments [SIGNATURES ON FOLLOWING PAGE]

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IN WITNESS WHEREOF, the parties have executed this Agreement on the day and year shown below the name of each of the parties.
72 Hour LLC
A limited liability company
dba National Auto Fleet Group
By: ______________________________
Ben Rodriguez
LD & HD Contract Manager

CITY OF VALLEJO
a municipal corporation
By:____________________________
Michael Malone
City Manager

Dated: ____________, 2024 Dated: __________, 2024
(City Seal) Approved as to form:

By:
_________________________________
Veronica A. F. Nebb
City Attorney
ATTEST:

By:________________________
Dawn Abrahamson
City Clerk
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EXHIBIT B NAFG — SOURCEWELL AGREEMENT
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National Auto Fleet Group, 2024 46 of 48 EXHIBIT C
EXHIBIT C CITY– SOURCEWELL AGREEMENT
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CITY OF VALLEJO

CO-OP PURCHASE AGREEMENT
This Co-Op Purchase Agreement ("Agreement") is made at Vallejo, California, dated for reference this 26th day of March 2024, by and between the City of Vallejo, a municipal corporation ("City"), and TYMCO, INC., a Texas corporation, hereinafter referred to as “Vendor,“ who agree as follows:

1. Products. Subject to the terms and conditions set forth in this Agreement, Vendor shall provide the City equipment as specified in Exhibit A, entitled “Equipment.”

2. Payment. City shall pay Vendor for said equipment at the times and in the manner set forth in Exhibit B, entitled “Compensation.” The payments specified in Exhibit B shall be the only payments to be made to Vendor for the products and services sold to the City pursuant to this Agreement.

3. CO-OP Purchasing Program. Vendor has an agreement with Houston-Galveston Area Council (H-GAC), a political subdivision of the State of Texas, to provide equipment, products, or services to the government entities. Said agreement is attached hereto as Exhibit C, entitled “Tymco-H-GAC Agreement” and incorporated herein by this reference.

City has an agreement with the H-GAC to access to H-GAC’s cooperative purchasing contracts. Said Agreement is attached hereto as Exhibit D, entitled “Interlocal Contract,” and incorporated herein by this reference.

4. Facilities and Parts. Vendor shall, at its sole cost and expense, furnish all facilities and parts which may be required for furnishing the products and services pursuant to this Agreement.

5. Indemnification. Vendor shall indemnify, hold harmless, and defend City, its officers, officials, directors, employees, agents, volunteers and affiliates and each of them from any and all claims, demands, causes of action, damages, costs, expenses, actual attorney’s fees, Vendor’s fees, expert fees, losses or liability, in law or in equity, of every kind and nature whatsoever arising out of or in connection with Vendor’s activities, or any subcontractor’s activities, to be performed under this agreement for Vendor’s tort negligence including active or passive, or strict negligence, including but not limited to personal injury including, but not limited to bodily injury, emotional injury, sickness or disease, or death to persons and/or damage to property of anyone, including loss of use thereof, caused or alleged to be caused by any act or omission of Vendor, or any subcontractor, or anyone directly or indirectly employed by any of them or anyone for the full period of time allowed by the law, regardless to any limitation by insurance, with the exception of the sole negligence or willful misconduct of the City.

The provisions of this section shall survive the expiration or termination of this Agreement.

6. Insurance Requirements. Vendor agrees to comply with all of the Insurance Requirements set forth in Exhibit E, entitled “Insurance Requirements.” Failure to maintain required insurance at all times shall constitute a default and material breach.

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7. Accident Reports. Vendor shall immediately report (as soon as feasible, but not more than 24 hours) to the City Risk Manager any accident or other occurrence causing injury to persons or property during the performance of this Agreement. The report shall be made in writing and shall include, at a minimum: (a) the names, addresses, and telephone numbers of the persons involved, (b) the names, addresses, and telephone numbers of any known witnesses, (c) the date, time, and description of the accident or other occurrence.

8. Conflict of Interest. Vendor warrants and represents that to the best of its knowledge, there exists no actual or potential conflict between Vendor’s family, business, real property or financial interests and the materials to be provided under this Agreement. Vendor shall comply with the City of Vallejo Conflict of Interest Code and not enter into any contract or agreement during the performance of this Agreement which will create a conflict of interest with its duties to City under this Agreement. In the event of a change in Vendor’s family, business, real property, or financial interests occurs during the term of this Agreement that creates an actual or potential conflict of interest, then Vendor shall disclose such conflict in writing to City.

9. Licenses, Permits, Etc. Vendor represents and warrants to City that all Vendor equipment and supplies shall be provided by a person or persons duly licensed by the State of California to provide the type of equipment and supplies to be provided under this Agreement.

10. Force Majeure. Neither party shall be considered in default of this Agreement to the extent performances are prevented or delayed by causes or circumstances beyond either party’s reasonable control, such as war, riots, strikes, lockouts, work slowdown or stoppage, acts of God, such as floods or earthquakes, and electrical blackouts or brownouts.

In the event that the Vendor is unable to meet the completion date or schedule of materials, Vendor shall immediately inform the City Representative of this in writing. If additional time is required to perform the work, the City Representative may adjust the schedule.

11. Time is of the Essence. Time is of the essence in this Agreement. Any reference to days means calendar days, unless otherwise specifically stated.

12. Term. The term of this Agreement shall be effective November 15, 2023, and shall continue in full force and effect until March 31, 2024.

If the term of this Agreement extends into fiscal years subsequent to that in which it is approved, such continuation of the Agreement is contingent on the appropriation of funds for such purpose by the City Council of the City of Vallejo. If funds to effect such continued payment are not appropriated, Vendor agrees to terminate any materials supplied to City of Vallejo under this Agreement, and relieve City of any further obligation, therefore.

13. Termination or Abandonment by City. The City has the right, at any time and in its sole discretion, to immediately terminate this Agreement by giving notice to Vendor. Upon receipt of a notice of termination, Vendor shall provide no further equipment or supplies except as specified in the notice.

The City shall pay Vendor for equipment and supplies received in accordance with this Agreement before the date of termination.

14. Assignment and Subcontracting. Vendor shall not subcontract, assign or transfer voluntarily or involuntarily any of its rights, duties or obligation under this Agreement without the express written Co-op Purchase Agreement - Tymco, Inc.

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consent of the City Manager or his or her designee in each instance. Any attempted or purported assignment of any right, duty or obligation under this Agreement without said consent shall be void and of no effect.

15. Successors and Assigns. All terms, conditions, and provisions of this Agreement shall apply to and bind the respective heirs, executors, administrators, successors, and assigns of the parties.

Nothing in this section is intended to affect the limitation on assignment.

16. Non-Discrimination/Fair Employment Practices. Vendor shall not, because of race, religious creed, color, sex, national original, ancestry, disability, medical condition, age, marital status or sexual orientation of any person, refuse to hire or employ, or to bar or discharge from employment, or to discriminate in compensation, or in terms, conditions or privileges any person, and every employee will receive equal opportunity for employment and shall be granted equal treatment with respect to compensation, terms, conditions or other privileges of employment, without regard to his race, religious creed, color, sex, national origin, ancestry, or disability, medical condition, age, marital status or sexual orientation.

Vendor warrants and represents it is an equal opportunity employer and agrees it shall not discriminate on the basis of race, religious creed, color, sex, national origin, ancestry, disability, medical condition, age, marital status or sexual orientation in the selection and retention of employees, sub-vendors or procurement of materials or Supplies.

17. Notices. All notices or instruments required to be given or delivered by law or this Agreement shall be in writing and shall be effective upon receipt thereof and shall be by personal service or delivered by depositing the same in any United States Post Office, registered or certified mail, postage prepaid, addressed to:

If to City: Melissa Tigbao, P.E., Public Works Director City of Vallejo, Public Works Department
555 Santa Clara Street
Vallejo, CA 94590
If to Vendor: Tymco, Inc.

PO Box 2368
Waco, TX 76703
Any party may change its address for receiving notices by giving written notice of such change to the other party in accordance with this section.

24. Integration Clause. This Agreement, including all Exhibits, contains the entire agreement between the parties and supersedes whatever oral or written understanding they may have had prior to the execution of this Agreement. This Agreement shall not be amended or modified except by a written agreement executed by each of the parties hereto.

25. Severability Clause. Should any provision of this Agreement ever be deemed to be legally void or unenforceable, all remaining provisions shall survive and be enforceable.

26. Law Governing. This Agreement shall in all respects be governed by the law of the State of California without regard to its conflicts of law rules. Litigation arising out of or connected with this Co-op Purchase Agreement - Tymco, Inc.

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Agreement shall be instituted and maintained in the courts of Solano County in the State of California or in the United States District Court, Eastern District of California, Sacramento, California, and the parties consent to jurisdiction over their person and over the subject matter of any such litigation in such courts, and consent to service of process issued by such courts.

27. Waiver. Waiver by either party of any default, breach or condition precedent shall not be construed as a waiver of any other default, breach or condition precedent or any other right hereunder.

28. Ambiguity. The parties acknowledge that this is a negotiated agreement, that they have had the opportunity to have this Agreement reviewed by their respective legal counsel, and that the terms and conditions of this Agreement are not to be construed against any party on the basis of such party's draftsmanship thereof.

29. Gender. All pronouns and any variations thereof shall be deemed to refer to the masculine, feminine, neuter, singular or plural, as the identifications of the person or persons, firm or firms, corporation or corporations may require.

30. Headings. The section headings contained in this Agreement are inserted for convenience only and shall not affect in any way the meaning or interpretation of this Agreement.

31. Compliance with Laws. Vendor will comply with all statutes, regulations and ordinances in the performance of all materials under this Agreement.

32. Counterparts. The parties may execute this Agreement in one or more counterparts, each of which shall be deemed an original, but all of which together shall be deemed one and the same instrument.

33. Facsimile Signature; Electronic Signature. This Agreement shall be binding upon the receipt of facsimile signatures or e-mailed by PDF or otherwise. Any person transmitting his or her signature by facsimile or electronically shall promptly send an original signature to the other party pursuant to the notice provision of this Agreement. The failure to send an original shall not affect the binding nature of this Agreement.

34. Authority. The person signing this Agreement for Vendor hereby represents and warrants that he/she is fully authorized to sign this Agreement on behalf of Vendor.

35. Exhibits. The following exhibits are attached hereto and incorporated herein by reference:

Exhibit A, entitled “Equipment,” including any attachments Exhibit B, entitled “Compensation,” including any attachments Exhibit C, entitled “Tymco-H-GAC Agreement,” including any attachments Exhibit D, entitled “Interlocal Contract” between City and H-GAC Agreement,” including any attachments
[SIGNATURES ON FOLLOWING PAGE]
Co-op Purchase Agreement - Tymco, Inc. Page 5 of 22
IN WITNESS WHEREOF, the parties have executed this Agreement on the day and year shown below the name of each of them.

TYMCO, INC.
a Texas corporation
By:

Printed Name: Bobby L. Johnson
Title: Vice President
Dated:

CITY OF VALLEJO
a municipal corporation
By:

Michael Malone
City Manager
Dated:

Approved as to content:

By:

Melissa Tigbao, P.E.
(City Seal) Public Works Director
Approved as to form:

By:

Veronica A. F. Nebb
City Attorney
ATTEST:

By:_
Dawn Abrahamson
City Clerk
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EXHIBIT B - COMPENSATION

1. Compensation. City agrees to pay Vendor for the services and/or products set forth in Exhibit A of this Agreement, for a total not to exceed Three Hundred Fifty Thousand, Seven Hundred and Nineteen Dollars and Eighty-Two Cents ($350,719.82). Compensation includes all costs chargeable to the City.

2. Invoicing. Vendor shall invoice City in a timely manner upon delivery of each piece of equipment.

Invoicing shall include a detailed description of the equipment, the price of each piece of equipment, the total cost, and the City of Vallejo Purchase Order Number.

Invoices shall be emailed/submitted to: AP.Pub licW o rks@ cityo f va lle jo .n et

3. Payment. City agrees to pay Vendor upon delivery and approval of the equipment set forth in Exhibit A of this Agreement within thirty (30) days of receiving Vendor’s invoice.

Request for payment shall be sent to:

Jorge Pamogas, Fleet Manager Jo rge .P a mo ga s@ cityo f va lle jo. ne t

4. Taxpayer Identification Number. Vendor shall provide City with Vendor’s complete Request for Taxpayer Identification Number and Certification, Form W-9, as issued by the Internal Revenue Service, and any other State or local tax identification number requested by City.

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EXHIBIT C TYMCO – H-GAC AGREEMENT
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EXHIBIT D - AGREEMENT BETWEEN CITY AND COOPERATIVE PROGRAM Co-op Purchase Agreement - Tymco, Inc.

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RESOLUTION NO. 23-093 N.C.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VALLEJO

AUTHORIZING THE CITY MANAGER TO CITY VEHICLES AND EQUIPMENT IN FISCAL YEAR 2022-23
WHEREAS, the Public Works Maintenance Division is responsible for maintaining a comprehensive Fleet Equipment Replacement Program designed to manage the fleet for all City departments; and WHEREAS, the Maintenance Division Fleet branch is responsible for ordering vehicles, modifying vehicles with specialized equipment, and delivering fully equipped and operational vehicles to City departments; and
WHEREAS, fleet units will be purchased through either cooperative purchasing programs (such as Sourcewell and National Purchasing Partners), State of California Department of General Services contracts, piggy-back contracts, or resulting contracts from a City of Vallejo Requests for Quotes (RFQ), all of which meet City of Vallejo competitive purchasing process requirements; and WHEREAS, it has been determined the following units will be replaced/purchased in Fiscal Year 2022-23:

General Fund: Budget Expected
Appropriated Purchase
Department/Division Unit Description in FY 22-23 Contract FD-FIRE SUPP 232 LADDER TRUCK $ 2,268,000 Cooperative
FD-FIRE SUPP 244 F550 SD $ 305,900 Cooperative
FD-FIRE SUPP TBD-FD3 TYPE I APPARATUS $ 1,016,025 Cooperative FD-FIRE SUPP TBD-FD4 TYPE I APPARATUS $ 1,016,025 Cooperative PUBLIC WORKS 338 10-WHEELER $ 250,000 Cooperative
ACCESSORIES & FEES $ 144,050
Total General Fund $ 5,000,000
NOW, THEREFORE BE IT RESOLVED that the City Council hereby authorizes the City Manager to purchase fleet apparatus for the Fire Department in Fiscal Year 2022-23 in an amount not to exceed $5,000,000.

DocuSign Envelope ID: A05BAB47-D546-42C2-9918-2140FE5EC058 Adopted by the City Council of the City of Vallejo at a regular meeting held on June 13, 2023, with the following vote:

AYES: Mayor McConnell, Vice Mayor Verder-Aliga, Councilmembers Arriola, Bregenzer, Loera-Diaz, Matulac, and Palmares
NOES: None
ABSENT: None
ABSTAIN: None
______________________________________

ROBERT MCCONNELL, MAYOR
ATTEST:
_____________________________________
DAWN G. ABRAHAMSON, CITY CLERK
DocuSign Envelope ID: A05BAB47-D546-42C2-9918-2140FE5EC058 RESOLUTION NO. 23-097 N.C.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VALLEJO

AUTHORIZING THE CITY MANAGER TO PURCHASE CITY

VEHICLES AND EQUIPMENT SCHEDULED AND FUNDED FOR REPLACEMENT IN FISCAL YEAR 2023-24
WHEREAS, the Public Works Maintenance Division is responsible for maintaining a comprehensive Fleet Equipment Replacement Program designed to manage the fleet for all City departments; and WHEREAS, the Maintenance Division Fleet branch is responsible for ordering vehicles, modifying vehicles with specialized equipment, and delivering operational vehicles to City departments; and WHEREAS, in order to expedite the process of replacing aging, damaged, and/or obsolete vehicles and equipment that are scheduled, funded, and approved for replacement, on February 9, 2016 Staff recommended and City Council approved the action of conducting one-time approvals each fiscal year for the purchase of vehicles and equipment scheduled to be replaced in said fiscal year; and
WHEREAS, fleet units will be purchased through either cooperative purchasing programs (such as Sourcewell and National Purchasing Partners), State of California Department of General Services contracts, piggy-back contracts, or resulting contracts from a City of Vallejo Requests for Quotes (RFQ), all of which meet City of Vallejo competitive purchasing process requirements; and
WHEREAS, when possible, electric or hybrid units will be purchased; and WHEREAS, it has been determined units will be replaced/purchased in Fiscal Year 2023-24 with vehicles or equipment that are the same as, similar to, or provide improved operational functionality as the following:

General Fund: Budget Expected
Appropriated Purchase
Department/Division Unit Description in FY 23-24 Contract CITY MANAGER TBD-CM1 SUPPLY TRAILER $ 10,000 Cooperative PLANNING/CODE TBD-CE1 FORD F150 $ 45,000 State
PD-OPS 124 FORD INTERCEPT (U) $ 45,000 State
PD-OPS 139 FORD INTERCEPT $ 50,000 State
PD-OPS 141 FORD INTERCEPT $ 50,000 State
PD-OPS 160 FORD INTERCEPT $ 50,000 State
PD-OPS 178 FORD INTERCEPT $ 50,000 State
PD-OPS 189 FORD INTERCEPT $ 50,000 State
PD-OPS 191 FORD INTERCEPT $ 50,000 State
PD-OPS 777 MOTORCYCLES $ 50,000 Ironsteed
DocuSign Envelope ID: A05BAB47-D546-42C2-9918-2140FE5EC058 PUBLIC WORKS 302 FORD F150 $ 45,000 State
PUBLIC WORKS 306 FORD ½ TON PICKUP $ 55,000 State
PUBLIC WORKS 307 FORD F350 $ 60,000 State
PUBLIC WORKS 308 FORD F350 $ 45,000 State
PUBLIC WORKS 302 FORD F150 $ 35,000 State
PUBLIC WORKS 317 FORD F350 XL $ 65,000 State
PUBLIC WORKS 512 FORD F350 $ 60,000 State
PUBLIC WORKS 533 FORD RANGER $ 35,000 State
PUBLIC WORKS TBD-GR1 AEBI TT211 MOWER $ 210,000 State
GENERAL FUND UNITS ACCESSORIES & CONTINGENCY $ 106,242
Total General Fund $ 1,166,242
Other Funds: Expected
Estimated Purchase
Department/Division Unit Description Cost Contract
GAS TAX 334 STREET SWEEPER $ 250,000
FLEET 669 FORKLIFT $ 45,000
Total Other Funds $ 295,000
Water Fund: Expected
Estimated Purchase
Department/Division Unit Description Cost Contract
WATER-BILLING 415 FORD F150 $ 35,000 State
WATER-DIST-REPAIRS 422 FORD F450 $ 95,000 Cooperative
WATER-DIST-METERS 448 FORD F350 $ 65,000 State
WATER-ADMIN 530 FORD F150 $ 35,000 State
WATER FUND UNITS ACCESSORIES & CONTINGENCY $ 75,000
Total Water Fund $ 305,000
NOW, THEREFORE BE IT RESOLVED that the City Council hereby authorizes the City Manager to purchase fleet vehicles and equipment in Fiscal Year 2023-24 in an amount not to exceed $1,766,242.

BE IT FURTHER RESOLVED fleet accessories shall be purchased with approved Fiscal Year 2023-24 Fleet Replacement budget and/or Fleet Maintenance budget from Lehr and, due to staffing shortages, outfitting of units may also be performed by Lehr, for a total cost not to exceed $175,000; and
BE IT FURTHER RESOLVED balistic panels for Police units shall be purchased with approved Fiscal Year 2023-24 Fleet Replacement budget from Angel Armor at a cost not to exceed $30,000; and
BE IT FURTHER RESOLVED that purchases of vehicles and equipment through the Fleet Replacement Fund (#502) in excess of the above amount will be presented to City Council for approval.

DocuSign Envelope ID: A05BAB47-D546-42C2-9918-2140FE5EC058 BE IT FURTHER RESOLVED that all prior year unspent appropriations for vehicles and equipment purchases from Replacement Fund (#502) are hereby continued and carried over to FY 2023-24.

BE IT FURTHER RESOLVED that any remaining balance of funds shall remain in the Fleet Equipment Replacement Fund (#502) pending further direction from the City Council.

Adopted by the City Council of the City of Vallejo at a regular meeting held on June 13, 2023, with the following vote:

AYES: Mayor McConnell, Vice Mayor Verder-Aliga, Councilmembers Arriola, Bregenzer, Loera-Diaz, Matulac, and Palmares NOES: None
ABSENT: None
ABSTAIN: None
______________________________________

ROBERT MCCONNELL, MAYOR
ATTEST:
_____________________________________
DAWN G. ABRAHAMSON, CITY CLERK
DocuSign Envelope ID: A05BAB47-D546-42C2-9918-2140FE5EC058 CONSENT CALENDAR 8.F.

DATE: March 26, 2024
TO: Mayor and Members of the City Council
FROM: Melissa Tigbao, P.E., Public Works Director
Oscar Alcantar, Assistant Public Works Director- Maintenance SUBJECT: ACCEPT THE MINI DRIVE PAVING PROJECT PERFORMED BY CONSOLIDATED ENGINEERING, INC. AS COMPLETE, AND AUTHORIZE THE CITY CLERK TO FILE A

NOTICE OF COMPLETION WITH THE SOLANO COUNTY RECORDER'S OFFICE

RECOMMENDATION
Accept the Mini Drive Paving Project performed by Consolidated Engineering, Inc., as complete, and authorize the City Clerk to file a Notice of Completion with the Solano County Recorder’s Office.

REASONS FOR RECOMMENDATION
The Assistant Public Works Director- Maintenance has determined that the work was completed in compliance with the City-approved plans and specifications.

BACKGROUND AND DISCUSSION
The Mini Drive Paving Project involved paving that portion of Mini Drive from Sonoma Boulevard to Diana Drive and from Eliott Drive to Roleen Drive. The scope of work included paving, installation of curb ramps and new traffic markings.

Construction began on October 18, 2023, and work was completed on January 19, 2024. No contract change orders were necessary.

Staff recommends accepting the Mini Drive Paving Project, performed by Consolidated Engineering, Inc, of Valley Springs, California, as complete and authorizing the City Clerk to file a Notice of Completion with the Solano County Recorder’s Office.

FISCAL IMPACT
There is no fiscal impact associated with this item. The Mini Drive Paving Project was funded through the Capital Improvement Project PWC109: Street Overlay /Preservation fund (Fund 226) (SB1 funding) as follows:

Any unused Fund 226- SB1 funding will go towards another sub-project within the Street Overlay Preservation Project (Project No. PWC109).

SOURCES BUDGET EXPENDITURES
Fund 226: (SB1 Funding) $461,972.00
Construction Contract ($361,060.38)
TOTAL $461,972.00 ($361,060.38)
Date: March 26, 2024
Subject: ACCEPT THE MINI DRIVE PAVING PROJECT PERFORMED BY CONSOLIDATED ENGINEERING, INC. AS COMPLETE, AND AUTHORIZE THE CITY CLERK TO

FILE A NOTICE OF COMPLETION WITH THE SOLANO COUNTY RECORDER'S OFFICE

Page 2 ends

ENVIRONMENTAL REVIEW
The Mini Drive Paving Project is exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines section 15301(c), because it consists of the repair and maintenance of existing streets and does not result in additional automobile lanes.

ATTACHMENTS
None

CONTACT
Melissa Tigbao, P.E., Public Works Director, (707) 648-4433 [email protected]
CONSENT CALENDAR 8.G.

DATE: March 26, 2024
TO: Mayor and Members of the City Council
FROM: Jason Ta, Interim Chief of Police
SUBJECT: ADOPT RESOLUTION AMENDING THE FISCAL YEAR 2023/2024 OFFICE OF TRAFFIC SAFETY FUND#146 BUDGET TO RECOGNIZE REVENUE IN THE AMOUNT OF $125,000 AND APPROPRIATE EXPENDITURES

RECOMMENDATION
Adopt a Resolution to amend the Fiscal Year 2023-24 Office of Traffic Safety Fund #146 budget to recognize revenue and appropriate expenditures in the amount of $125,000.

REASONS FOR RECOMMENDATION
Staff recommends acceptance of this grant revenue to fund drugged and drunk driving enforcement and education activities, focusing operations on impaired driving, distracted driving, primary collision factor violations, motorcycle safety, and pedestrian and bicycle safety. Newly added to this year's grant objectives includes funding for enforcement of street racing and sideshows. Other strategies funded may include public awareness, education programs, and training for law enforcement.

Amending the budget requires a public notice of intent (step 1) under the city's charter section 703 prior to any action taken. Public notice of intent was provided at the February 13, 2024 City Council. Additionally, acceptance of the grant was approved on February 13, 2024.

BACKGROUND AND DISCUSSION
The Vallejo Police Department has received a $125,000 grant award from the California Office of Traffic Safety (OTS) to continue enhancement of the City's ability to identify and apprehend persons driving under the influence of alcohol or drugs, and engage in a public awareness campaign to deter drugged and drunk driving.

Driving while under the influence of drugs and alcohol continues to be the leading cause of death, injury, and property damage throughout the State of California. Funds received from this grant will be used to pay personnel overtime, and purchase necessary equipment and supplies.

The performance period for this grant is October 1, 2023 to September 30, 2024.

FISCAL IMPACT
The Vallejo Police Department will receive $125,000 in funding for expenditures on drugged and drunk driving enforcement and education activities. There is no cost share or match requirement for the grant.

ENVIRONMENTAL REVIEW
This action is exempt from the California Environmental Quality Act (CEQA) because it is not a project which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, pursuant to CEQA Guideline section 15378.

ATTACHMENTS

1. OTS Resolution - Amendment CAO Stamp
Date: March 26, 2024
Subject: ADOPT RESOLUTION AMENDING THE FISCAL YEAR 2023/2024 OFFICE OF TRAFFIC SAFETY FUND#146 BUDGET TO RECOGNIZE REVENUE IN THE AMOUNT OF $125,000 AND APPROPRIATE EXPENDITURES

Page 2 ends

CONTACT
Jason Ta, Interim Chief of Police (707) 648-4540
[email protected]
Approved as to form:

By: for
Veronica Nebb, City Attorney
RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VALLEJO AMENDING THE FISCAL YEAR 2023/2024 BUDGET TO RECOGNIZE REVENUE FROM THE CALIFORNIA OFFICE OF TRAFFIC SAFETY IN THE AMOUNT OF $125,000 AND APPROPRIATE EXPENDITURES OF $125,000 FOR SELECTIVE TRAFFIC ENFORCEMENT PROGRAM WHEREAS, in June 2023, the City Council adopted a budget for the Fiscal Year 2023/24; and WHEREAS, the City Charter Section 703 requires that available funds not included in the budget may be appropriated by the City Council after giving one week’s notice of intention to do so; and
WHEREAS, the Police Department has subsequently received a grant award totaling $125,000 from the California Office of Traffic Safety (OTS) to fund drugged and drunk driving enforcement, education activities, enforcement of street racing and sideshows, motorcycle safety, and distracted driving; and
WHEREAS, on February 13, 2024, the City Council adopted a resolution accepting the Grant and giving notice of intent to amend the FY 2023/2024 budget Office of Traffic Safety Fund #146 in the amount of $125,000.;
NOW, THEREFORE, BE IT RESOLVED that the Council hereby amends the Office of Traffic Safety budget to recognize revenue of $125,000 from a grant award from the California Office of Traffic Safety and appropriates expenditures of $125,000 for the Selective Traffic Enforcement Program.

CONSENT CALENDAR 8.H.

DATE: March 26, 2024
TO: Mayor and Members of the City Council
FROM: Beth Schoenberger, Water Director
SUBJECT: ADOPT A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VALLEJO APPROVING A PROFESSIONAL SERVICES AGREEMENT WITH DAUPLER, INC. FOR

DAYTIME AND AFTER-HOURS CALL ANSWERING SERVICES FOR THE WATER AND PUBLIC WORKS DEPARTMENTS FOR A NOT-TO-EXCEED AMOUNT OF $350,000 THROUGH JUNE 30, 2024, AND AUTHORIZING THE CITY MANAGER TO EXECUTE THE SAME AND AUTHORIZING THE PAYMENT OF UNPAID INVOICES FROM FY2021- 2022

RECOMMENDATION
Adopt a resolution authorizing the City Manager to execute an agreement with Daupler for daytime and after-hour call services for the Public Works Department and the Water Department for a new not-toexceed amount of $350,000 and authorizing retroactive payments from Fiscal Year 2021-22.

REASONS FOR RECOMMENDATION
The Water Department and Public Works Department currently utilize daytime and after-hours call answering services through Daupler, Inc.. During the day, Daupler provides answering services when administrative staff are unavailable and during the lunch hour, to ensure no call goes unanswered. Afterhours call service is essential and necessary to provide mission-critical response to calls for Water and Public Works services received from Vallejo residents and businesses.

BACKGROUND AND DISCUSSION
Collectively, the City of Vallejo Public Works Department and the Water Department provide a variety of public infrastructure services for which daytime and after-hours emergency calls for assistance are received. Such calls for service include, but are not limited to: potholes, illegal dumping, non-operational traffic lights, damaged or missing traffic signs, fallen trees, requests for tree condition assessments, sidewalk, curb issues, issues regarding City facilities, water main breaks, water pressure issues, no water at residences or businesses, meter leaks, and backflow leaks. The City is responsible to answer these calls for support from businesses and residents, assess situations and perform field investigations as necessary to determine if there are immediate hazards, dispatch City crews for day-time and after-hour call-outs, and generate call documentation. These call-outs may include time-sensitive life-safety matters, threats to public health (for Water), threats to the environment, and loss of basic services.

In 2019, staff solicited bids from vendors to provide call answering services and selected Daupler, Inc..

The original contract covered the costs for implementation, training, and after-hours answering services.

The contract was later amended to add additional coordination, implementation, and training. In October 2022, due to low staffing, the need for day-time call answering services was identified.

Date: March 26, 2024
Subject: ADOPT A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VALLEJO APPROVING A PROFESSIONAL SERVICES AGREEMENT WITH DAUPLER, INC. FOR DAYTIME AND

AFTER-HOURS CALL ANSWERING SERVICES FOR THE WATER AND PUBLIC WORKS DEPARTMENTS FOR A NOT-TO-EXCEED AMOUNT OF $350,000 THROUGH JUNE 30, 2024, AND AUTHORIZING THE CITY MANAGER TO EXECUTE THE SAME AND AUTHORIZING THE PAYMENT OF UNPAID INVOICES FROM FY2021-2022

Page 2 ends

A new contract (23-WD059) was executed to cover the expenditures for both day-time and after-hours services. Because of high staff turnover, this contract was overlooked as to some of the terms (such as automatic renewal unless notice given). Due to this oversight, the contract automatically renewed without the normal process for ensuring funds were in place. Fiscal Year 2021-22 invoices went unpaid. It is in the best interest of the City to continue using Daupler as they are integrated into our system and provide quality service at a reasonable price. Staff plans to issue an RFP next year to ensure that the City continues to receive the best price for call answering services.

FISCAL IMPACT
There are sufficient appropriations in the current FY23-24 Water Enterprise Fund budget and General Fund budget to cover this expense.

ENVIRONMENTAL REVIEW
This action is exempt from the California Environmental Quality Act (CEQA) because it is not a project which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, pursuant to CEQA Guideline section 15378.

ATTACHMENTS

1. Daupler Professional Services Agreement

2. Daupler Resolution 3.26.24 w/CAO Stamp

CONTACT
Beth Schoenberger, Water Director
[email protected]
Melissa Tigbao, Public Works Director
[email protected]
Vendor and Professional Services Agreement (Revised 01.2019) Page 1 of 8

PROFESSIONAL SERVICES AGREEMENT
This Professional Services Agreement ("Agreement") is made at Vallejo, California, dated for reference this 27th day of March, 2024, by and between the City of Vallejo, a municipal corporation ("City"), and Daupler, Inc., hereinafter referred to as “Vendor”, who agree as follows:

1. Services. Subject to the terms and conditions set forth in this Agreement, Vendor shall provide the City professional services as specified in Exhibit A, entitled “Scope of Work.”

2. Payment. City shall pay Vendor for servies rendered pursuant to this Agreement at the times and in the manner set forth in Exhibit B, entitled “Compensation.” The payments specified in Exhibit B shall be the only payments to be made to Vendor for services rendered pursuant to this Agreement.

3. Insurance Requirements. Vendor agrees to comply with all of the Insurance Requirements set forth in Exhibit C, entitled “Insurance Requirements for Vendor.” Failure to maintain required insurance at all times shall constitute a default and material breach.

4. Conflict Provisions. Vendor has attached it’s Exhibit D to this Agreement entitled Daupler, Inc. Standard Terms and Conditions. In the event of a conflict between the terms of this Agreement (which includes Exhibits A, B and C) and Exhibit D this Agreement will control.

5. Independent Contractor. Vendor is an independent contractor. Neither Vendor nor any of Vendor’s officers, employees, agents, or subcontractors, if any, is an employee of City by virtue of this Agreement or performance of any services pursuant to this Agreement. City shall have the right to control Vendor only insofar as the results of Vendor’s services rendered pursuant to this Agreement; however, City shall not have the right to control the means by which Vendor accomplishes services pursuant to this Agreement.

6. Licences, Permits, Etc. Vendor represents and warrants to City that all Vendor services shall be provided by a person or persons duly licensed by the State of California to provide the type of services to be performed under this Agreement and that Vendor has all the permits, qualifications and approvals of whatsoever nature which are legally required for Vendor to practice its profession.

Vendor represents and warrants to City that it shall, at its sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals which are legally required for Vendor to practice its profession.

7. Business License. Vendor, and its subcontractors, has obtained or agrees to apply prior to performing any services under this Agreement to City’s Finance Vendor and Professional Services Agreement (Revised 01.2019) Page 2 of 8 Department for a business license, pay the applicable business license tax and maintain said business license during the term of this Agreement. The failure to obtain such license shall be a material breach of this Agreement and grounds for termination by City. No payments shall be made to Vendor until such business license(s) has been obtained.

8. Standard of Performance. Vendor shall provide products and perform all services required pursuant to this Agreement in accordance with generally accepted professional practices and principles and in a manner consistent with the level of care and skill ordinarily exercised under similar conditions by a member of Vendor’s profession currently practicing in California.

Vendor is responsible for making an independent evaluation and judgment of all conditions affecting performance of the work, including without limitation applicable federal, state, and local laws and regulations, and all other contingencies or considerations.

Vendor’s responsibilities under this section shall not be delegated. Vendor shall be responsible to City for acts, errors, or omissions of Vendor’s subcontractors.

Vendor is responsible for making an independent evaluation and judgment of all conditions affecting performance of the work and shall prepare plans, reports, and/or other work products in such a way that additional costs will not be incurred beyond a project budget approved or amended by the City Manager or his or her designee.

Whenever the scope of work requires or permits review, approval, conditional approval or disapproval by City, it is understood that such review, approval, conditional approval or disapproval is solely for the purposes of administering this Agreement and determining whether the Vendor is entitled to payment for such work, and not be construed as a waiver of any breach or acceptance by the City of any responsibility, professional or otherwise, for the work, and shall not relieve the Vendor of responsibility for complying with the standard of performance or laws, regulations, industry standards, or from liability for damages caused by negligent acts, errors, omissions, noncompliance with industry standards, or the willful misconduct of Vendor.

9. Force Majeure. Neither party shall be considered in default of this Agreement to the extent performances are prevented or delayed by causes or circumstances beyond either party’s reasonable control, such as war, riots, strikes, lockouts, work slowdown or stoppage, acts of God, such as floods or earthquakes, and electrical blackouts or brownouts.

In the event that the Vendor is unable to meet the completion date or schedule of services, Vendor shall immediately inform the City Representative of this in writing.

If additional time is required to perform the work, the City Representative may Vendor and Professional Services Agreement (Revised 01.2019) Page 3 of 8 adjust the schedule.

10. Time is of the Essence. Time is of the essence in this Agreement. Any reference to days means calendar days, unless otherwise specifically stated.

11. Personnel. Vendor agrees to assign only competent personnel according to the reasonable and customary standards of training and experience in the relevant field to perform services under this Agreement. Failure to assign such competent personnel shall constitute grounds for termination of this Agreement.

The payment made to Vendor pursuant to this Agreement shall be the full and complete compensation to which Vendor and Vendor’s officers, employees, agents, and subcontractors are entitled for performance of any work under this Agreement. Neither Vendor nor Vendor’s officers or employees are entitled to any salary or wages, or retirement, health, leave or other fringe benefits applicable to employees of the City. The City will not make any federal or state tax withholdings on behalf of Vendor. The City shall not be required to pay any workers' compensation insurance on behalf of Vendor.

Vendor shall pay, when and as due, any and all taxes incurred as a result of Vendor’s compensation hereunder, including estimated taxes, and shall provide City with proof of such payments upon request.

12. Vendor Not Agent. Except as authorized under this Agreement or as City may authorize in a letter of authorization signed by the City Manager or his or her designee, Vendor shall have no authority, express or implied to act on behalf of City in any capacity whatsoever as an agent. Vendor shall have no authority, express or implied, under this Agreement, to bind City to any obligation whatsoever.

13. Term. The term of this Agreement shall commence on July 1, 2023 and shall continue in full force and effect until June 30, 2024 City shall, at its discretion, have the right to extend the term of this Agreement, in intervals one year, by written notice to Vendor. The total duration of this Agreement, including the exercise of any options under this section, shall not exceed five years.

If the term of this Agreement extends into fiscal years subsequent to that in which it is approved, such continuation of the Agreement is contingent on the appropriation of funds for such purpose by the City Council of the City of Vallejo.

If funds to effect such continued payment are not appropriated, Vendor agrees to terminate any services supplied to City of Vallejo under this Agreement, and relieve City of any further obligation therefore.

14. Termination or Abandonment by City. The City shall pay Vendor for Vendor and Professional Services Agreement (Revised 01.2019) Page 4 of 8 services performed in accordance with this Agreement before the date of termination. Either party may terminate this agreement upon 30 days written notice.

See exhibit D for additional termination terms and conditions.

15. Cooperation by City. City shall, to the extent reasonable and practicable, assist and cooperate with Vendor in the performance of Vendor’s services hereunder.

16. Assignment and Subcontracting. Vendor shall not subcontract, assign or transfer voluntarily or involuntarily any of its rights, duties or obligation under this Agreement without the express written consent of the City Manager or his or her designee in each instance. Any attempted or purported assignment of any right, duty or obligation under this Agreement without said consent shall be void and of no effect.

If subcontracting of work is permitted, Vendor shall pay its subcontractor within ten (10) days of receipt of payment by City for work performed by a subcontractor and billed by the Vendor. Use of the term subcontractor in any other provision of this contract shall not be construed to imply authorization for Vendor to use subcontractors for performance of any service under this Agreement.

The City is an intended beneficiary of any work performed by Vendor’s subcontractor for purposes of establishing a duty of care between the subcontractor and City.

Any subcontractor or assignee consented to by City shall be bound by all terms and conditions of this agreement and the same shall be incorporated into and made a part of any assignment or subcontractor agreement.

17. Successors and Assigns. All terms, conditions, and provisions of this Agreement shall apply to and bind the respective heirs, executors, administrators, successors, and assigns of the parties. Nothing in this section is intended to affect the limitation on assignment.

18. Non-Discrimination/Fair Employment Practices.
(a) Vendor shall not, because of race, religious creed, color, sex, national original, ancestry, disability, medical condition, age, marital status or sexual orientation of any person, refuse to hire or employ, or to bar or discharge from employment, or to discriminate in compensation, or in terms, conditions or privileges any person, and every employee will receive equal opportunity for employment and shall be granted equal treatment with respect to compensation, terms, conditions or other privileges of employment, without regard to his race, religious creed, color, sex, national origin, ancestry, or disability, medical condition, age, marital status or sexual orientation.

Vendor and Professional Services Agreement (Revised 01.2019) Page 5 of 8 Vendor warrants and represents it is an equal opportunity employer and agrees it shall not discriminate on the basis of race, religious creed, color, sex, national origin, ancestry, disability, medical condition, age, marital status or sexual orientation in the selection and retention of employees, subcontractors or procurement of materials or equipment.

In all solicitations either by competitive bidding or negotiations made by Vendor for work to be performed under any subcontract, including procurement of materials or equipment, each potential subcontractor or supplier shall be notified by Vendor of Vendor’s obligation under this Agreement relative to nondiscrimination and fair employment practices.

Vendor shall include the above provisions of this section in every subcontract, including procurement of materials or equipment.
(b) Vendor agrees to comply with Title VII of the Civil Rights Act of 1964, as amended, the California Fair Employment Practices Act, the Americans with Disabilities Act of 1990, any other applicable federal and state laws and regulations and City ordinances and regulations hereinafter enacted.

19. Notices. All notices or instruments required to be given or delivered by law or this Agreement shall be in writing and shall be effective upon receipt thereof and shall be by personal service or delivered by depositing the same in any United States Post Office, registered or certified mail, postage prepaid, addressed to:

If to City:

Janae Chadwick
Water Finance Director
202 Fleming Hill Rd.

Vallejo, CA 94589
If to Vendor:

Chris Parrott
Controller
8024 Conser Street
Overland Park, KS 66204
Any party may change its address for receiving notices by giving written notice of such change to the other party in accordance with this section.

24. Integration Clause. This Agreement, including all Exhibits, contains the entire agreement between the parties and supersedes whatever oral or written understanding they may have had prior to the execution of this Agreement. This Agreement shall not be amended or modified except by a written agreement Vendor and Professional Services Agreement (Revised 01.2019) Page 6 of 8 executed by each of the parties hereto.

25. Severability Clause. Should any provision of this Agreement ever be deemed to be legally void or unenforceable, all remaining provisions shall survive and be enforceable.

26. Law Governing. This Agreement shall in all respects be governed by the law of the State of California without regard to its conflicts of law rules. Litigation arising out of or connected with this Agreement shall be instituted and maintained in the courts of Solano County in the State of California or in the United States District Court, Eastern District of California, Sacramento, California, and the parties consent to jurisdiction over their person and over the subject matter of any such litigation in such courts, and consent to service of process issued by such courts.

27. Waiver. Waiver by either party of any default, breach or condition precedent shall not be construed as a waiver of any other default, breach or condition precedent or any other right hereunder.

28. Ambiguity. The parties acknowledge that this is a negotiated agreement, that they have had the opportunity to have this Agreement reviewed by their respective legal counsel, and that the terms and conditions of this Agreement are not to be construed against any party on the basis of such party's draftsmanship thereof.

29. Gender. All pronouns and any variations thereof shall be deemed to refer to the masculine, feminine, neuter, singular or plural, as the identifications of the person or persons, firm or firms, corporation or corporations may require.

30. Compliance with Laws. Vendor will comply with all statutes, regulations and ordinances in the performance of all services under this Agreement.

31. Confidentiality of City Information. During the performance of services under this Agreement, Vendor may gain access to and use City information regarding, but not limited to, procedures, policies, training, operational practices, and other vital information (hereafter collectively referred to as "City Information") which are valuable, special and unique assets of the City. Vendor agrees that it will not use any information obtained as a consequence of the performance of services under this Agreement for any purpose other than fulfillment of Vendor’s scope of work , to protect all City Information and treat it as strictly confidential and proprietary to City, and that it will not at any time, either directly or indirectly, divulge, disclose or communicate in any manner any City Information to any third party, other than its own employees, agents or subcontractors who have a need for the City Information for the performance of services under this Agreement, without the prior written consent of City, or as required by law.

Vendor shall treat all records and work product prepared or maintained by Vendor Vendor and Professional Services Agreement (Revised 01.2019) Page 7 of 8 in the performance of this Agreement as confidential.

A violation by Vendor of this section shall be a material violation of this Agreement and will justify legal and/or equitable relief.

Vendor’s obligations under this section shall survive the completion of services, expiration or termination of this Agreement.

32. News and Information Release. Vendor agrees that it will not issue any news releases in connection with either the award of this Agreement, or any subsequent amendment of or efforts under this Agreement, without first obtaining review and approval of said news releases from City through the City Representative.

33. City Representative. The City Representative specified in Exhibit A, or the representative's designee, shall administer this Agreement for the City.

34. Counterparts. The parties may execute this Agreement in one or more counterparts, each of which shall be deemed an original, but all of which together shall be deemed one and the same instrument.

35. Facsimile Signature; Electronic Signature. This Agreement shall be binding upon the receipt of facsimile signatures or e-mailed by PDF or otherwise.

Any person transmitting his or her signature by facsimile or electronically shall promptly send an original signature to the other party pursuant to the notice provision of this Agreement. The failure to send an original shall not affect the binding nature of this Agreement.

36. Authority. The person signing this Agreement for Vendor hereby represents and warrants that he/she is fully authorized to sign this Agreement on behalf of Vendor.

37. Exhibits. The following exhibits are attached hereto and incorporated herein by reference:

Exhibit A, entitled “Scope of Work,” including any attachments Exhibit B, entitled “Compensation,” including any attachments Exhibit C, entitled “Insurance Requirements,” including attachments Exhibit D, entitled “Daupler Standard Terms and Conditions” [SIGNATURES ON FOLLOWING PAGE]
Vendor and Professional Services Agreement (Revised 01.2019) Page 8 of 8 IN WITNESS WHEREOF, the parties have executed this Agreement on the day and year shown below the name of each of the parties.

Daupler, Inc.

By:

John P. Bertrand
CEO
DATE:
(City Seal)

CITY OF VALLEJO,
a municipal corporation
By:

Mike Malone
City Manager
DATE:

ATTEST:

By:

Dawn Abrahamson
City Clerk
APPROVED AS TO CONTENT:

Beth Shoenberger
Water Director
APPROVED AS TO FORM:

Veronica A.F. Nebb
City Attorney
APPROVED AS TO INSURANCE:

Armond Sarkis
Risk Manager
Vendor and Professional Services Agreement (Revised 01.2019) Page 1 of 1 Exhibit A – Scope of Work

EXHIBIT A

SCOPE OF WORK

1. Representatives. The City Representative for this Agreement is:

Janae Chadwick
Water Finance Manager
Water Department
202 Fleming Hill Rd.

Vallejo CA 94589
707-648-4345
[email protected]
The Vendor’s Representative for this Agreement is:

Christopher Parrott
Controller
Daupler
8024 Conser St.

Overland Park, KS 66204
913-638-7714
[email protected]
All routine administrative communications between the parties will be between the above named representatives and may be by personal delivery, mail, facsimile transmission, or electronic mail as agreed between the Vendor Representative and City’s Representative.

2. Services to be Provided. The services provided shall be as set forth in Attachment 1 of Exhibit A, attached hereto and incorporated herein by this reference.

3. Time for Performance. Vendor will provide phone answering services yearly from July 1st, 2023 to June 30th, 2024.

Vendor and Professional Services Agreement (Revised 01.2019) Page 1 of 1 Exhibit A – Scope of Work
ATTACHMENT 1 OF EXHIBIT A

SCOPE OF WORK
Daupler, Inc. will provide the following services:
• Daupler Response Management Module: Daytime Call Answering o Call answering- during normal business hours. Flat rate fee; no variable rate or upcharge for high volume months.
o Includes Call Escalation Functionality, Team Formation Functionality, Problem Response Form, Automation, and
Arrival/Departure Documentation.
• Daupler Response Management Module: Afterhours Call Answering o Afterhours call answering. Flat fee, no variable rate or upcharge for high volume months.
o Includes Call Escalation Functionality, Team Formation Functionality, Problem Response Form, Automation, and
Arrival/Departure Documentation.

Vendor and Professional Services Agreement (Revised 01.2019) Page 1 of 2 Exhibit B - Compensation

EXHIBIT B

COMPENSATION

1. Vendor’s Compensation.

A. Services: City agrees to pay Vendor, at the rate(s) specified below, for those services set forth in Exhibit A of this Agreement and for all authorized reimbursable expenses, for a total not to exceed Three Thousand Five Hundred Dollar, ($350,000).

B. Additional Services:

1. Additional Services are those services related to the scope of Services of Vendor as set forth in Exhibit A but not anticipated at the time of execution of this Agreement. Additional Services shall be provided only when a Supplemental Agreement authorizing such Additional Services is approved by the City Manager, or his or her designee. City reserves the right to perform any Additional Services with its own staff or to retain other Vendors to perform said Additional Services.

2. Vendor’s compensation for Additional Services shall be based on the total number of hours spent on Additional Services multiplied by the employees' appropriate billable hourly rate as established below. City, at its option, may negotiate a fixed fee for some or all Additional Services as the need arises. Where a fixed fee for Additional Services is established by mutual Agreement between City and Vendor, compensation to Vendor shall not exceed the fixed fee amount.

2. Appropriate Rates for Services and Additional Services. Vendor’s rates shall be as listed in Attachment 1 of Exhibit B, attached hereto and incorporated herein by this reference.

3. Vendor’s Reimbursable Expenses. Reimbursable Expenses shall be limited to actual reasonable expenditures of Vendor for expenses that are necessary for the proper completion of the Services and shall only be payable if specifically authorized in advance by City.

4. Payments to Vendor.

A. Payments to Vendor shall be made within a reasonable time after receipt of Vendor’s invoice, said payments to be made in proportion to services performed.

Vendor may request payment on a monthly basis. Vendor shall be responsible for the cost of supplying all documentation necessary to verify the monthly billings to the satisfaction of City.

Vendor and Professional Services Agreement (Revised 01.2019) Page 2 of 2 Exhibit B - Compensation
B. All invoices submitted by Vendor shall contain the following information:

1. Description of services billed under this invoice

2. Date of Invoice Issuance

3. Sequential Invoice Number

4. City’s Purchase Order Number (if issued)

5. Social Security Number or Taxpayer Identification Number

6. Amount of this Invoice (Itemize all Reimbursable Expenses”)

7. Total Billed to Date
C. Items shall be separated into Services and Reimbursable Expenses.

Billings that do not conform to the format outlined above shall be returned to Vendor for correction. City shall not be responsible for delays in payment to Vendor resulting from Vendor’s failure to comply with the invoice format described above.

D. Request for payment shall be sent to:

Janae Chadwick
Water Finance Manager
Vallejo Water Department
Ap.water@cityofvallejo

5. Accounting Records of Vendor. Vendor shall maintain for three (3) years after completion of all services hereunder, all records under this Agreement, including, but not limited to, records of Vendor’s direct salary costs for all Services and Additional Services performed under this Agreement and records of Vendor’s Reimbursable Expenses, in accordance with generally accepted accounting practices. Vendor shall keep such records available for audit, inspection and copying by representatives of the City’s Finance Department or other government agencies during regular business hours upon twenty four (24) hours’ notice.

The obligations of Vendor under this section shall survive this Agreement.

6. Taxes. Vendor shall pay, when and as due, any and all taxes incurred as a result of Vendor’s compensation hereunder, including estimated taxes, and shall provide City with proof of such payments upon request.

7. Taxpayer Identification Number. Vendor shall provide City with Vendor’s complete Request for Taxpayer Identification Number and Certification, Form W9, as issued by the Internal Revenue Service, and any other State or local tax identification number requested by City.

Vendor and Professional Services Agreement (Revised 01.2019) Page 1 of 1 Exhibit B - Compensation
ATTACHMENT 1 OF EXHIBIT B

COMPENSATION
*Annual recurring costs are subject to a 10% technology uplift.

Vendor and Professional Services Agreement (Revised 01.2019) Page 1 of 3 Exhibit C – Insurance Requirements

EXHIBIT C

INSURANCE REQUIREMENTS
Vendor shall procure and maintain for the duration of this Agreement, including any extensions thereto, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of services hereunder by the Vendor, their agents, representatives, or employees or subcontractors.

1. Minimum Scope of Insurance. Coverage shall be at least as broad as:

A. Insurance Services Office form number GL 0002 covering Comprehensive General Liability and Insurance Services Office form number GL 0404 covering Broad Form Comprehensive General Liability; or Insurance Services Office Commercial General Liability coverage (occurrence form CG 0001).

B. Insurance Services Office form number CA 0001 covering Automobile Liability, code 1 any auto and endorsement CA 0025.

C. Workers' Compensation insurance as required by the State of California and Employer's Liability Insurance.

D. Professional Liability insurance appropriate to the Vendor’s profession (Errors and Omission).

2. Minimum Limits of Insurance. Vendor shall maintain limits no less than:

A. General Liability: $2,000,000 per occurrence for bodily injury, personal injury, and property damage. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.

B. Automobile Liability: $1,000,000 per accident for bodily injury and property damage.

C. Workers’ Compensation and Employer's Liability: $1,000,000 per accident for bodily injury or disease. If Vendor is not subject to California Workers’ Compensation requirements, Vendor shall file a completed certificate of exemption form which may be obtained from the City prior to commencing any activity authorized hereunder.

Vendor and Professional Services Agreement (Revised 01.2019) Page 2 of 3 Exhibit C – Insurance Requirements
D. Professional Liability (Errors and Omission): $1,000,000 combined single limit per occurrence, and annual aggregate.

3. Deductible and Self-Insured Retention. Any deductibles or self-insured retention must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retention as respects the City of Vallejo, its officers, officials, employees and volunteers; or the Vendor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses.

4. Other Insurance Provisions. The general liability and automobile liability policies, as can be provided, are to contain, or be endorsed to contain, the following provisions:

A. The City of Vallejo, its officers, officials, employees, agents and volunteers are to be covered as additional insureds as respects; liability, including defense costs, arising out of activities performed by or on behalf of the Vendor; products and completed operations of the Vendor; premises owned, occupied or used by the Vendor; or automobiles owned, leased hired or borrowed by the Vendor. The coverage shall contain no special limitations on the scope of protection afforded to the City of Vallejo, its officers, officials, employees, agents or volunteers. The insurance is to be issued by companies licensed to do business in the State of California.

B. For any claims related to this project, the Vendor's insurance coverage shall be primary insurance as respects the City of Vallejo, its officers, officials, employees, agents, and volunteers. Any insurance or self-insurance maintained by the City of Vallejo, its officers, officials, employees, agents, or volunteers shall be excess of the Vendor's insurance and shall not contribute with it.

C. Any failure to comply with reporting or other provisions of the policies including breaches of warranties shall not affect coverage provided to the City, its officers, officials, employees, agents, or volunteers.

D. The Vendor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.

E. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City.

F. The workers’ compensation and employer’s liability policy required hereunder shall be endorsed to state that the workers' compensation carrier Vendor and Professional Services Agreement (Revised 01.2019) Page 3 of 3 Exhibit C – Insurance Requirements
waives its right of subrogation against City, its officers, officials, employees, agents and volunteers, which might arise by reason of payment under such policy in connection with Vendor’s performance under this Agreement.

5. Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best's rating of no less than A:VII.

6. Verification of Coverage. Vendor shall furnish the City with certificates of insurance and original endorsements effecting general and automobile liability insurance coverage required by this clause. The certificates and endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. All endorsements are to be received and approved by the City before work commences.

7. Subcontractors. Vendor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.

8. Payment Withhold. City will withhold payments to Vendor if the certificates of insurance and endorsements required in Paragraph F, above, are canceled or Vendor otherwise ceases to be insured as required herein.

Daupler, Inc. - Standard Terms and Conditions
Please read these Standard Terms and Conditions (this "Agreement") carefully before using the Daupler webbased Incident Response Management System and its services ("Services") located at www.daupler.com (the "Website"). By accessing or using the Website or the Services, you agree to be bound by this Agreement and all of its terms without change. This Agreement is between Daupler, Inc ("Daupler"), you the user ("User"), and, if you are using Services on behalf of a company or organization, such company or organization will also be considered a party to this Agreement and "User". You represent that you have the authority to bind your company to this Agreement.

1. Services.

Subject to User's compliance with all of the terms and conditions of this Agreement, Daupler (i) will use commercially reasonable efforts to provide the Services to User and (ii) hereby grants User a non-exclusive, nontransferable, non-sublicensable right and license to access the Services in accordance with any documentation published on the Website. The Services will be delivered using Daupler’s proprietary software, processes, user interfaces, know-how, techniques, designs, ideas, concepts, and other tangible or intangible technical material or information (“Daupler Technology”).

Daupler will provide error correction, workarounds and new releases in accordance with its normal practices.

User may request support through Daupler's third party call answering service made available on the Website and any other support services provided in the documentation.

Each User will have unique access codes to be used to access the Services. User is responsible for maintaining (including the confidentiality of) the access codes and will be solely liable for all activities that occur under such codes or arising from User’s instruction in connection with the disclosure of the codes. User shall immediately notify Daupler of any unauthorized use of any such access codes. USER AGREES THAT ACCESS CODES MAY NOT BE SHARED AND MAY ONLY BE USED BY ONE AUTHORIZED USER.

2. Payment of Fees.

User shall pay Daupler the annual fee for the Services published on the Website or within their proposal. Annual fees and any time and materials fees are due within 30 days after receipt of invoice. To the extent applicable and utilized, User will pay Daupler for consulting, integration or other professional services. User shall make all payments in accordance with the terms set forth on the Website and herein. Fees paid hereunder are nonrefundable.

Daupler may suspend User’s access to the Services if User is more than 10 business days late on a payment. User shall pay a late fee on any amount that is not paid when due that shall be calculated at an interest rate of 1.5% per month on any such outstanding balance, or the maximum permitted by law, whichever is less, from the date due, plus all expenses of collection. User will be billed, and payments will be made, in U.S. dollars. All fees are exclusive of all taxes, levies, or duties imposed by taxing authorities. User shall be responsible for payment of all such taxes, levies, or duties, excluding only taxes based solely on Daupler’s net income.

3. Term and Termination.

This Agreement is effective upon first access to or use of the Services and shall continue for a period of one year, or as determined otherwise and agreed upon by Daupler and User. User shall have the option to renew for an additional four year periods by notifying Daupler in writing of it’s intent to renew at least 30 days before expiration of the contract..

Exhibit D- Daupler Standard Terms and Conditions
Either party may terminate this Agreement upon 30 days written notice.

Upon termination of this Agreement for any reason, any amounts owed to Daupler under this Agreement before such termination or expiration will be immediately due and payable, all licensed rights granted will immediately cease to exist, and User must promptly discontinue all use of the Daupler Technology and erase all copies of the Daupler Technology.

4. Permitted Uses, Restrictions.

User is solely responsible for (a) providing and maintaining the hardware and software necessary to access and use the Services and (b) making available such personnel and information as may be reasonably required, and taking such other actions as Daupler may reasonably request to provide the Services.

User shall use the Services in compliance with all applicable laws, statutes, ordinances and regulations. User shall obtain any necessary licenses, certificates, permits, approvals or other authorizations required by all laws, statutes, ordinances and regulations applicable to User’s use of the Services.

User shall not use the Services for purposes other than as set forth in the Agreement. In furtherance thereof, User will not (a) resell the Services or any data received in connection therewith or otherwise disclose, disseminate, reproduce or publish any portion of the Services in any manner or permit the same; (b) use the Services to create derivative products or other derivative works; (c) modify, translate, alter, disassemble, decompile, manipulate or reverse engineer any portion of the Services; (d) except for authorized Users, permit any third party to use the Services; (e) create Internet "links" to or from the Services, or "frame" or "mirror" any content forming part of the Services, other than on its authorized Users' own intranets or otherwise for its own internal business purposes; (f) send spam or other duplicative or unsolicited messages in violation of applicable laws; (g) send or store infringing, obscene, threatening, libelous, or otherwise unlawful or tortious material, including material harmful to children or that violates third party privacy rights; (h) send through, store in or otherwise introduce to the Services, through its use or otherwise, a computer virus; (i) interfere with or disrupt the integrity or performance of the Services or the data contained therein; or (j) attempt to gain unauthorized access to the Services or its related systems or networks.

5. Ownership.

As between the parties, Daupler alone (and its licensors, where applicable) own all right, title, and interest, in and to the Services, Daupler Technology, or any suggestions, ideas, enhancement requests, feedback, recommendations or other information provided by User or any other party relating to the Services, which are hereby assigned to Daupler. User represents and warrants that User owns or has the right to use all customer data used by the Services ("User Data") and that the use of the User Data in connection with the Services does not violate any third party rights.

Daupler acknowledges that as between the parties, User owns all right, title and interest in and to the User Data, provided, however, that User grants Daupler the right to use any and all User Data in blinded or aggregated form for the purpose of data analysis, compilation, interpretation, study, reporting, publishing, improvement of the Services, product and service development, and other such purposes.

Except as expressly set forth herein, Daupler alone (and its licensors, where applicable) will retain all intellectual property rights relating to the Services and Daupler Technology or any suggestions, ideas, enhancement requests, feedback, recommendations or other information provided by User or any other party relating to the Services, which are hereby assigned to Daupler. User will not copy, distribute, reproduce, or use any of the Exhibit D- Daupler Standard Terms and Conditions
foregoing except as expressly permitted under this Agreement. All rights not expressly granted to User are reserved by Daupler and its licensors.

6. Confidentiality.

Each party (the “Receiving Party”) understands that the other party (the “Disclosing Party”) has disclosed or may disclose information relating to the Disclosing Party’s technology or business ("Confidential Information” of the Disclosing Party).

The Receiving Party agrees: (i) not to divulge to any third person any such Confidential Information, (ii) to give access to such Confidential Information solely to those employees with a need to have access thereto for purposes of this Agreement, and (iii) to take the same security precautions to protect against disclosure or unauthorized use of such Confidential Information that the party takes with its own proprietary information, but in no event will a party apply less than reasonable precautions to protect such Confidential Information. The Disclosing Party agrees that the foregoing will not apply with respect to any information that the Receiving Party can document (a) is or becomes generally available to the public without any action by, or involvement of, the Receiving Party, or (b) was in its possession or known by it prior to receipt from the Disclosing Party, or (c) was rightfully disclosed to it without restriction by a third party, or (d) was independently developed without use of any Proprietary Information of the Disclosing Party. Nothing in this Agreement will prevent the Receiving Party from disclosing the Proprietary Information pursuant to any judicial or governmental order, provided that the Receiving Party gives the Disclosing Party reasonable prior notice of such disclosure to contest such order.

Daupler acknowledges that, subject to the exceptions listed in this Section 5, User Data is User’s Confidential Information. User acknowledges that Daupler does not wish to receive any Confidential Information from User that is not necessary for Daupler to perform its obligations under this Agreement and will limit its disclosures accordingly.

Notwithstanding the foregoing, User is a California charter city and subject to the California Public Records Act (CPRA). All records held by User are subject to disclosure under the CPRA unless a narrow range of exceptions applies. In the event that User receives a request for information which is the subject of this Agreement, User shall provide Daupler 10-days notice so that Daupler may petition an appropriate court to prevent disclosure.

After 10-days, User shall be free to disclose the information if no court order issues to prevent disclosure.

7. Indemnification.

Daupler shall indemnify and hold User and its officers, directors, employees, attorneys, and agents (“Indemnitees”) harmless from and against any and all costs, damages, losses, liabilities and expenses (including reasonable attorneys’ fees and costs) each to the extent paid to an unaffiliated third party to the extent arising out of or in connection with such third-party’s claim alleging that the Daupler Technology directly infringes a U.S. copyright. Notwithstanding the foregoing, Daupler will have no obligation with respect to any infringement claim based upon any modification of the Daupler Technology by User or any use of the Daupler Technology (i) not in accordance with the documentation; or (ii) in combination with other products, equipment, software, or data not supplied by Daupler.

In addition, Daupler shall indemnify, hold harmless, and defend User, its officers, officials, directors, employees, agents, volunteers and affiliates and each of them from any and all claims, demands, causes of action, damages, costs, expenses, actual attorney’s fees, Vendor’s fees, expert fees, losses or liability, in law or in equity, of every kind and nature whatsoever arising out of or in connection with Vendor’s operations, or any subcontractor’s operations, to be performed under this agreement for Vendor’s tort negligence including active or passive, or Exhibit D- Daupler Standard Terms and Conditions
strict negligence, including but not limited to personal injury including, but not limited to bodily injury, emotional injury, sickness or disease, or death to persons and/or damage to property of anyone, including loss of use thereof, caused or alleged to be caused by any act or omission of Vendor, or any subcontractor, or anyone directly or indirectly employed by any of them or anyone for the full period of time allowed by the law, regardless of any limitation by insurance, with the exception of the sole negligence or willful misconduct of the City.

User shall indemnify, defend and hold Daupler, its licensors and each such party’s Indemnitees harmless from and against any and all costs, damages, losses, liabilities, and expenses (including reasonable attorneys’ fees and costs) each to the extent paid to an unaffiliated third party arising from or in connection with such thirdparty’s claims, demands, or allegations (i) that User violated this Agreement (ii) arising from or relating to the use of the Services or the results thereof, except claims covered by Daupler’s indemnity, above.

As a condition to a party’s indemnification obligations hereunder, the other party shall give the indemnifying party sole control of the defense and settlement of the claim, prompt notice of a claim, and, at the indemnifying party’s expense and request, all available information and reasonable assistance in relation to such defense and settlement efforts. Neither party may compromise or settle a third-party claim that adversely affects the other party without the other party’s prior written consent, which consent shall not be unreasonably withheld.

The provisions of this section shall survive the expiration or termination of this Agreement.

8. Warranties and Warranty Disclaimer.

Daupler represents and warrants that the Services will be provided in a professional and workmanlike manner.

In the event Daupler breaches such warranty, User may, as its sole remedy, request that Daupler promptly correct any such failure of Services at no additional charge.

Except as otherwise provided herein, Daupler provides the Services to User without warranties, express or implied. Daupler and its licensors do not represent or warrant that (a) the use of the Services will be secure, timely, uninterrupted or error-free or operate in combination with any other hardware, software, system, or data, (b) the Services will meet requirements or expectations, (c) any results or stored User Data will be accurate or reliable, (d) errors or defects will be corrected, (e) the Services or the server(s) that make the Services available are free of viruses or other harmful components; (f) the Services or results will meet any regulatory approvals or requirements. All conditions, representations and warranties, whether express, implied, statutory or otherwise, including, without limitation, any implied warranty of merchantability, fitness for a particular purpose, or non-infringement of third party rights, are hereby disclaimed to the maximum extent permitted by applicable law by Daupler and its licensors.

9. Limitation of Liability.

Except for a party’s obligations arising under Section 6 or a party’s breach of its obligations under Section 7, in no event shall either party and/or its licensors be liable to anyone for any indirect, punitive, special, exemplary, incidental, consequential or other damages of any type or kind other than as a result of Daupler’s negligence, gross negligence or willful misconduct (including direct or indirect damages for loss of data, revenue, profits, use or other economic advantage) arising out of, or in any way connected with this agreement, including but not limited to the use or inability to use the Services, or for any content obtained from or through the Services, any interruption, inaccuracy, error or omission in the content, even if the party from which damages are being sought or such party’s licensors have been previously advised of the possibility of such damages.

Exhibit D- Daupler Standard Terms and Conditions

10. General Provisions.

The parties acknowledge that this is a business relationship based on the express provisions of this Agreement and no partnership, joint venture, agency, fiduciary or employment relationship is intended or created by this Agreement.

User shall not assign or transfer this Agreement or any rights or obligations under this Agreement without Daupler’s prior written consent. A change in control constitutes an assignment under this Agreement. Any unauthorized assignment or transfer shall be void and constitutes ground for immediate termination of this Agreement by Daupler. This Agreement binds and inures to the benefit of the parties and their respective permitted successors and permitted assigns.

If any provision, or part thereof, of this Agreement becomes or is declared invalid, illegal or unenforceable in any respect under any law, such provision, or part thereof, shall be null and void, and deemed deleted from this Agreement. The validity, legality and enforceability of the remaining provisions of this Agreement shall not in any way be affected or impaired.

Any waiver is only valid to the extent expressly set forth in writing. No waiver by either party of any right under this Agreement shall constitute a subsequent or continuing waiver of such right or any other rights under this Agreement.

User acknowledges that the Services are a valuable commercial product, the development of which involved the expenditure of substantial time and money. Any violation of the licenses granted hereunder, confidentiality obligations or infringement or misappropriation of Daupler’s intellectual property rights shall be deemed a material breach of the Agreement, for which Daupler may not have adequate remedy in money or damages, and Daupler shall be entitled to injunctive relief, in addition to (and not in lieu of) such further relief as may be granted by a court of competent jurisdiction, without the requirement of posting a bond or providing an undertaking.

Except for User’s obligation to pay the fees for Services provided, neither party shall be liable for any failure or delay in its performance due to circumstances beyond its reasonable control (including, but not limited to, act of terrorism, war (declared or not declared), sabotage, insurrection, riot, act of civil disobedience, act of any government, accident, fire, explosion, flood, storm, earthquake, volcanic eruption, nuclear event, any act of God, labor disputes, failure or delay of shippers, or unavailability of components or equipment); provided that it notifies the other party as soon as practicable and uses commercially reasonable efforts to resume performance.

This Agreement is governed by and construed in accordance with the laws of the State of California, without giving effect to its principles of conflicts of law. Any litigation arising out of this Agreement shall be brought by either party in a court of competent jurisdiction located in Solano County, California if in state court or in the U.S. District Court Eastern District of California, if in federal court, and each party hereby waives any defenses it may have before such courts based on a lack of personal jurisdiction or inconvenient forum. Each party hereby expressly and irrevocably waives the right to a jury trial. The prevailing party shall be awarded its reasonable attorneys’ fees and costs in any proceeding arising out of or related to this Agreement.

This Agreement is the complete agreement between the parties and supersedes any prior or contemporaneous oral or written communications between the parties concerning the subject matter of this. There are no conditions, understandings, agreements, representations or warranties, express or implied, which are not specified herein. This Agreement may only be modified by a written document expressly stated for such purpose Exhibit D- Daupler Standard Terms and Conditions
and executed by the parties. The terms and conditions of this Agreement shall control and supersede any end user license agreements, terms of use, click-through or shrinkwrap terms, purchase order terms, invoice terms, or other similar documents, in any format, including terms located on User’s website or provided with its ordering documents, whether signed before or after this Agreement. Such other terms shall be void to the extent they relate to the subject matter contemplated by this Agreement.

The following sections shall survive the expiration or termination of this Agreement: 2 (Payment of Fees); 3 (Term and Termination); 4 (Permitted Uses; Restrictions); 5 (Ownership); 6 (Confidentiality); 7 (Indemnification); 8 (Warranties; Warranty Disclaimer); 9 (Limitation of Liability); and 10 (General Provisions).

Exhibit D- Daupler Standard Terms and Conditions

INSR ADDL SUBR

LTR INSR WVD

DATE (MM/DD/YYYY)

PRODUCER CONTACT
NAME:

PHONE FAX
(A/C, No, Ext): (A/C, No):

E-MAIL
ADDRESS:

INSURER A :

INSURED INSURER B :

INSURER C :

INSURER D :

INSURER E :

INSURER F :

POLICY NUMBER

POLICY EFF POLICY EXP TYPE OF INSURANCE (MM/DD/YYYY) (MM/DD/YYYY) LIMITS

COMMERCIAL GENERAL LIABILITY

AUTOMOBILE LIABILITY

UMBRELLA LIAB

EXCESS LIAB

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

AUTHORIZED REPRESENTATIVE
INSURER(S) AFFORDING COVERAGE NAIC #
Y / N
N / A
(Mandatory in NH)

ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
EACH OCCURRENCE $

DAMAGE TO RENTED
CLAIMS-MADE OCCUR PREMISES (Ea occurrence) $
MED EXP (Any one person) $
PERSONAL & ADV INJURY $
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $
PRODUCTS - COMP/OP AGG $
$
PROOTHER:

JECT LOC

COMBINED SINGLE LIMIT
(Ea accident) $
ANY AUTO BODILY INJURY (Per person) $
OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS

AUTOS ONLY
HIRED PROPERTY DAMAGE $
AUTOS ONLY (Per accident)
$
OCCUR EACH OCCURRENCE $
CLAIMS-MADE AGGREGATE $
DED RETENTION $ $
PER OTHSTATUTE ER
E.L. EACH ACCIDENT $
E.L. DISEASE - EA EMPLOYEE $
If yes, describe under
DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ POLICY

NON-OWNED

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s).

COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

CERTIFICATE HOLDER CANCELLATION
© 1988-2015 ACORD CORPORATION. All rights reserved.

ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD

ACORDTM CERTIFICATE OF LIABILITY INSURANCE
Twin City Fire Insurance Co
Coalition Insurance Solutions
1/30/2024
Holmes Murphy-South Dakota
5120 S Solberg Avenue
Property Casualty/Select-SF
Sioux Falls, SD 57108
[email protected]
Daupler Inc.
8024 Conser St
Overland Park, KS 66204
29459
A X
X
X X 91SBAVL5367 02/01/2024 02/01/2025 1,000,000
1,000,000
10,000
1,000,000
2,000,000
2,000,000
A
X X
91SBAVL5367 02/01/2024 02/01/2025 1,000,000
A X X
X 10000
91SBAVL5367 02/01/2024 02/01/2025 2,000,000
2,000,000
A
N
X 91WBCAW2DKF 02/01/2024 02/01/2025 X
1,000,000
1,000,000
1,000,000
B E&O/Cyber C4NMH115975CYBER 02/01/2024 02/01/2025 5,000,000 Ea. Claim 5,000,000 Aggregate
25,000 Retention
The City of Vallejo, its officers, officials, employees, agents and volunteers are an additional insured on the General Liability (for ongoing and completed operations) on a primary and non-contributory basis as required by written contract with the insured, per policy terms and conditions.

Waiver of Subrogation applies in favor of The City of Vallejo, its officers, officials, employees, agents (See Attached Descriptions)
City of Vallejo, CA
Attn: Central Permit Center
555 Santa Clara Street
Vallejo, CA 94590
1 of 2
#S822634/M822621
Client#: 71135 DAUPC
BENM1
1 of 2
#S822634/M822621
SAGITTA 25.3 (2016/03)
DESCRIPTIONS (Continued from Page 1)
and volunteers on the General Liability and Workers Compensation as required by written contract with the insured, per policy terms and conditions.
a 30 day Notice of Cancellation applies.
2 of 2
#S822634/M822621

Approved as to form:

By: for
Veronica Nebb, City Attorney
RESOLUTION NO. ________

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VALLEJO APPROVING A PROFESSIONAL SERVICES AGREEMENT WITH DAUPLER, INC. FOR DAYTIME AND

AFTER-HOURS CALL ANSWERING FOR THE WATER AND PUBLIC WORKS DEPARTMENTS FOR A NOT-TO-EXCEED AMOUNT OF $350,000 THROUGH JUNE 30, 2024, AND AUTHORIZING THE CITY MANAGER TO EXECUTE THE SAME AND AUTHORIZING THE PAYMENT OF UNPAID INVOICES FROM FY2021-2022 WHEREAS, the City identified the need for after-hours call answering services for time-sensitive, life safety, threats to public health and the environment, and loss of basic services; and WHEREAS, City staff solicited bids in October 2019 from vendors to provide call answering services and Daupler, Inc. was selected; and
WHEREAS, in January 2019, the contract was amended to increase the contract not-to-exceed amount to allow for additional project management, coordination, implementation, and training; and
WHEREAS, it was identified, due to low staffing, that it was necessary to contract for daytime call answering services and a new contract was executed October 27, 2022 and WHEREAS, due to an oversight, prior staff was not aware of an auto renewal function in the contract and the contract automatically renewed on July 1, 2023; and WHEREAS, due to staff turnover, there are prior invoices that were misplaced from FY2021-2022 that were not identified until recently and are currently unpaid; and WHEREAS, it is in the City’s best interest to continue contracting with Daupler, Inc. as the company is integrated into our system and provide quality service for a reasonable price.

NOW THEREFORE, BE IT RESOLVED that the City Council hereby approves the Daupler, Inc.

Professional Services Agreement and authorizes the City Manager to execute the same and to make retroactive payments from Fiscal Year 2021-22.

Adopted by the Council of the City of Vallejo at a regular meeting held on March 26, 2024, with the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
_________________________________________
ROBERT H. MCCONNELL, MAYOR
ATTEST: _________________________________________
DAWN G. ABRAHAMSON, CITY CLERK
CONSENT CALENDAR 8.I.

DATE: March 26, 2024
TO: Mayor and Members of the City Council
FROM: Gillian Haen, Assistant City Manager
Natalie Peterson, Assistant to the City Manager
SUBJECT: ADOPT A RESOLUTION APPROVING THE SECOND AMENDMENT TO THE GRANT

AGREEMENT BETWEEN CITY OF VALLEJO AND SUTTER SOLANO MEDICAL

CENTER, TO PROVIDE ADDITIONAL FUNDING FOR THE BROADWAY

PROJECT, AUTHORIZING THE CITY MANAGER TO EXECUTE SAME AND PROVIDING NOTICE OF INTENT TO AMEND THE FISCAL YEAR 2023-2024 BUDGET

RECOMMENDATION
Adopt a resolution approving the second amendment to the Grant Agreement between City of Vallejo and Sutter Medical center, authorizing the City Manager to execute same and providing notice of intent to amend the fiscal year 2023-2024 budget relating to same.

REASONS FOR RECOMMENDATION
Addressing Housing and Unhoused is a multi-year priority area adopted by the Vallejo City Council. By approving this amendment, the City Council will be providing funding needed to complete the construction of the Broadway Project.

BACKGROUND AND DISCUSSION
In January 2022, City Council adopted a resolution authorizing the City Manager to apply for the California Project Homekey funding being offered by The Department of Housing and Community Development (HCD).

On January 31, 2022 staff submitted an application to HCD for such funding. On May 10, 2022 the City of Vallejo received the award from HCD, and in June 2022 Council approved the acceptance of the award.

In August 2022, the City of Vallejo applied for the Infill and Infrastructure Grant offered through HCD to be used towards the Broadway Project and received an award letter for the grant in May 2023. In June 2023 Council approved the acceptance of the award.

The Broadway Project is a 48-unit permanent supportive modular housing project designed to house chronically homeless individuals. The project will include 47 studio units, an on-site manager unit, community room and courtyard. On-site supportive services will be client-centered, strengths-based, and trauma-informed to help participants with goal setting, life skills, financial literacy, budgeting, needs assessments, and connections to benefits and community resources.

Sutter Health Hospitals (Sutter) is a supporter of the City of Vallejo and our efforts to improve homelessness challenges in Vallejo. In 2019 Sutter awarded the City of Vallejo three million dollars ($3,000,000) to be used towards assistance for the unhoused community, specifically, towards the Vallejo Navigation Center operations. In an effort to support the City Council’s priority area of housing and unhorsed, Sutter has offered to allocate two million dollars ($2,000,000) of the grant award provided to the City in 2019 to be used towards the construction of the Broadway Project. The remaining one million dollars ($1,000,000) will remain as operating funds for the Vallejo Navigation Center.

Date: March 26, 2024
Subject:

ADOPT A RESOLUTION APPROVING THE SECOND AMENDMENT TO THE GRANT

AGREEMENT BETWEEN CITY OF VALLEJO AND SUTTER SOLANO MEDICAL CENTER, TO

PROVIDE ADDITIONAL FUNDING FOR THE BROADWAY PROJECT, AUTHORIZING THE

CITY MANAGER TO EXECUTE SAME AND PROVIDING NOTICE OF INTENT TO AMEND THE FISCAL YEAR 2023-2024 BUDGET

Page 2 ends

If Council accepts this amendment these funds would help to bring the Broadway project construction to fruition within the Homekey timeline with construction needing to be completed by September 30, 2024 and full occupancy of December 30, 2024.

FISCAL IMPACT

ENVIRONMENTAL REVIEW
This action is exempt from the California Environmental Quality Act (CEQA) because it is not a project which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, pursuant to CEQA Guideline section 15378.

ATTACHMENTS

1. Sutter 2nd Amendment Reso_CAO Stamp_clean

2. Second Amendment Sutter Health Navigation Center Funding_CAO Stamp

CONTACT
Gillian Haen, Assistant City Manager (707) 648-4163
[email protected]
RESOLUTION NO. ________

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VALLEJO APPROVING THE

SECOND AMENDMENT TO THE GRANT AGREEMENT BETWEEN CITY OF VALLEJO AND

SUTTER VALLEY HOSPITALS DBA SUTTER SOLANO MEDICAL CENTER, AUTHORIZING

THE CITY MANAGER TO EXECUTE SAME AND PROVIDING NOTICE OF INTENT TO AMEND THE FISCAL YEAR 2023-2024 BUDGET
WHEREAS, addressing housing and the unhoused is an adopted City Council priority; and WHEREAS, the Broadway Project is a 48-unit permanent supportive housing project to house chronically homeless individuals; and
WHEREAS, Sutter Solano Medical Center (“Sutter”) is a supporter of the City and its efforts to addressing homelessness in Vallejo; and
WHEREAS, in 2019, Sutter awarded a grant of three million dollars ($3,000,000.00) to the City of Vallejo to be used towards the assistance of the unhoused community and more specifically, towards the operation of the Vallejo Navigation Center; and WHEREAS, Sutter has offered to increase the grant award by two million dollars ($2,000,000.00) to be used towards construction of the Broadway Project.

NOW, THEREFORE BE IT RESOLVED that the City Council hereby approves the Second Amendment to the Grant Agreement between the City of Vallejo and Sutter Solano Medical Center to reallocate two million dollars of grant monies to the Broadway Project.

BE IT FURTHER RESOLVED that the City Council authorizes the City Manager or his designee to execute same, with any modifications recommended by the City Attorney and the City Clerk to attest.

BE IT FURTHER RESOLVED that the City Council does hereby give its notice of intention to amend the general fund budget by two million dollars for fiscal year 2023-2024 to account for the change.

Adopted by the Council of the City of Vallejo at a special meeting held on March 12, 2024 with the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
_________________________________________
ROBERT H. MCCONNELL, MAYOR
ATTEST: _________________________________________
DAWN G. ABRAHAMSON, CITY CLERK
SUTTER VALLEJO HOSPITALS dba

SUTTER SOLANO MEDICAL CENTER
and

CITY OF VALLEJO

SECOND AMENDMENT TO GRANT AGREEMENT
This Second Amendment to the Grant Agreement (“Second Amendment”) is entered into as of March 12, 2024 (the “Effective Date”), between Sutter Valley Hospitals, a California nonprofit public benefit corporation doing business as Sutter Solano Medical Center (“SSMC”) and City of Vallejo, a California municipal corporation (“City”).

RECITALS
A. SSMC and City entered into a Grant Agreement effective November 8, 2019, attached hereto as Exhibit A (the “Agreement”), whereby SSMC agreed to contribute Three Million Dollars ($3,000,000.00) of Grant Funds to City from the construction of a 125-bed Homeless Shelter, in furtherance of SSMC’s charitable mission of enhancing the wellbeing or people in SSMC’s community.

B. SSMC transferred all Grant Funds to City via three (3) One Million Dollar ($1,000,000.00) installments in years 2019, 2020, and 2021.

C. Pursuant to the Agreement, any Grant Funds not expended on Grant Objectives by December 31, 2022 were to be returned to SSMC.

D. Effective December 31, 2022, SSMC and City amended the Agreement to extend the term of the Agreement to expire on December 31, 2024 (First Amendment).

E. As of the Effective Date of the First Amendment, no Grant Funds have been expended on Grant Objectives due to significant, unanticipated obstacles encountered by City.

F. The parties met and conferred regarding the construction delays and confirmed that i) City continues to work in good faith towards achieving the Grant Objectives, ii) City continues to hold all Grant Funds received; and, iii) SSMC continues to support the Grant Objectives and agreed to the extension of the Grant Period through December 31, 2024.

G. The parties met and conferred regarding the construction timeline of the Homeless Shelter and other projects to address the unhoused community in Vallejo and SSMC continues to support the Grant Objectives and continued support of the unhoused in Vallejo.

NOW THEREFORE, the parties agree as follows:

AGREEMENT

1. Definitions. Capitalized terms not defined in this First Amendment shall have the meaning set forth in the Agreement.

2. Grant Objectives.

2.1 Addition of Grant Objectives. The Parties agree that funding the construction of the Broadway Project, a 48-unit permanent supportive housing development, will be added as a Grant Objective.

3. Budget and Use of Funds. The following shall be added as the last sentence of Section 7 of the Agreement (Budget and Use of Funds):
“One million dollars ($1,000,000.00) of the Grant Funds shall be allocated to the operation of the Homeless Shelter and two million dollars ($2,000,000.00) shall be allocated to construction of the Broadway Project.

4. No Other Changes. Except as set forth in this Second Amendment, no other modifications are being made to the Agreement and the Agreement shall remain in full force and effect.

5. Conflicts. In the event of a conflict in the terms of the Agreement and/or any amendments or extensions thereto, the last fully executed amendment or extension to the Agreement shall prevail.

6. Counterpart and Electronic Signature. As permitted under the U.S. Electronic Signatures in Global and National Commerce (ESIGN) Act of 2000, and the Uniform Electronic Transactions Act (UETA), the parties hereby agree to conduct this transaction by electronic means. This Agreement may be executed through an electronic signature and may be executed in two or more counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. The parties agree that the electronic signatures appearing on this Agreement are intended by each party using it to have the same force and effect as the use of a manual signature for the purposes of validity, enforceability, and admissibility.

7. Authority. The parties hereto expressly represent and warrant that the persons below are duly authorized agents with the power and authority to sign this document on behalf of that party.

The parties have executed this Second Amendment on the dates below, to be effective as of the Effective Date.

SSMC:

Sutter Valley Hospitals, a nonprofit
public benefit corporation dba Sutter
Solano Medical Center
By:
______________________________

CITY OF VALLEJO,
a municipal corporation
By:
______________________________
Name:
___________________________
Title:
_____________________________
Date:___________________________
__
Name:
___________________________
Title:
_____________________________
Date:___________________________
__
CONSENT CALENDAR 8.J.

DATE: March 26, 2024
TO: Mayor and Members of the City Council
FROM: Mike Malone, City Manager
SUBJECT: AUTHORIZE THE MAYOR TO SIGN A LETTER OF SUPPORT ON BEHALF OF THE VALLEJO CITY COUNCIL SUPPORTING SB 1379 ALLOWING RETIRED ANNUITANTS TO EXCEED THE 960 HOUR WORK LIMIT

RECOMMENDATION
Authorize the Mayor to sign a letter to State Senator Bill Dodd on behalf of the Vallejo City Council, expressing support for SB 1379 allowing retired annuitants to exceed the 960 hour work limit.

REASONS FOR RECOMMENDATION
The City of Vallejo has a police staffing shortage, and the Solano County Sheriff’s office has been pressed to respond to calls for service in Vallejo. This bill would create an exception to the 960-hour limit for retired members hired by the City of Vallejo or the County of Solano to perform a function or functions regularly performed by a peace officer, any evidence or dispatch personnel, or any administrative or records personnel.

BACKGROUND AND DISCUSSION
From the Legislative Counsel’s Digest:

The Public Employees’ Retirement Law creates the Public Employees’ Retirement System (PERS), which provides pension and other benefits to members of the system and prescribes limitations on the service that retired members may perform, without the member reinstating in the system, for employers that participate in the system. The California Public Employees’ Pension Reform Act of 2013 (PEPRA) also prescribes limitations on the activities of retired members of these retirement systems, which supersede the provisions of PERS with which they conflict. Under both PERS and PEPRA, a retired member is generally subject to a limit of 960 hours of employment within a calendar or fiscal year, depending on the administrator of the system, for specified employers without reinstating in the system.

This bill would create an exception for the above-described limit for retired members hired by the City of Vallejo or the County of Solano to perform a function or functions regularly performed by a peace officer, any evidence or dispatch personnel, or any administrative or records personnel. The bill would repeal these provisions on January 1, 2029.

This bill would make legislative findings and declarations as to the necessity of a special statute for the County of Solano.

This bill would declare that it is to take effect immediately as an urgency statute.

FISCAL IMPACT
There is no fiscal impact associated with this action.

ENVIRONMENTAL REVIEW
Date: March 26, 2024
Subject: AUTHORIZE THE MAYOR TO SIGN A LETTER OF SUPPORT ON BEHALF OF THE VALLEJO CITY COUNCIL SUPPORTING SB 1379 ALLOWING RETIRED ANNUITANTS TO EXCEED THE 960 HOUR WORK LIMIT

Page 2 ends

This action is exempt from the California Environmental Quality Act (CEQA) because it is not a project which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, pursuant to CEQA Guideline section 15378.

ATTACHMENTS

1. Support SB 1379 (Dodd)

CONTACT
Mike Malone, City Manager (707) 648-4576
[email protected]
March 26, 2024
The Honorable Bill Dodd
California State Senate
State Capitol, Room 7610
Sacramento, CA 95814
Re: SUPPORT SB 1379 (Dodd)
Dear Senator Dodd,
On behalf of the City of Vallejo and the Vallejo City Council, I am writing to express our unwavering support for SB 1379 (Dodd) regarding retired annuitants with the Solano County Sheriff’s office and Vallejo Police Department.

SB 1379, a crucial district bill aimed at addressing the acute staffing shortage within the Vallejo Police Department, would allow retired annuitants working for the Vallejo Police Department, and sheriff deputies from Solano County to exceed the 960-hour work limit.

The city is currently facing a state of emergency due to a severe lack of police officers, leading to public safety concerns that demand immediate attention.

The average 18-24 months required to train new recruits exacerbates the problem, and Vallejo can ill afford to wait for additional officers. Despite an authorized force of 132 officers, the Vallejo Police Department is currently operating with only 31 patrol officers, 4 detectives, and no traffic officers. This dire situation necessitates urgent action to ensure the safety of the community. Because of this staffing shortage, The Solano County Sheriff’s Office is pressured with responding to calls for service in Vallejo. Therefore, the 960-hour limit should also be waived for Solano County Sheriff’s Office, as it will almost certainly be tasked with responding to calls in Vallejo.

This bill proposes a temporary waiver of the 960-hour work limit through 2029 for retired annuitants working for the Vallejo Police Department and the Solano County Sheriff’s Office. This exemption would encompass peace officers, dispatchers, evidence personnel, and administrative/records personnel, providing essential support during this critical period. It is important to note that this proposed waiver aligns with existing precedents, such as Governor Newsom’s Executive Order N-1-23, which allowed a similar exemption for retired annuitants during times of emergency.

SB 1379 is a pragmatic solution to the immediate staffing and public safety needs of the residents of Vallejo. I am in strong support for SB 1379 which provides a critical tool to addressing this crisis and the unique circumstances faced by Vallejo and Solano County.

Sincerely,
Mayor Rober H. McConell
Vallejo City Council
CONSENT CALENDAR 8.K.

DATE: March 26, 2024
TO: Mayor and Members of the City Council
FROM: Erik Rzomp, Executive Assistant to Mayor McConnell SUBJECT: AUTHORIZE THE MAYOR TO SIGN A LETTER OF SUPPORT ON BEHALF OF THE

VALLEJO CITY COUNCIL IN SUPPORT OF THE MARE ISLAND SEWER REHABILITATION PROJECT TO BE SUBMITTED TO U.S. SENATOR PADILLA FOR FISCAL YEAR 2025 COMMUNITY PROJECT FUNDING CONSIDERATION

RECOMMENDATION
Authorize the Mayor to sign a letter to US Senator Alex Padilla on behalf of the Vallejo City Council, expressing support for Mare Island Sewer Rehabilitation Project.

REASONS FOR RECOMMENDATION
Vallejo Flood and Wastewater District is asking for a letter of support for their request for funding for the Mare Island Sewer Rehabilitation Project. The request for direct federal appropriation will be in support of resolving significant sewer deficiencies on Mare Island.

BACKGROUND AND DISCUSSION
The Vallejo Flood & Wastewater District will be submitting a Community Projects proposal (previously known as congressional earmarks) to Senator Padilla’s office. The request for direct federal appropriation will be in support of resolving significant sewer deficiencies on Mare Island. Vallejo Flood & Wastewater District will be asking for $3 million to support the first of many phases of sewer improvements that are needed on Mare Island to address very high Inflow & Infiltration problems and to rebuild sewer pump stations.

Because Vallejo Flood and Wastewater District does not serve a Disadvantaged Community (DAC) under California guidelines for DACs, VFWD is not eligible for grant funds under the IIJA (aka the Bipartisan Infrastructure Bill) or under SRF (State Revolving Loan Funds) funding. VFWD has decided to seek a direct congressional appropriation.

VFWD is asking that the City of Vallejo confirm their partnership with VFWD in a Letter of Support.

FISCAL IMPACT
There is no fiscal impact associated with this action.

ENVIRONMENTAL REVIEW
This action is exempt from the California Environmental Quality Act (CEQA) because it is not a project which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, pursuant to CEQA Guideline section 15378.

ATTACHMENTS

1. 03262024Support Mare Island Sewer Rehab Project
Date: March 26, 2024
Subject: AUTHORIZE THE MAYOR TO SIGN A LETTER OF SUPPORT ON BEHALF OF THE

VALLEJO CITY COUNCIL IN SUPPORT OF THE MARE ISLAND SEWER REHABILITATION PROJECT TO BE SUBMITTED TO U.S. SENATOR PADILLA FOR FISCAL YEAR 2025 COMMUNITY PROJECT FUNDING CONSIDERATION

Page 2 ends

CONTACT
Erik Rzomp (707) 648-4377
[email protected]
Robert H. McConnell ∙ Office of the Mayor ∙ 555 Santa Clara Street, Second Floor ∙ Vallejo, CA 94590 ∙ 707.648.4377 March 26, 2024
Senator Alex Padilla
U.S. Senate
Via Form Submission
Dear Senator Padilla:

I write to you in support of the Mare Island Sewer Rehabilitation Project that will be submitted for FFY 2025 Community Project Funding consideration.

The Mare Island Naval Shipyard was transferred to the City of Vallejo under the BRAC process in 1996. At the time, sewer infrastructure on the island was maintained and operated by the U.S. Navy. The sewer infrastructure was not in very good condition when it was transferred and has continued to deteriorate over the past 28 years while development on the island is planned and implemented.

While redevelopment is progressing, there are significant portions of the island where the current conditions of sewer infrastructure have reached a critical point where Inflow and Infiltration (I&I) of groundwater into the sewer system can overwhelm the existing pump stations and pipes. There is real and significant risk of sewer overflows into the San Pablo Bay and San Francisco Bay.

The Vallejo Flood and Wastewater District operates and maintains the sewer infrastructure on Mare Island. There is currently not enough revenue generation from sewer rates on the island to pay for the needed improvements, and the District serves a significant number of lowincome individuals and families on the mainland who cannot afford to have their sewer rates increased to pay for this deteriorating infrastructure on the island. There are several federal facilities on the island that will benefit from the needed sewer rehabilitation, including a V.A. [SUBJECT]

Page 2 ends

Health Center, a U.S. Army Reserve Center, and a dry dock facility that services NOAA, U.S.

Navy and U.S. Coast Guard ships.

While there are significant disadvantaged communities within the Vallejo area, the State Water Board’s “broad brush” definition of a Disadvantaged Community excludes Vallejo, meaning that the area is not eligible for economic assistance under the IIJA and CWSRF grant programs.

I urge you to consider funding the first phase of sewer rehabilitation on the island. This effort will address the most pressing I&I issues and significantly reduce the risk of untreated sewage reaching the Bay.

Sincerely,
Robert H. McConnell
Mayor

RHM:er
cc:file
[SUBJECT]

Page 2 ends

ACTION ITEM 9.A.

DATE: March 26, 2024
TO: Mayor and Members of the City Council
FROM: Terrance Davis, Assistant City Manager
Melissa Tigbao, Public Works Director
SUBJECT: RECEIVE AN UPDATE ON THE DESIGN OF A NEW POLICE HEADQUARTERS FACILITY TO BE LOCATED AT 111 AMADOR AND NOTICE OF INTENT (STEP 1 OF 2) TO AMEND THE FISCAL YEAR 2023-24 CAPITAL IMPROVEMENT BUDGET IN THE AMOUNT OF $1,998,200 TO COMPLETE PHASE B OF THE POLICE HEADQUARTERS DESIGN

RECOMMENDATION

1. Receive an update on Vallejo Police headquarters feasibility analysis and provide staff with additional direction; and

2. Give notice to amend FY 2023-24 Capital Improvement Program Budget (project #PW9818) in the amount of $1,998,200 to advance the design of the new police station and utilize Measure P funding.

REASONS FOR RECOMMENDATION
The City Council has directed staff and appropriated the first phase of funding necessary to begin the design of a new police facility located at 111 Amador Street. Additional funding and direction are required to proceed with the project.

Amending the budget requires a public notice of intent under the City's Charter Section 703 prior to any action taken. If an amendment is desired, a staff report and recommendation to amend the budget will be presented to City Council at the next regularly-scheduled City Council meeting.

BACKGROUND AND DISCUSSION
The current Vallejo Police Department Building at 111 Amador has been deteriorating for many years.

Originally constructed in 1961 as a part of a municipal services complex that includes the City's Corporation Yard, the existing 19,300 square foot building was built when Vallejo's population was 60,000. The current building is undersized and in poor condition due to its age and significant deferred maintenance. The building has outdated HVAC systems, along with lead and asbestos issues that require continual monitoring and ongoing costs. Further, the building lacks adequate backup power generation and has recently lost power for extended periods of time, impacting the efficiency of operations.

Following a community engagement process and the completion of feasibility assessments of alternate locations, on April 11, 2023, the City Council gave staff unanimous direction to pursue the design and construction of a replacement headquarters located at 111 Amador Street. Future police facilities and personnel needs are based on population estimates for 2040, which projects 139,000 residents. Thus, the footprint required at the Amador site to support the future needs of the Vallejo Police Department for the next 30 years requires the relocation of the existing City Corporation Yard to make adequate space available, Date: March 26, 2024
Subject: RECEIVE AN UPDATE ON THE DESIGN OF A NEW POLICE HEADQUARTERS FACILITY TO BE LOCATED AT 111 AMADOR AND NOTICE OF INTENT (STEP 1 OF 2) TO AMEND THE FISCAL YEAR 2023-24 CAPITAL IMPROVEMENT BUDGET IN THE AMOUNT OF $1,998,200 TO COMPLETE PHASE B OF THE POLICE

HEADQUARTERS DESIGN

Page 2 ends

which increases project scope and cost. At the time of City Council approval, the projected cost to construct both the police facility and relocate the Corporation Yard was $121 million. Note, the design of an alternate Corp Yard site is not included in the current project scope and remains unfunded, at present.

Project Scope
In 2020, the City issued a Request for Proposals for architectural design services to complete a police station project. The firm Indigo Hammond + Playle, LLP was selected through this competitive process. Given the firm's familiarity with Vallejo and understanding of the design needs, staff amended the existing professional services agreement to include a new scope for the Amador design.

The design of the Amador project is divided into three parts. The initial Phase A (preliminary design) was to perform all work necessary to achieve a 35% level of design completion. The second Phase B is for the development of all the remaining construction documents through permitting, which is equivalent to 65% and 95% design completion. The final Phase C is for bidding and construction completion.

The total design cost for the project is estimated at $4,643,300, separated into the following costs per phase:
• Phase A: $1,653,300
• Phase B: $1,998,200
• Phase C: $991,800
Attachment I provides the details of the contract and scope of work.

Current Design Status
The conceptual design (Phase A) began in August 2023 and has been completed. Environmental review of the site, along with an assessment of utility, topography, and other site conditions were completed. During the environmental review, the presence of former underground storage tanks was discovered, which will require soil management during the construction phase.

The overall design calls for a new 3-story, 67,925 square foot Vallejo Community Safety Center. The architectural design for the new Community Safety Center transcends bricks and mortar, aiming to become a symbol of unity, transparency, and accessibility within the Vallejo community.

The design meets California Essential Services Building standards to accommodate all critical police services like 911 Dispatch, an Emergency Operations Center (doubling as a Community Meeting Room), and dedicated Community Engagement space. This site will have 146 parking spaces and include a Public Plaza will be built, along with utilities, paving, and landscaping across 3.1 acres of the site. The Public Plaza is designed to provide the community with new opportunities for social interaction and special events and create a space for civic engagement.

Finally, to save costs, the design takes advantage of existing Corporation Yard buildings and fleet maintenance facilities. The main Corp Yard building would be converted to police operations, and the 3 pump fuel station would remain in service.

Attachment II includes the full Phase A schematic design.

Project Timelines and Cost Estimates
Date: March 26, 2024
Subject: RECEIVE AN UPDATE ON THE DESIGN OF A NEW POLICE HEADQUARTERS FACILITY TO BE LOCATED AT 111 AMADOR AND NOTICE OF INTENT (STEP 1 OF 2) TO AMEND THE FISCAL YEAR 2023-24 CAPITAL IMPROVEMENT BUDGET IN THE AMOUNT OF $1,998,200 TO COMPLETE PHASE B OF THE POLICE

HEADQUARTERS DESIGN

Page 3 ends

Phase B of the design is anticipated to take 5–6 months to complete, with the total project duration estimated at 43 months. At the conclusion of Phase A of the design, the following construction costs have been estimated (further itemized in Attachment III):

Description Cost Estimate
Total Direct Construction Cost $58.6 Million
General Contractor Markup $9.6 Million
Total Construction w/ Markup $68.2 Million
Escalation & Design Contingency $22.3 Million
Bid Day Cost ($1,019/ SF) $90.5 Million
Construction Contingency $9.1 Million
Cost at End of Construction $99.6 Million

FISCAL IMPACT
As detailed above, there have been ongoing costs related to site acquisition, feasibility assessments, and architectural design services for a new police building since 2018.

The following summarizes Project expenditures:
• Larchmont Public Safety Assessment - $90,000
• Acquisition of 400 Mare Island Way - $13,400,000
• Glass Feasibility Assessment of 400 Mare Island Way - $60,000 • Glass Feasibility Assessment of JFK - $10,000
• 400 Mare Island Way Phase I Architectural Design (35%) – $ $899,400 • JFK and 400 Mare Island Way Detailed Feasibility - $150,000 • 111 Amador Phase A (35%) Design (2023) - $1,653,300
Staff is providing a notice of intent to amend the FY 2023-24 Capital Improvement Budget in the amount of $1,998,200 to advance Phase B of the design. Currently, the only identified funding force for this project is Measure P.

ENVIRONMENTAL REVIEW
This project is in the design phase. Therefore, this action is exempt from the California Environmental Quality Act (CEQA) because it is not a project which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, pursuant to CEQA Guideline section 15378.

ATTACHMENTS
Date: March 26, 2024
Subject: RECEIVE AN UPDATE ON THE DESIGN OF A NEW POLICE HEADQUARTERS FACILITY TO BE LOCATED AT 111 AMADOR AND NOTICE OF INTENT (STEP 1 OF 2) TO AMEND THE FISCAL YEAR 2023-24 CAPITAL IMPROVEMENT BUDGET IN THE AMOUNT OF $1,998,200 TO COMPLETE PHASE B OF THE POLICE

HEADQUARTERS DESIGN

Page 4 ends

1. Attachment I (Design Contract)

2. Attachment II (Schematic Design Plans)

3. Attachment III (Cost Estimate)

CONTACT
Melissa Tigbao, Public Works Director (707-648-4433)
[email protected]
First Amendment to Agreement 20-PW177 – Indigo Hammond + Playle Architects Page 1 of 23

FIRST AMENDMENT TO THE

DESIGN PROFESSIONAL SERVICES AGREEMENT BETWEEN

CITY OF VALLEJO
AND
INDIGO HAMMOND + PLAYLE ARCHITECTS, LLP
This First Amendment to the Design Professional Services Agreement made and entered into on February 26, 2020, hereinafter referred to as “Agreement”, between Indigo Hammond + Playle Architect, LLP, therein referred to as “Design Professional”, and the City of Vallejo, a municipal corporation, therein referred to as City, is made and entered into on this 13th day of September 2024.

Design Professional and City do mutually agree as follows:

1. Amendment to Scope of Services. Attachment 1 to Exhibit A, “Scope of Services,” is hereby replaced in its entirety with the new Attachment 1 attached hereto.

2. Amendment to Section 1.A of Exhibit B “Compensation.” Section 1.A of Exhibit B to the Agreement is hereby amended to read as follows:
“A. Services: City agrees to pay Design Professional, at the rate(s) specified below, for those services set forth in Exhibit A of this Agreement and for all authorized reimbursable expense, for a total not to exceed Five Million Six Hundred ThirtyFour Thousand Seven Hundred Dollars and Zero Cents [$5,634,700].

Design Professional shall notify City in writing no later than thirty (30) days prior to the estimated date when Design Professional will have billed City the maximum payment amount permitted under this Agreement, and Design Professional shall provide City with an estimate of the additional compensation required to complete the project.”

2. Amendment to Section 2 of Exhibit B, “Compensation.” Section 2 of Exhibit B to the Agreement is hereby amended to read as follows:
“2. Appropriate Billable Hourly Rates for Services and Additional Services.

Design Professional’s billable hourly rates are as follows:

Principle Architect $280
Architect $235
Senior Designer $205
Designer/ Drafter-Level 2 $168
Designer/ Drafter-Level 1 $148
Clerical $120
First Amendment to Agreement 20-PW177 – Indigo Hammond + Playle Architects Page 2 of 23 Rate Increases: Upon approval of City, Design Professional shall be permitted to increase rates to adjust for cost-of-living wage increases at the beginning of the fiscal year or as agreed upon by City and Design Professional. No price increases may be implemented without prior written approval of City. Requests for price increases must be made a minimum of ninety (90) days prior to the proposed effective date of the rate increase. To request a price increase, Design professional must submit a letter with an itemized list showing revised prices by line item. If City approves the price increase, Design Professional shall be notified in writing, no price increase will be effective until Design Professional receives this notice.”

3. Amendment of Exhibit B Attachment 1. Attachment 1 to Exhibit B, “Compensation” is hereby replaced in its entirety with the new Attachment 1 attached hereto.

4. Amendment to Term. Section 16 of the Agreement, “Term,” is hereby amended to read in its entirety as follows:
“16.Term. The term of this Agreement shall commence February 26, 2020, and shall continue in full force and effect until December 31, 2024.

City shall, at its discretion, have the right to extend the term of this agreement, in intervals of one year, by written notice to Design Professional. The total duration of this Agreement, including the exercise of any options under this section, shall not extend past December 31, 2026.

If the term of this Agreement extends into fiscal years subsequent to that in which it is approved, such continuation of the Agreement is contingent on the appropriation of funds for such purpose by the City Council of the City of Vallejo.

If funds to effect such continued payment are not appropriated, Design Professional agrees to terminate any services supplied to City of Vallejo under this Agreement and relieve City of any further obligation therefore.”

5. Integration. This First Amendment contains the entire agreement between the parties with respect to its subject matter and supersedes whatever oral or written understanding they may have had prior to the execution of this First Amendment. This First Amendment shall not be amended or modified except by a written agreement executed by each of the parties. Except as specifically revised herein, all terms and conditions of the Agreement shall remain in full force and effect, and Design Professional shall perform all duties, obligations and conditions required under the Agreement.

6. Inconsistencies. In the event of any conflict or inconsistency between the provisions of this First Amendment and the Contract, the provisions of this First Amendment shall control in all respects.

7. Ambiguities. The parties have each carefully reviewed this First Amendment and First Amendment to Agreement 20-PW177 – Indigo Hammond + Playle Architects Page 3 of 23 have agreed to each term of this First Amendment. No ambiguity shall be presumed to be construed against either party.

8. Counterparts. This First Amendment may be executed by the parties in one or more counterparts all of which collectively shall constitute one document and agreement.

9. Authority. The person signing this First Amendment for Design Professional hereby represents and warrants that he or she is fully authorized to sign this First Amendment on behalf of Design Professional.
(SIGNATURES ARE ON THE FOLLOWING PAGE)
First Amendment to Agreement 20-PW177 – Indigo Hammond + Playle Architects Page 4 of 23 IN WITNESS WHEREOF, the parties have entered into this First Amendment on the day and year first hereinabove appearing.

Indigo Hammond + Playle Architects,
LLP,
a limited liability partnership
BY:

BRUCE PLAYLE
Partner
DATE:
(City Seal)

CITY OF VALLEJO,
a municipal corporation
BY:

MICHAEL MALONE
City Manager
DATE:

ATTEST:

DAWN G. ABRAHAMSON
City Clerk
APPROVED AS TO CONTENT:

MELISSA TIGBAO
Public Works Director
APPROVED AS TO FORM:

VERONICA A. F. NEBB
City Attorney
APPROVED AS TO INSURANCE:

ARMOND SARKIS
Risk Manager
First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 5 of 23 ATTACHMENT 1 TO EXHIBIT A
First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 6 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 7 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 8 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 9 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 10 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 11 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 12 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 13 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 14 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 15 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 16 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 17 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 18 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 19 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 20 of 23 First Amendment to Agreement 20-PW177 – Indigo Hammond+Playle Architects Page 21 of 23 Project Fee Estimation
Vallejo Police Headquarters Project, Indigo Hammond + Playle Architects, LLP, April 27, 2023 page 1 of 2 Scope of Work, Tasks Est. Hours Avg. Rate Cost Est. Hours Avg. Rate Cost Est. Hours Avg. Rate Cost Est. Hours Avg. Rate Cost Est. Hours Avg. Rate Cost Est. Hours Avg. Rate Cost Est. Hours Avg. Rate Cost Est. Hours Avg. Rate Cost (hrs.) ($/hr.) ($) (hrs.) ($/hr.) ($) (hrs.) ($/hr.) ($) (hrs.) ($/hr.) ($) (hrs.) ($/hr.) ($) (hrs.) ($/hr.) ($) (hrs.) ($/hr.) ($) (hrs.) ($/hr.) ($) A. PRELIMINARY DESIGN (THRU 35% PS&E)
Schematic Design $0
1 Review all available documents, advise City of additional documentation required. 62 $225 $13,950 4 $180 $720 0 $200 $0 16 $225 $3,600 12 $200 $2,400 0 $200 $0 24 $180 $4,320 16 $180 $2,880 2 Review existing building plans, field reconnaisance and prepare limited CAD base plans of existing site w/bldg footprints. 44 $225 $9,900 4 $180 $720 0 $200 $0 20 $225 $4,500 0 $200 $0 16 $200 $3,200 6 $180 $1,080 32 $180 $5,760 3 Site studies: prepare topo & utility survey. 24 $225 $5,400 0 $180 $0 0 $200 $0 116 $225 $26,100 0 $200 $0 0 $200 $0 8 $180 $1,440 2 $180 $360 4 Conduct interview with Chief of Police, tour existing (1 meeting). 32 $240 $7,680 0 $180 $0 0 $200 $0 0 $225 $0 0 $200 $0 8 $200 $1,600 8 $180 $1,440 8 $195 $1,560 5 Conduct kick-off meeting with Facility Committee (1 meeting). 32 $240 $7,680 0 $180 $0 0 $200 $0 8 $225 $1,800 0 $200 $0 8 $200 $1,600 0 $180 $0 8 $195 $1,560 6 Prepare new Space Summary Table which updates and condenses information from the prior Space Program. 48 $225 $10,800 0 $180 $0 0 $200 $0 0 $225 $0 0 $200 $0 5 $200 $1,000 $180 $0 0 $100 $0 7 Prepare two Site Layout Alternatives, meet with Facility Committee to identify Preferred Alternative (1 meeting). 88 $225 $19,800 16 $180 $2,880 0 $200 $0 4 $225 $900 160 $200 $32,000 16 $200 $3,200 82 $180 $14,760 80 $180 $14,400 8 Site studies: prepare geotech investigation & report, geologic hazard study, review arborist report. 12 $225 $2,700 8 $180 $1,440 372 $200 $74,400 0 $225 $0 8 $200 $1,600 0 $200 $0 0 $180 $0 2 $180 $360 9 Using Preferred Alternative, prepare Schematic Design docs, meet with Facility Committee for approval (1 meeting). 610 $240 $146,400 72 $180 $12,960 0 $200 $0 100 $225 $22,500 160 $200 $32,000 0 $200 $0 8 $180 $1,440 280 $180 $50,400

9.5 Present Schematic Design to Planning Commission for review and approval, incl preparation (1 meeting). 48 $240 $11,520 0 $180 $0 0 $200 $0 0 $225 $0 0 $200 $0 0 $200 $0 0 $180 $1,440 8 $195 $1,560 10 Meeting with Facility Committee, receive approval of Schematic Design documents, any conditions (1 meeting). 24 $240 $5,760 0 $180 $0 0 $200 $0 8 $225 $1,800 8 $200 $1,600 0 $200 $0 8 $180 $1,440 8 $195 $1,560 Design Development (35% PS&E) $0
1 Upon approval of the Schematic Design by the City, proceed with Design Development documents. 4 $225 $900 4 $180 $720 0 $200 $0 16 $225 $3,600 0 $200 $0 0 $200 $0 0 $180 $0 0 $100 $0 2 Prepare preliminary Construction Phasing Plan 24 $225 $5,400 0 $180 $0 0 $200 $0 20 $225 $4,500 0 $200 $0 0 $200 $0 0 $180 $0 32 $195 $6,240 3 Prepare drawings to approximately 35% level of design completion. 1,990 $200 $398,000 105 $180 $18,900 0 $200 $0 116 $225 $26,100 62 $200 $12,400 100 $156 $15,600 840 $180 $151,200 180 $180 $32,400 4 Prepare specifications to approximately 35% level of design completion. 60 $225 $13,500 6 $180 $1,080 0 $200 $0 0 $225 $0 16 $200 $3,200 20 $200 $4,000 120 $180 $21,600 40 $195 $7,800 5 Prepare code review, including CDCR meeting, and incorporate into the documents (1 meeting). 80 $225 $18,000 0 $180 $0 0 $200 $0 8 $225 $1,800 16 $200 $3,200 0 $200 $0 40 $180 $7,200 8 $195 $1,560 6 Prepare Preliminary Codes and Standards Compliance Report. 8 $225 $1,800 0 $180 $0 0 $200 $0 0 $225 $0 0 $200 $0 0 $200 $0 0 $180 $0 4 $195 $780 7 Verify utility locations to determine and address any conflicts. 16 $225 $3,600 0 $180 $0 0 $200 $0 4 $225 $900 0 $200 $0 0 $200 $0 48 $180 $8,640 16 $180 $2,880 8 Identify all permits that may be required for the work, prepare all applications. 24 $225 $5,400 0 $180 $0 0 $200 $0 0 $225 $0 0 $200 $0 0 $200 $0 28 $180 $5,040 8 $180 $1,440 9 Develop a Cost Estimate by Construction Specification Institute (CSI) Uniformat functional group format 60 $225 $13,500 4 $180 $720 0 $200 $0 100 $225 $22,500 0 $200 $0 4 $200 $800 36 $180 $6,480 36 $160 $5,760 10 Conduct preliminary DD design meeting with Facility Committee, receive input (1 meeting). 24 $240 $5,760 0 $180 $0 0 $200 $0 8 $225 $1,800 0 $200 $0 8 $200 $1,600 8 $180 $1,440 12 $195 $2,340 11 Conduct final DD design meeting with Facility Committee, City receives final DD materials (1 meeting). 24 $240 $5,760 0 $180 $0 0 $200 $0 8 $225 $1,800 8 $200 $1,600 8 $200 $1,600 8 $180 $1,440 12 $195 $2,340 SUBTOTAL FROM ABOVE 3,338 $214 $713,210 223 $180 $40,140 372 $200 $74,400 552 $225 $124,200 450 $200 $90,000 193 $177 $34,200 1,272 $181 $230,400 792 $182 $143,940 EXPENSES $35,661 $1,500 $2,976 $6,210 $4,500 $1,710 $11,520 $7,197 MARKUP 15% n/a $6,246 $11,606 $19,562 $14,175 $5,387 $36,288 $22,671 TOTAL A. PRELIMINARY DESIGN (THRU 35% PS&E) $748,871 $47,886 $88,982 $149,972 $108,675 $41,297 $278,208 $173,808 B. FINAL DESIGN (THRU PERMIT)
Construction Documents (65% Submittal)
1 Final assessments of building systems 48 $200 $9,600 0 $180 $0 0 $200 $0 0 $225 $0 40 $160 $6,400 0 $200 $0 0 $180 $0 200 $180 $36,000 2 Final furnishings coordination. 60 $200 $12,000 0 $180 $0 0 $200 $0 0 $225 $0 0 $160 $0 0 $200 $0 0 $180 $0 0 $100 $0 3 Prepare 65% plans and specifications 1,990 $200 $398,000 60 $180 $10,800 0 $200 $0 180 $225 $40,500 426 $160 $68,160 126 $156 $19,656 570 $180 $102,600 400 $180 $72,000 4 Coordinate draft furnishings package. 16 $200 $3,200 0 $180 $0 0 $200 $0 0 $225 $0 8 $160 $1,280 0 $200 $0 0 $180 $0 0 $100 $0 5 Update project schedule and cost estimate 32 $200 $6,400 6 $180 $1,080 0 $200 $0 4 $225 $900 8 $160 $1,280 0 $200 $0 16 $180 $2,880 40 $195 $7,800 6 Conduct cost control, reconcile scope, quality and budget 88 $200 $17,600 0 $180 $0 0 $200 $0 0 $225 $0 0 $160 $0 4 $200 $800 0 $180 $0 80 $180 $14,400 7 Receive 65% comments and make revisions 90 $200 $18,000 16 $180 $2,880 0 $200 $0 8 $225 $1,800 60 $160 $9,600 0 $200 $0 80 $180 $14,400 120 $180 $21,600 8 Attend design meeting with City staff (1 meeting). 24 $240 $5,760 6 $180 $1,080 0 $200 $0 8 $225 $1,800 8 $160 $1,280 8 $200 $1,600 8 $180 $1,440 12 $195 $2,340 Construction Documents (95% Submittal)
1 Incorporate 65% comments and prepare 95% plans and specifications 1,500 $200 $300,000 40 $180 $7,200 0 $200 $0 110 $225 $24,750 280 $160 $44,800 72 $156 $11,232 570 $180 $102,600 44 $180 $7,920 2 Update project schedule and cost estimate 24 $200 $4,800 4 $180 $720 0 $200 $0 4 $225 $900 12 $160 $1,920 4 $200 $800 0 $180 $0 36 $195 $7,020 3 Receive 95% comments and make revisions 80 $200 $16,000 12 $180 $2,160 0 $200 $0 20 $225 $4,500 120 $160 $19,200 0 $200 $0 80 $180 $14,400 112 $180 $20,160 4 Attend design meeting with City staff (1 meeting). 24 $240 $5,760 0 $180 $0 0 $200 $0 4 $225 $900 8 $160 $1,280 8 $200 $1,600 8 $180 $1,440 8 $195 $1,560 Construction Documents (100% Submittal and Permit)
1 Incorporate 90% comments and prepare 100% plans and specifications 650 $200 $130,000 16 $180 $2,880 30 $200 $6,000 60 $225 $13,500 80 $160 $12,800 32 $156 $4,992 80 $180 $14,400 120 $180 $21,600 2 Attend design meeting with City staff (1 meeting) 24 $240 $5,760 0 $180 $0 0 $200 $0 8 $225 $1,800 0 $160 $0 8 $200 $1,600 8 $180 $1,440 8 $195 $1,560 SUBTOTAL FROM ABOVE 4,650 $201 $932,880 160 $180 $28,800 30 $200 $6,000 406 $225 $91,350 1,050 $160 $168,000 262 $161 $42,280 1,420 $180 $255,600 1,180 $181 $213,960 EXPENSES $46,644 $500 $240 $4,568 $8,400 $2,114 $12,780 $10,698 MARKUP 15% n/a $4,395 $936 $14,388 $26,460 $6,659 $40,257 $33,699 TOTAL B. FINAL DESIGN (THRU PERMIT) $979,524 $33,695 $7,176 $110,305 $202,860 $51,053 $308,637 $258,357 C. BIDDING AND CONSTRUCTION SUPPORT
Bidding (Allowance basis) Geotechnical observations NIC at this time 1 Attend the Pre-Bid Meeting. (1 meeting) 24 $240 $5,760 0 $180 $0 0 $200 $0 6 $225 $1,350 0 $160 $0 0 $200 $0 5 $180 $900 12 $160 $1,920 2 Review and respond to Bidder questions. (includes 12) 44 $240 $10,560 8 $180 $1,440 0 $200 $0 4 $225 $900 16 $160 $2,560 10 $200 $2,000 16 $180 $2,880 36 $160 $5,760 3 Prepare Addenda content for issuance by City. (includes 2) 24 $240 $5,760 8 $180 $1,440 0 $200 $0 4 $225 $900 42 $160 $6,720 8 $200 $1,600 42 $180 $7,560 36 $160 $5,760 4 Assist City with its Bid Evaluation process. 16 $240 $3,840 0 $180 $0 0 $200 $0 0 $225 $0 0 $160 $0 0 $200 $0 0 $180 $0 16 $160 $2,560 Construction Support (Allowance basis)
1 Attend Pre-Construction Meeting. (assumes 1) 24 $220 $5,280 0 $180 $0 0 $200 $0 6 $225 $1,350 0 $160 $0 0 $200 $0 8 $180 $1,440 12 $160 $1,920 2 Review and respond to Contractor submittals. (includes 170) 340 $220 $74,800 10 $180 $1,800 0 $200 $0 40 $225 $9,000 82 $160 $13,120 32 $188 $6,016 112 $180 $20,160 80 $160 $12,800 3 Review and respond to Contactor RFI's. (includes 350) 700 $220 $154,000 10 $180 $1,800 0 $200 $0 40 $225 $9,000 100 $160 $16,000 32 $188 $6,016 100 $180 $18,000 100 $160 $16,000 4 Review and respond to Contactor PCO’s. (includes 10) 30 $220 $6,600 0 $180 $0 0 $200 $0 0 $225 $0 10 $160 $1,600 32 $200 $6,400 10 $180 $1,800 20 $160 $3,200 5 Issue Architectural Supplemental Instructions ASI. (includes 20) 80 $220 $17,600 0 $180 $0 0 $200 $0 0 $225 $0 40 $160 $6,400 0 $200 $0 40 $180 $7,200 36 $130 $4,680 6 Issue Proposal Requests. (includes 4) 8 $220 $1,760 0 $180 $0 0 $200 $0 0 $225 $0 24 $160 $3,840 0 $200 $0 24 $180 $4,320 8 $195 $1,560 7 Maintain Submittal, RFI, ASI and CCO logs. 140 $220 $30,800 0 $180 $0 0 $200 $0 0 $225 $0 0 $160 $0 0 $200 $0 0 $180 $0 24 $160 $3,840 8 Attend construction project progress meetings. (includes 65 meetings) 650 $220 $143,000 10 $180 $1,800 0 $200 $0 16 $225 $3,600 30 $160 $4,800 30 $200 $6,000 30 $180 $5,400 80 $160 $12,800 9 Conduct periodic site observations, issue field reports. (trips included above) 130 $220 $28,600 0 $180 $0 0 $200 $0 30 $225 $6,750 32 $160 $5,120 0 $200 $0 32 $180 $5,760 80 $160 $12,800 10 Conduct preliminary observation and issue Punch List. (includes 1 meeting) 32 $220 $7,040 8 $180 $1,440 0 $200 $0 4 $225 $900 12 $160 $1,920 32 $200 $6,400 12 $180 $2,160 12 $160 $1,920 11 Assist in preparation of Notice of Substantial Completion. 2 $220 $440 0 $180 $0 0 $200 $0 0 $225 $0 0 $160 $0 0 $200 $0 0 $180 $0 12 $160 $1,920 12 Declare project 100% complete. Issuance of Notice of Final Completion. Filing by City. 2 $220 $440 0 $180 $0 0 $200 $0 0 $225 $0 0 $160 $0 0 $200 $0 0 $180 $0 0 $100 $0 13 Assist in final close-out procedures, review & stamp record documents submitted by contractor. 80 $220 $17,600 0 $180 $0 0 $200 $0 0 $225 $0 12 $160 $1,920 0 $200 $0 12 $180 $2,160 32 $160 $5,120 14 Prepare CAD record drawings based on documents submitted by contractor. (NIC) 0 $220 $0 4 $180 $720 0 $200 $0 8 $225 $1,800 0 $160 $0 0 $200 $0 0 $180 $0 30 $95 $2,850 15 Allowance for communications not included above. City's IOR/ Construction Manager will be onsite handling 200 $220 $44,000 0 $180 $0 0 $200 $0 0 $225 $0 0 $160 $0 0 $200 $0 0 $180 $0 30 $130 $3,900 day-to-day affairs of construction.

SUBTOTAL ALLOWANCE HOURS 2,526 $221 $557,880 58 $180 $10,440 0 #DIV/0! $0 158 $225 $35,550 400 $160 $64,000 176 $196 $34,432 443 $180 $79,740 656 $154 $101,310 EXPENSES $27,894 $500 $0 $1,778 $3,200 $1,722 $3,987 $5,066 MARKUP 15% n/a $1,641 $0 $5,599 $10,080 $5,423 $12,559 $15,956 SUBTOTAL, C. BIDDING AND CONSTRUCTION SUPPORT $585,774 $12,581 $0 $42,927 $77,280 $41,577 $96,286 $122,332 SUBTOTAL PARTS A, B, AND C FROM ABOVE 10,514 $210 $2,203,970 441 $180 $79,380 402 $200 $80,400 1,116 $225 $251,100 1,900 $169 $322,000 631 $176 $110,912 3,135 $180 $565,740 2,628 $175 $459,210 SUBTOTAL ESTIMATED EXPENSES $110,199 $2,500 $3,216 $12,555 $16,100 $5,546 $28,287 $22,961 MARKUP @ 15% n/a $12,282 $12,542 $39,548 $50,715 $17,469 $89,104 $72,326 TOTAL FEE $2,314,169 $94,162 $96,158 $303,203 $388,815 $133,926 $683,131 $554,496

49.8% 2.0% 2.1% 6.5% 8.4% 2.9% 14.7% 11.9%
(INDIGO Architects) (Gates + Associates) (BSK) (Cunningham) (Miyamoto International) (Guidepost Solutions) Architecture Landscape Architecture Civil Engineering & Survey Security & A/V Consultant Electrical & Data/Tel/Comm Engineering Geotechnical Mechanical and Plumbing
Engineer Structural Engineering
(M. Neils Engineering) (Peters Engineering)
Project Fee Estimation
Vallejo Police Headquarters Project, Indigo Hammond + Playle Architects, LLP, April 27, 2023 page 2 of 2 Scope of Work, Tasks
A. PRELIMINARY DESIGN (THRU 35% PS&E)
Schematic Design 1 Review all available documents, advise City of additional documentation required. 2 Review existing building plans, field reconnaisance and prepare limited CAD base plans of existing site w/bldg footprints. 3 Site studies: prepare topo & utility survey. 4 Conduct interview with Chief of Police, tour existing (1 meeting). 5 Conduct kick-off meeting with Facility Committee (1 meeting). 6 Prepare new Space Summary Table which updates and condenses information from the prior Space Program. 7 Prepare two Site Layout Alternatives, meet with Facility Committee to identify Preferred Alternative (1 meeting). 8 Site studies: prepare geotech investigation & report, geologic hazard study, review arborist report. 9 Using Preferred Alternative, prepare Schematic Design docs, meet with Facility Committee for approval (1 meeting).

9.5 Present Schematic Design to Planning Commission for review and approval, incl preparation (1 meeting). 10 Meeting with Facility Committee, receive approval of Schematic Design documents, any conditions (1 meeting).

Design Development (35% PS&E) 1 Upon approval of the Schematic Design by the City, proceed with Design Development documents. 2 Prepare preliminary Construction Phasing Plan 3 Prepare drawings to approximately 35% level of design completion. 4 Prepare specifications to approximately 35% level of design completion. 5 Prepare code review, including CDCR meeting, and incorporate into the documents (1 meeting). 6 Prepare Preliminary Codes and Standards Compliance Report. 7 Verify utility locations to determine and address any conflicts. 8 Identify all permits that may be required for the work, prepare all applications. 9 Develop a Cost Estimate by Construction Specification Institute (CSI) Uniformat functional group format 10 Conduct preliminary DD design meeting with Facility Committee, receive input (1 meeting). 11 Conduct final DD design meeting with Facility Committee, City receives final DD materials (1 meeting).

SUBTOTAL FROM ABOVE

EXPENSES
MARKUP 15%
TOTAL A. PRELIMINARY DESIGN (THRU 35% PS&E)
B. FINAL DESIGN (THRU PERMIT)
Construction Documents (65% Submittal) 1 Final assessments of building systems 2 Final furnishings coordination. 3 Prepare 65% plans and specifications 4 Coordinate draft furnishings package. 5 Update project schedule and cost estimate 6 Conduct cost control, reconcile scope, quality and budget 7 Receive 65% comments and make revisions 8 Attend design meeting with City staff (1 meeting).

Construction Documents (95% Submittal) 1 Incorporate 65% comments and prepare 95% plans and specifications 2 Update project schedule and cost estimate 3 Receive 95% comments and make revisions 4 Attend design meeting with City staff (1 meeting).

Construction Documents (100% Submittal and Permit) 1 Incorporate 90% comments and prepare 100% plans and specifications 2 Attend design meeting with City staff (1 meeting)

SUBTOTAL FROM ABOVE

EXPENSES
MARKUP 15%
TOTAL B. FINAL DESIGN (THRU PERMIT)
C. BIDDING AND CONSTRUCTION SUPPORT
Bidding (Allowance basis) 1 Attend the Pre-Bid Meeting. (1 meeting) 2 Review and respond to Bidder questions. (includes 12) 3 Prepare Addenda content for issuance by City. (includes 2) 4 Assist City with its Bid Evaluation process.

Construction Support (Allowance basis) 1 Attend Pre-Construction Meeting. (assumes 1) 2 Review and respond to Contractor submittals. (includes 170) 3 Review and respond to Contactor RFI's. (includes 350) 4 Review and respond to Contactor PCO’s. (includes 10) 5 Issue Architectural Supplemental Instructions ASI. (includes 20) 6 Issue Proposal Requests. (includes 4) 7 Maintain Submittal, RFI, ASI and CCO logs. 8 Attend construction project progress meetings. (includes 65 meetings) 9 Conduct periodic site observations, issue field reports. (trips included above) 10 Conduct preliminary observation and issue Punch List. (includes 1 meeting) 11 Assist in preparation of Notice of Substantial Completion. 12 Declare project 100% complete. Issuance of Notice of Final Completion. Filing by City. 13 Assist in final close-out procedures, review & stamp record documents submitted by contractor. 14 Prepare CAD record drawings based on documents submitted by contractor. (NIC) 15 Allowance for communications not included above. City's IOR/ Construction Manager will be onsite handling day-to-day affairs of construction.

SUBTOTAL ALLOWANCE HOURS

EXPENSES
MARKUP 15%
SUBTOTAL, C. BIDDING AND CONSTRUCTION SUPPORT

SUBTOTAL PARTS A, B, AND C FROM ABOVE

SUBTOTAL ESTIMATED EXPENSES
MARKUP @ 15%

TOTAL FEE
% of Total
Fee
Total Fee,
rounded
Est. Hours Avg. Rate Cost Est. Hours Cost
(hrs.) ($/hr.) ($) (hrs.) ($) 0 $150 $0 134 $27,870 0 $150 $0 122 $25,160 0 $150 $0 150 $33,300 0 $150 $0 56 $12,280 8 $150 $1,200 64 $13,840 0 $150 $0 53 $11,800 0 $150 $0 446 $87,940 0 $150 $0 402 $80,500 0 $150 $0 1,230 $265,700 0 $150 $0 56 $14,520 0 $150 $0 56 $12,160 $150
0 $150 $0 24 $5,220 0 $150 $0 76 $16,140
35 $150 $5,250 3,428 $659,850
35 $150 $5,250 297 $56,430 0 $150 $0 152 $31,760 0 $150 $0 12 $2,580 0 $150 $0 84 $16,020 0 $150 $0 60 $11,880 0 $150 $0 240 $49,760 8 $150 $1,200 68 $14,140 0 $150 $0 68 $14,540 86 $150 $12,900 7,278 $1,463,390
$645 $71,919
$2,032 $117,966
$15,577 $1,653,274 35.6% $1,653,300
0 $150 $0 288 $52,000
40 $150 $6,000 100 $18,000
30 $150 $4,500 3,782 $716,216
30 $150 $4,500 54 $8,980 0 $150 $0 106 $20,340 0 $150 $0 172 $32,800 30 $150 $4,500 404 $72,780
12 $150 $1,800 86 $17,100
35 $150 $5,250 2,651 $503,752 0 $150 $0 84 $16,160
30 $150 $4,500 454 $80,920
12 $150 $1,800 72 $14,340
30 $150 $4,500 1,098 $210,672 8 $150 $1,200 64 $13,360
257 $150 $38,550 9,415 $1,777,420
$1,928 $87,871
$6,072 $132,865
$46,549 $1,998,156 43.0% $1,998,200
0 $150 $0 47 $9,930
16 $150 $2,400 150 $28,500 0 $150 $0 164 $29,740 0 $150 $0 32 $6,400 $150
0 $150 $0 50 $9,990 0 $150 $0 696 $137,696
24 $150 $3,600 1,106 $224,416 0 $150 $0 102 $19,600 0 $150 $0 196 $35,880 0 $150 $0 64 $11,480 0 $150 $0 164 $34,640 0 $150 $0 846 $177,400 32 $150 $4,800 336 $63,830 0 $150 $0 112 $21,780 0 $150 $0 14 $2,360 0 $150 0% 2 $440 0 $150 $0 136 $26,800 0 $150 $0 42 $5,370 0 $150 $0 230 $47,900 0 $0 72 $150 $10,800 4,489 $894,152
$540 $44,686
$1,701 $52,960
$13,0410 $991,797 21.4% $991,800
415 $150 $62,250 21,182 $4,134,962
$3,113 $204,475
$9,804 $303,790
$75,167 $4,643,227 100.0% $4,643,300

1.6% 100.0%
Interior Design & Furnishings TOTALS
(designTECH)
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-001
20273
Issue:

Project
Sheet _____ of _____
2/9/24

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

COVER SHEET
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 2
3 4 A-601A

SHEET NUMBER

INTERIOR ELEVATION

ELEVATION
NUMBER
1 A-560
1 A-560
A1
A-301A
1 A-201A
ELEV. NUMBER

TRUE NORTH
SHT. NUMBER

SECTION
NUMBER
SHT. NUMBER
SHT.

NUMBER
DETAIL
NUMBER

BUILDING ELEVATION

INDICATOR

BUILDING SECTION

INDICATOR

NORTH INDICATOR

DETAIL INDICATOR

DOOR OPENING

GRID LINE INDICATOR
101A
A
N

GENERAL
SURVEY
CIVIL

LANDSCAPE

STRUCTURAL

ARCHITECTURAL SITE

ARCHITECTURAL
G-001
G-011
G-021
G-031
G-101
G-102
G-501
G-601
G-602
G-603
G-605
V-101
V-141
V-142
C-001
C-141
C-142
C-241
C-242
C-341
C-342
L-001
L-101
L-141
L-201
L-301
S1-001
S1-101
S1-102
S1-103
S1-104
S2-101
S2-102
S3-101
S3-102
A-011-E
A-011
A-011-PH1
A-011-PH2
A-041
A-042
A1-101
A1-102
A1-103
A1-104
A1-201
A1-202
A1-301
A1-302
A1-701
A1-702
A1-703
A1-704
A1-705
A1-706
A1-707
A1-708
A1-709
A1-710
A1-711
A2-101-E
A2-101-PH1
A2-101-PH2

COVER SHEET
FIRE LIFE SAFETY CODE ANALYSIS SITE PLAN, 1"=30'-0"
ZONING COMPLIANCE SITE PLAN, 1"=30'-0"
ACCESSIBILITY COMPLIANCE SITE PLAN, 1" = 30'-0"
FIRE LIFE SAFETY CODE ANALYSIS - CSC BUILDING, 1/16" = 1'-0" FIRE LIFE SAFETY CODE ANALYSIS - POLICE SERVICES BUILDING, & K-9 CANOPY BUILDING, 1/16" = 1'-0"

STANDARD ACCESSIBILITY DETAILS

CALGREEN CHECKLIST

CALGREEN CHECKLIST

CALGREEN CHECKLIST

PV SYSTEM CALCULATIONS
TOPOGRAPHIC & UTILITY SURVEY, 1"=30'
TOPOGRAPHIC & UTILITY SURVEY - NORTH, 1"=20'
TOPOGRAPHIC AND UTILITY SURVEY - SOUTH, 1"=20'

CIVIL GENERAL NOTES AND SYMBOLS
CIVIL DEMOLITION SITE PLAN - NORTH, 1"=20'
CIVIL DEMOLITION SITE PLAN - SOUTH, 1"=20'
CIVIL GRADING & PAVING SITE PLAN - NORTH, 1"=20'
CIVIL GRADING & PAVING SITE PLAN - SOUTH, 1"=20'
CIVIL UTILITY SITE PLAN - NORTH, 1"=20'
CIVIL UTILITY SITE PLAN - SOUTH, 1"=20'

LANDSCAPE NOTES AND LEGENDS

LANDSCAPE PLAN

LANDSCAPE ENLARGED PLANS

LANDSCAPE MATERIALS PALETTE

LANDSCAPE DETAILS

STRUCTURAL GENERAL NOTES & SYMBOLS
STRUCTURAL FOUNDATION PLAN & LEVEL 1 PLAN - CSC BUILDING, 1/8"=1'-0" STRUCTURAL LEVEL 2 FRAMING PLAN - CSC BUILDING, 1/8"=1'-0" STRUCTURAL LEVEL 3 FRAMING PLAN - CSC BUILDING, 1/8"=1'-0" STRUCTURAL ROOF FRAMING PLAN - CSC BUILDING, 1/8"=1'-0"

STRUCTURAL FOUNDATION & FLOOR PLAN - POLICE SERVICES BUILDING, 1/8"=1'-0"
STRUCTURAL ROOF FRAMING PLAN - POLICE SERVICES BUILDING, 1/8"=1'-0" STRUCTURAL FOUNDATION AND FIRST FLOOR PLAN - K-9 CANOPY BUILDING, VARIES
STRUCTURAL ROOF FRAMING PLAN - K-9 CANOPY BUILDING, 1/8"=1'-0" ARCHITECTURAL EXISTING SITE PLAN, 1" = 30'-0"
ARCHITECTURAL DEVELOPED SITE PLAN, 1" = 30'-0"
ARCHITECTURAL SITE PLAN, PHASE 1, 1" = 30'-0"
ARCHITECTURAL SITE PLAN, PHASE 2, 1" = 30'-0"
ARCHITECTURAL SITE PLAN - NORTH, 1" = 20'
ARCHITECTURAL SITE PLAN - SOUTH, 1" = 20'
ARCHITECTURAL LEVEL 1 PLAN - CSC BUILDING, 1/8" = 1'-0" ARCHITECTURAL LEVEL 2 PLAN - CSC BUILDING, 1/8" = 1'-0" ARCHITECTURAL LEVEL 3 PLAN - CSC BUILDING, 1/8" = 1'-0
ARCHITECTURAL ROOF PLAN - CSC BUILDING, 1/8" = 1'-0"
BUILDING ELEVATIONS - CSC BUILDING, 1/8"=1'-0"
BUILDING ELEVATIONS - CSC BUILDING, 1/8"=1'-0"
ARCHITECTURAL BUILDING SECTIONS - CSC BUILDING, 1/8"=1'-0" ARCHITECTURAL BUILDING SECTIONS - CSC BUILDING, 1/8"=1'-0"

RENDERING

RENDERING

RENDERING

RENDERING

RENDERING

RENDERING

RENDERING

RENDERING

RENDERING

RENDERING

RENDERING

ARCHITECTURAL EXISTING FIRST FLOOR PLAN - POLICE SERVICES BUILDING, 1/8" = 1'-0"
ARCHITECTURAL FLOOR PLAN - POLICE SERVICES BUILDING, 1/8"=1'-0" ARCHITECTURAL FLOOR PLAN - POLICE SERVICES BUILDING, 1/8"=1'-0"

MECHANICAL

PLUMBING

ELECTRICAL

SECURITY
A2-102
A2-141
A2-201
A3-101
A3-102
A3-141
A3-201
M-001
M1-101
M1-102
M1-103
M1-111
M1-112
M1-113
M1-114
M2-101
M2-111
M3-101
P-001
P-011
P1-101
P1-102
P1-103
P2-101-PH1
P3-101
E-001
E-011
E-012
E-041
E-042
E1-101
E1-102
E1-103
E1-104
E1-401
E1-402
E1-403
E2-101
E3-101
E-601
E-602
E-603
TY-001
TY-041
TY-042
ARCHITECTURAL ROOF PLAN - POLICE SERVICES BUILDING, 1/8"=1'-0" ARCHITECTURAL FIRING RANGE, 1/8" =1'-0" W/MRF PHOTOS & DETAILS ARCHITECTURAL BUILDING ELEVATIONS, POLICE SERVICES BUILDING, 1/8" = 1'-0"
ARCHITECTURAL FLOOR PLAN - K-9 CANOPY BUILDING, 1/8"=1'-0" ARCHITECTURAL ROOF PLAN - CANOPY BUILDING, 1/8"=1'-0"
ARCHITECTURAL K-9 KENNEL BUILDING PLAN, 1/4"=1'-0"
ARCHITECTURAL BUILDING ELEVATIONS - K-9 CANOPY BUILDING, 1/8"=1'-0"

MECHANICAL GENERAL NOTES AND SYMBOLS
MECHANICAL ZONING LEVEL 1 PLAN - CSC BUILDING
MECHANICAL ZONING LEVEL 2 PLAN - CSC BUILDING
MECHANICAL ZONING LEVEL 3 PLAN - CSC BUILDING
MECHANICAL LEVEL 1 PLAN - CSC BUILDING
MECHANICAL LEVEL 2 PLAN - CSC BUILDING
MECHANICAL LEVEL 3 PLAN - CSC BUILDING

MECHANICAL ROOF PLAN - CSC BUILDING

MECHANICAL ZONING PLAN - POLICE SERVICES BUILDING

MECHANICAL PLAN - POLICE SERVICES BUILDING
MECHANICAL PLAN - K-9 CANOPY BUILDING

PLUMBING GENERAL NOTES AND SYMBOLS

PLUMBING SITE REFERENCE & PHASING PLAN
PLUMBING LEVEL 1 PLAN - CSC BUILDING
PLUMBING LEVEL 2 PLAN - CSC BUILDING
PLUMBING LEVEL 3 PLAN - CSC BUILDING

PLUMBING PLAN - POLICE SERVICES BUILDING
PLUMBING PLAN - K-9 CANOPY BUILDING

ELECTRICAL GENERAL NOTES AND SYMBOLS

ELECTRICAL SITE REFERENCE & PHASING PLAN

ELECTRICAL SITE DEMOLITION PLAN

ELECTRICAL SITE ENLARGED PLANS

ELECTRICAL SITE ENLARGED PLAN - GENERATOR YARD
ELECTRICAL LEVEL 1 PLAN - CSC BUILDING
ELECTRICAL LEVEL 2 PLAN - CSC BUILDING
ELECTRICAL LEVEL 3 PLAN - CSC BUILDING

ELECTRICAL ROOF PLAN - CSC BUILDING

ELECTRICAL ROOM ENLARGED PLANS - CSC BUILDING

ELECTRICAL IT ROOM ENLARGED PLANS - CSC BUILDING

ELECTRICAL TYPICAL FURNITURE LAYOUT DETAILS - CSC BUILDING

ELECTRICAL DEMOLITION PLAN - POLICE SERVICES BUILDING
ELECTRICAL DEMOLITION PLAN - K-9 CANOPY BUILDING

ELECTRICAL ONE-LINE POWER DIAGRAM

ELECTRICAL ONE-LINE POWER DIAGRAM

ELECTRICAL ONE-LINE POWER DIAGRAM

SECURITY ELECTRONICS LEGEND & SHEET INDEX

SECURITY ELECTRONICS SITE PLAN - NORTH

SECURITY ELECTRONICS SITE PLAN - SOUTH
N

PROJECT

LOCATION

V A L L E J O C O M M U N I T Y S A F E T Y C E N T E R

S C H E M A T I C D E S I G N S U B M I T T A L
1 1 1 A M A D O R S T R E E T V A L L E J O , C A 9 4 5 9 0 OWNER

CITY OF VALLEJO
Terrance Davis,
Assistant City Manager
555 Santa Clara Street
Vallejo, CA 94590
707-648-4301
[email protected]

ARCHITECT
INDIGO | HAMMOND + PLAYLE

ARCHITECTS, LLP
Bruce Playle, Architect of Record
Prescott Nichols, Project Architect
909 Fifth Street
Davis, CA 95616
530-750-0756
[email protected]

STRUCTURAL ENGINEERING
MIYAMOTO INTERNATIONAL, INC.

Lon Determan, Structural Engineer
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
916-373-1995 x818
[email protected]

ELECTRICAL/DATA/TELECOM
M. NEILS ENGINEERING, INC.

Jesse Bastian, Electrical Engineer
100 Howe Avenue, Suite 235N
Sacramento, CA 95825
916-923-4400
[email protected]

MECHANICAL ENGINEER

PETERS ENGINEERING
Sean Tichenor, Mechanical Engineer
7750 College Town Dr., Suite 101
Sacramento CA 95826
916-447-2841 ext.315
[email protected]

PROJECT DIRECTORY SHEET INDEX

LOCATION MAP
*

APPLICABLE CODES

CIVIL ENGINEERING

CUNNINGHAM ENGINEERING

CORPORATION
Steven Greenfield, Vice President
2940 Spafford Street, Suite 200
Davis, CA 95618
530-758-2026 ext.122
[email protected]

GEOTECHNICAL SERVICES
BSK Associates
Cristiano Melo, PE, GE
399 Lindbergh Avenue,
Livermore, CA 94551
925-315-3151 x110 I C: 925-765-9483
[email protected]

INTERIOR
designTECH Interior Design Services
Steve Jones, Principal
5520 Elvas Ave,
Sacramento, CA 95819
916-453-2888
[email protected]

LANDSCAPE ARCHITECTURE
GATES + ASSOCIATES
Melonie Reynolds, Associate Principal
1655 N. Main Street, Suite 365
Walnut Creek, CA 94596
925-736-8176 ext. 2004
[email protected]

SECURITY CONSULTING

GUIDEPOST SOLUTIONS LLC
Ray Kolodzieczak,
Senior Project Manager
G, 9521 Folsom Blvd, R-1 suite,
Sacramento, CA 95827
510-268-8373 I C: 510-301-8537
[email protected]

SCOPE OF WORK

GENERAL NOTES

1. GENERAL CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF

AUTHORITIES HAVING JURISDICTION RELATED TO THE INSTALLATION AND

ASSOCIATED REQUIRED TESTS & INSPECTIONS PRIOR TO COVERING OR CONCEALING THESE MATERIALS.

2. FOR APPLICABLE CODE DATA AND PROJECT DATA INFORMATION SEE SHEETS G-101 & G-102.

3. FOR ADDITIONAL SUPPLEMENTARY INFORMATION SEE PROJECT MANUAL.

4. FOR SPECIFIC GREEN BUILDING REQ'MENTS & COMMISSIONING ACTIVITY REQUIREMENTS SEE PROJECT MANUAL & SHEETS G-601.

ABBREVIATIONS

SYMBOL LEGEND

CONSTRUCTION WILL COMPLY WITH THE FOLLOWING CODES AND

ORDINANCES AS AMENDED BY THE STATE OF CALIFORNIA AND LOCAL JURISDICTION.
2022 California Administrative Code, CCR, Title 24, Part I 2022 California Building Code, CCR, Title 24, Part 2 (2V) - CHAPTER 7A 2022 California Building Code, CCR, Title 24, Part 2 (2V) 2022 California Building Code, CCR, Title 14
2022 California Energy Code, CCR, Title 24, Part 6
2022 California Electrical Code (CEC), CCR, Title 24, Part 3 2022 California Mechanical Code (CMC), CCR, Title 24, Part 4 2022 California Plumbing Code (CPC), CCR, Title 24, Part 5 2022 California Fire Code, CCR, Title 24, Part 9
2022 California Green Building Standards Code
2022 California Referenced Standards, CCR, Title 24, Part 12 2022 Title 19 CCR, Public Safety, State Fire Marshal Regulations GEORGIA ST.

A
M
ADO
R ST.

MAINE ST.

YORK ST.

SOLANO AVE
YORK ST.

M
ONTEREY ST.

BENICIA RD

DEFERRED SUBMITTAL
THE WORK OF TH ARCHITECTURAL, CONT...IS CONTRACT INCLUDES PROVIDING ALL LABOR,

MATERIALS, EQUIPMENT, & SERVICES NECESSARY TO COMPLETELY RENOVATE THIS 5.4 ACRE SITE, INCLUDING: CONSTRUCT NEW 3-STORY

COMMUNITY SAFETY CENTER (CSC) BUILDING, RENOVATE EXISTING

PUBLIC WORKS MAINTENANCE BUILDING (PWMB) INTO A POLICE

SERVICES BLDG (PSB), RENOVATE EXISTING PAINT SHOP BUILDING AND PARKING CANOPY INTO A K-9 CANOPY BLDG (K9CAN), AND PROVIDE NEW LANDSCAPING, PARKING, SOLAR CANOPIES, AND A PUBLIC PLAZA. PSB TENANT IMPROVEMENTS (T.I.) SHALL BE PHASED TO ALLOW PUBLIC WORKS FLEET MAINTENANCE TO REMAIN IN OPERATION. SITEWORK

SHALL BE PHASED TO ALLOW EXISTING POLICE BUILDING AND SITE TO REMAIN IN OPERATION UNTIL CSC, PSB PHASE 1, AND K9CAN ARE COMPLETED. PSB & K9CAN STRUCTURES SHALL BE SEISMICALLY
UPGRADE IN PHASE 1. PHASE 1 SITEWORK SHALL ALSO INCLUDE

DEMOLITION OF THE EXISTING PW BUILDINGS ON MAINE STREET AND THE PAINT SHOP ANNEX. PHASE 2 PSB T.I. SHALL FOLLOW THE DEPARTURE OF FLEET MAINTENANCE. FOR BID PURPOSES, THIS SHALL COINCIDE WITH PHASE 2 SITEWORK. PHASE 2 SITEWORK SHALL INCLUDE DEMOLITION OF

THE EXISTING POLICE BUILDING AND SITE, WITH REGRADING AND IMPROVEMENTS SHOWN IN PLANS.

THE PROJECT BY HABITABLE BUILDING AREA:
• NEW COMMUNITY SAFETY CENTER BUILDING: 67,925 SF
• (E) PWMB T.I. -> POLICE SERVICES BLDG - PH 1: 12,000 SF • (E) PWMB T.I. -> POLICE SERVICES BLDG - PH 2: 7,400 SF • (E) PAINT SHOP T.I. -> K-9 BLDG: 1,700 SF
89,025 SF TOTAL
THE PROJECT BY SITE AREA:
• PHASE 1 SITE: 4.3 ACRES
• PHASE 2 SITE: 1.1 ACRES

5.4 ACRES TOTAL
A

ABV ABOVE

ACT ACOUSTICAL

CEILING TILE

ADD ADDITION

AFF ABOVE FINISH
FLOOR

ADMIN ADMINISTRATION

AGGR AGGREGATE

ADA ACCESSIBLE

AFF ABOVE FINISHED
FLOOR

AFG ABOVE FINISHED
GRADE

AG ABOVE GRADE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AD AREA DRAIN

AB ASPHALT BASE

ASPH ASPHALT

AV AUDIO/VISUAL
B

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BM BEAM

BO BOTTOM OF

BOW BOTTOM OF WALL

BTM BOTTOM
C

CA CALIFORNIA

CB CATCH BASIN

CBC CA BUILDING
CODE

CCR CA CODE OF

REGULATION'S

CD CONSTRUCTION

DOCUMENT

CIRC CIRCULATION

CIV CIVIL

CTR CENTER

CL CENTER LINE

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CMU CONCRETE

MASONRY UNIT

CONT CONTINUOUS

CONTRACTOR GENERAL

CONTRACTOR

CJ CONTROL JOINT

CORR CORRIDOR

CR CARD READER

CT CERAMIC TILE

CW COLD WATER
D

DBL DOUBLE

DG DECOMPOSED

GRANITE

DEG DEGREES

DEMO DEMOLITION

DIM DIMENSION

DTL DETAIL

DIA DIAMETER

DIV DIVISION

DN DOWN

DR DOOR

DRYVIT SAME A EIFS

DBL DOUBLE

DS DOWNSPOUT

DWG DRAWING
E
(E) EXISTING

EA EACH
E EAST

EL ELEVATION

ELEC ELECTRICAL

EIFS EXTERIOR

INSULATION AND

FINISH SYSTEM

EQ EQUAL

EQUIP EQUIPMENT

EXIST OR (E) EXISTING

EXT EXTERIOR
F

FA FIRE ALARM

FD FLOOR DRAIN

FF FINISH FLOOR

FE FIRE

EXTINGUISHER

FEC FIRE

EXTINGUISHER

CABINET

FSR FIRE SPRINKLER
RISER

FD FLOOR DRAIN

FT FIRE RETARDENT

TREATED
H

HB HOSE BIB

HC HOLLOW CORE

HD HOT DIPPED

HT HEIGHT

HDW HARDWARE

HM HOLLOW METAL

HOR HORIZONTAL

HR HOUR

HSS STEEL PIPE / TUBE

SECTION

HT HEIGHT

HTR HEATER

HVAC HEATING, VENTING

AND AIR

CONDITIONING

HW HOT WATER
I

ID INSIDE DIAMETER

IF INSIDE FACE

INC INCLUDING

INSUL INSULATION

INT INTERIOR
J

J-BOX JUNCTION BOX

JCT JUNCTION

JAN JANITOR
L

LAT LATERAL

LAV LAVATORY

LED LED LIGHTING

LFT LINEAR FEET

LIN LINEAR

LT LIGHT

LVL LAMINATED

VENEER LUMBER
M

MFR MANUFACTURER

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MEP MECH ELEC
PLUMB

MFG MANUFACTURING

MFR MANUFACTURER

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONARY

OPENING

MTL METAL (STEEL)

MUL MULLION
N
(N) NEW

N NORTH

NFC NOT FOR

CONSTRUCTION

NO NUMBER

NOM NOMINAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE
O

OFF OFFICE

OC ON CENTER

OCEW ON CENTER EACH
WAY

OH OVERHEAD

OD OUTSIDE

DIAMETER

OPNG OPENING

OR OUTSIDE RADIUS
P

PART PARTITION

PR PAIR

PT POINT

PL PROPERTY LINE

PLUMB PLUMBING

SF SQUARE FEET

SSD SEE STRUCTURAL

DRAWINGS

SS STAINLESS STEEL

STD STANDARD

SFM STATE FIRE MARSHAL

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYS SYSTEM
T

TB TUBE

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBR TO BE REMOVED

THK THICKNESS

THRES THRESHOLD

THRU THROUGH
TO TOP OF____

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOM TOP OF MASONARY

TOS TOP OF SLAB

TRTD TREATED

TS TOP OF SLAB OR TUBE
STEEL

TYP TYPICAL
U

U UNFINISHED

UON UNLESS OTHERWISE NOTED
V

VB VAPOR BARRIER

VTR VENT THROUGH ROOF

VIF VERIFY IN FIELD

VERT VERTICAL
W

WC TOILET

WD WOOD

WD WINDOW

WT WEIGHT
W WEST

W/ WITH

W/O WITHOUT

WI WOOD INSTITUTE

PROJECT DATA

PROJECT ADDRESS
111 AMADOR ST.

VALLEJO, CA 94590

PARCEL NUMBER

LOT SIZE
235,861 SF (5.4 ACRES)

OCCUPANCY
A-3, B, S-1, & U

TYPE OF CONSTRUCTION
(E) POLICE SERVICES BUILDING - VB
(E) K-9 CANOPY BUILDING - VB

COMMUNITY SAFETY CENTER - VA

ALLOWABLE PROPOSED
AREA 235,861 SF 96,000 SF
STORY 3 3
HEIGHT 45' 40'
FLOOR

COMMUNITY SAFETY CENTER

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR
TOTAL
(E) POLICE SERVICES BUILDING
(E) K-9 CANOPY BUILDING
SF
26,285
23,640
18,000
67,925
19,400
9,550
G

GA GAGE OR GAUGE

GAL GALLON

GALV HOT DIPPED

GALVANIZED

GC GENERAL

CONTRACTOR

GFI GROUND FAULT

CIRCUIT

INTERRUPT

GL GLASS

GLB GLULAM BEAM

GYP BD GYPSUM BOARD

PREFIN PREFINISHED

PROP PROPERTY
R

RWL RAIN WATER LEADER

REINF REINFORCED

R RADIUS

REF REFERENCE

RD ROOF DRAIN

RO ROUGH OPENING

RM ROOM

RCP REFLECTED CEILING PLAN
S

SG SAFETY GLASS

SCD SEE CIVIL DRAWINGS

SCHED SCHEDULE

SEC SECURITY

SED SEE ELECTRICAL DRAWINGS

SHTG SHEATHING

SHT SHEET

SLD SEE LANDSCAPE DRAWINGS

SMD SEE MECHANICAL

DRAWINGS

SMS SHEET METAL SCREW

SIM SIMILAR

STC SOUND TRANSMISSION
CLASS

S SOUTH

SPD SEE PLUMBING DRAWINGS

SPEC SPECIFICATION

SQ SQUARE
N
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-011
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

FIRE LIFE SAFETY

CODE ANALYSIS

SITE PLAN,
1"=30'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
23'
60'
30'
60'
30'
50'
48'
60'
60'30'
60'
10'

ASSUMED

RAIL ROAD

RIGHT OF WAY

ASSUMED

RAIL ROAD

RIGHT OF WAY

DISPATCH MODULAR BUILDING
1,440 SF 1-STORY

TYPE VB - FIRE SPRINKLERED CONSTRUCTION
(NOT A PART OF THIS PROJECT)
10 2
(E)
K9 CANOPY

BUILDING
(E)

POLICE SERVICES BUILDING

MAINE ST

AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL
MATCH
LINE
MATCH
LINE

MIXED OCCUPANCY
A3, B, S1
TYPE VA - 3 STORY

SEPARATED OCCUPANCY

FULLY SPRINKLED
9 X X
SALLY
PORT

COMMUNITY SAFETY CENTER
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
RMD
RMD
RLD
NMU
RLD
RLD
RLD
RLD
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

COMMUNITY SAFETY CENTER
67,925 SF 3-STORY

TYPE VA - FIRE SPRINKLERED

CONSTRUCTION
(SEE SHEET G-101)
K9 CANOPY BUILDING
9,550 SF 1-STORY

TYPE VB - FIRE SPRINKLERED

CONSTRUCTION
(SEE SHEET G-102)

POLICE SERVICES BUILDING
19,400 SF 1-STORY

TYPE VB - FIRE SPRINKLERED

CONSTRUCTION
(SEE SHEET G-102)

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
10 20 40 60
N
1 SCALE: 1" = 30'

FIRE LIFE SAFETY PLAN - SITE PLAN
SITE AREA - 235,861 SF / 5.4 ACRES
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-021
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN
ZONING

COMPLIANCE SITE
PLAN, 1"=30'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
30'
235'
299'
435'
501'
505'
479'
112'
53'
59'
R 13'-9 1/4"
10 2
(E)
K9 CANOPY

BUILDING
NEW
240 SECURED PARKING,
21 VISITOR PARKING, &
20 STREET SIDE PARKING

INCLUDES

INCLUDES
(E) 6 SECURED,
NEW 5 SECURED,
& NEW 2 VISITOR,

CLEAN AIR/CARPOOL/EV

PARKING SPACES
(E)

POLICE SERVICES BUILDING

MAINE ST

AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL
MATCH
LINE
MATCH
LINE

EGRESS PATH
EGRESS
PATH

EGRESS PATH
9 BUS
STOP

EXISTING
288 PARKING SPACES

INCLUDES
9 EV

PARKING SPACES
AREA - 19,400 SF
AREA - 1,700 SF
X X
18'
32'
44'
153'
SALLY
PORT
10'
FRONT

SETBACK
15'
REAR

SETBACK
10'
SIDE

SETBACK
10'
SIDE

SETBACK
30'
85'
90'

COMMUNITY SAFETY CENTER
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
RMD
RMD
RLD
NMU
RLD
RLD
RLD
RLD
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
AREA - 65,965 SF

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
10 20 40 60
N
1 SCALE: 1" = 30'

ZONING COMPLIANCE PLAN
SITE AREA - 235,861 SF / 5.4 ACRES
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-031
20273
Issue:

Project
Sheet _____ of _____
2/9/24

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ACCESSIBILITY

COMPLIANCE SITE
PLAN, 1" = 30'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
10 20 40 60
+33'
+33'
+27'
+27.5'
+29'
+29.5'
+33'
+29.5'
+32'
+31'
+25'
+35'
+26'
+31'
+32'
+30'
+25.5'
+27.5'
+27'
+27'
+33'

ACCESSIBLE

PATH OF
TRAVEL

BETWEEN BUILDINGS

ACCESSIBLE

ENTRY - PUBLIC

ACCESSIBLE
PARKING,TYP.
10 2
(E)
K9 CANOPY

BUILDING
(E)

POLICE SERVICES BUILDING

MAINE ST
A
M
A
D
O
R
S
T

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL
MATCH
LINE
MATCH
LINE
240 SECURED PARKING,
21 VISITOR PARKING, &
20 STREET SIDE PARKING

INCLUDES
(E) 6 SECURED,
NEW 5 SECURED,
& NEW 2 VISITOR,

CLEAN AIR/CARPOOL/EV

PARKING SPACES
9 X 1:X
20 1:20

ACCESSIBLE
ENTRY

ACCESSIBLE
ENTRY

ACCESSIBLE
ENTRY

ACCESSIBLE

ENTRY - STAFF

PATH OF TRAVEL

TO SIDEWALK VIA

PUBLIC PLAZA
+33'
RAMP
1:12
1:20
1:20
SALLY
PORT
RAMP
1:12

COMMUNITY SAFETY CENTER
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
RMD
RLD
NMU
RLD
RLD
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
(E)

CLEAN AIR/

CARPOOL/
EV
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
N
1 SCALE: 1" = 30'

A CCESSIBILITY CO MPLIA NCE PLA N
SITE AREA - 235,861 SF / 5.4 ACRES
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-101
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

FIRE LIFE SAFETY

CODE ANALYSIS -

CSC BUILDING,
1/16" = 1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 2
3 4
5 67
UP
24 RISERS (7")
W D
184'
E.A.T.D = 174'<300' C.O.P.D = 99'-6"<100'
C.O.P.D = 54'<100'
E.A.T.D = 150'<300' C.O.P.D = 52'<100'
E.A.T.D = 144'<300' C.O.P.D = 79'<100'
MIN. ALLOWABLE =240'/3 = 80'
ACTUAL = 184' > 80', OK

EXIT EXIT
EXIT
24 RISERS (6")
NOTE :

DETENTION AREA IS CONSIDERED

B OCCUPANCY
* TEMPORARY HOLDING FACILITIES WITH

NINE OR FEWER PERSONS UNDER

RESTRAINT MAY BE CLASSIFIED AS B

COMPLYING

1. MONITORED AUTOMATIC SPRINKLER
SYSTEM

2. AUTOMATIC FIRE ALARM SYSTEM

3. TYPE I, IIA, IIIA OR VA CONSTRUCTION
TYPE
[CBC 408.1.2.6]
1 2
3 4
5 6
7 UP
24 RISERS (7")
123
456
7 UP
24 RISERS (7")
1 2
3 4
5 6
7 UP24 RISERS (7")
MIN. ALLOWABLE =238'/3 = 79'3"
ACTUAL = 184' > 79'3", OK
E.A.T.D = 159'<300' C.O.P.D = 95'<100'
E.A.T.D = 158'<300' C.O.P.D = 98'<100'

EXIT EXIT
184'
24 RISERS (7")
1 2
3 4
5 6
7 UP24 RISERS (7")
184'
E.A.T.D = 150'<300' C.O.P.D = 62'<100'
E.A.T.D = 173'<300' C.O.P.D = 58'<100'
MIN. ALLOWABLE = 224'/3 = 74'
ACTUAL = 184' > 74', OK

EXIT EXIT

B OCCUPANCY
* INC. SMALL ASSEMBLY SPACES W/
O.L. LESS THAN 50 PEOPLE & 750SF
[CBC 303.1.2]

UNOCCUPIED SPACE
(I.E. EQUIPMENT ROOMS, MECH.

ROOMS, ETC.)
TYPE VA, FIRE SPRINKLERED WITH SEPARATED OCCUPANCIES.

CBC TABLE 601 & 602, TYPE VA, S

AREA BY OCCUPANCY
TABLE 506.2 & 601
TABLE 506.2

CONSTRUCTION TYPE

ALLOWABLE NUMBER OF STORIES & HEIGHTS
TOTAL GROSS FLOOR AREA BY OCCUPANCY:

OCCUPANCY TYPE LEGEND FIRE RESISTANCE RATING OF BLDG. ELEMENTS A-3 OCCUPANCY
43 3
LEGEND

MIXED-OCCUPANCY, MULTISTORY BUILDING
SM: BUILDINGS WITH 2 OR MORE STORIES ABOVE GRADE PLANE EQUIPPED TROUGHOUT

SPRINKLER SYSTEM
ALLOWABLE AREA FACTOR (CBC TABLE 506.2)
ALLOWABLE NUMBER OF STORIES (CBC TABLE 504.4)
ALLOWABLE BUILDING HEIGHT (CBC TABLE 504.3)

SPRINKLERED SYSTEM

OCCUPANCY CONSTRUCTION TABULAR ALLOWABLE STORIES HEIGHT GROUP TYPE AREA FACTOR (At)
A-3 VA 34,500 SF 3 70'
B VA 54,000 SF 4 70'
S-1 VA 42,000 SF 4 70'

OCCUPANCY A3 B S1
1ST FLOOR 5,190 20,535 190
2ND FLOOR 2,670 19,980 490
3RD FLOOR 1,025 16,770 235
TOTAL 8,885 57,285 915

AREA INFORMATION
TOTAL GROSS FLOOR AREA: 67,085 GSF - 3 STORY BUILDING

TOTAL BUILDING AREA
TABLE 504.4
ALLOWABLE AREA CALCULATION PER CBC 506.2.4 MIXED-OCCUPANCY, MULTISTORY BUILIDNG Aa= [At + (NS X If)]
Aa = ALLOWABLE AREA
At = TABULAR ALLOWABLE AREA FACTOR (SM VALUE)FRONTAGE INCREASE FACTOR (If) NS = TABULAR ALLOWABLE AREA FACTOR FOR A NON SPRINKLED BUILDING REGARDLESS OF WHETHER THE BUILDING IS SPRINKLERED.

If = AREA FACTOR INCREASE DUE TO FRONTAGE AS PER TABLE 506.3.3 PERIMETER OF ENTIRE BUILDING = 758'
PERCENTAGE OF BUILDING PERIMETER FOR 30' OR MORE OPEN SPACE = 100% FRONTAGE INCREASE FACTOR BASED ON CBC TABLE 506.3.3
If = 0.75
506.2.4
S-1 OCCUPANCY

SEPARATED

OCCUPANCY TO B

COMMUNITY SAFETY CENTER
FLOOR AREA:
1ST FLOOR 25,915 SF
2ND FLOOR 23,140 SF
3RD FLOOR 18,030 SF
TOTAL 67,085 SF
TABLE 601
PRIMARY STRUCTURAL FRAME 1-HR
BEARING WALLS - EXTERIOR 1-HR
BEARING WALLS - INTERIOR 1-HR

NON-BEARING WALLS &
PARTITIONS, EXTERIOR (=,>30' FIRE SEPARATION) 0-HR [CBC 705.5]

NON-BEARING WALLS &
PARTITIONS, INTERIOR 0-HR
FLOOR CONSTRUCTION 1-HR
ROOF CONSTRUCTION 1-HR
SHAFT ENCLOSURES (CBC 713.4) 1-HR
CORRIDORS (CBC 1020.2) 0-HR
*W/ SPRINKLER SYSTEM
506.2.2 MIXED-OCCUPANCY BUILDINGS.

THE ALLOWABLE AREA OF EACH STORY OF A MIXED-OCCUPANCY BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF, SECTION 508.3.2 FOR NON SEPARATED OCCUPANCIES AND SECTION 508.4.2 FOR SEPARATED OCCUPANCIES.
508.4.2 ALLOWABLE BUILDING AREA.

IN EACH STORY THE BUILDING AREA SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL BUILDING

AREA OF EACH SEPARATED OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1.

ACTUAL

STORIES
OK
ACTUAL
HEIGHT
OK
3 45'

INDIVIDUAL ROOM OCCUPANT LOAD

COMBINED OCCUPANT LOAD

OCCUPANT EGRESS PATH
E.A.T.D: EXIT ACCESS TRAVEL DISTANCE (300' MAX. W/ SPRINKLER SYSTEM) PER CBC 1017.2
EXIT ACCESS SEPARATION DISTANCE PER 1007.1.1 EXCEPTION 2. W/ SPRINKLER SYSTEM 1/3 DIAGONAL OF BUILDING
1-HOUR OCCUPANCY SEPARATION PER CBC TABLE 508.4 AND
SHAFT ENCLOSURE PER CBC 713.4
EXIT LUMINAIRE, SEE ELECT. DWGS.

BATTERY PACK EMERGENCY LIGHT FIXTURE,
SEE ELECT. DWGS.

C.P.O.T: COMMON PATH OF EGRESS TRAVEL (100' MAX. W/ SPRINKLER SYSTEM - B OCCUPANCY) PER CBC 1006.2.1
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"
1 SCALE: 1/16" = 1'-0"
FIRE LIFE SAFETY PLAN - LEVEL 1
2 SCALE: 1/16" = 1'-0"
FIRE LIFE SAFETY PLAN - LEVEL 2
3 SCALE: 1/16" = 1'-0"
FIRE LIFE SAFETY PLAN - LEVEL 3
NOTE:

FLOOR PALN LAYOUT &

OCCUPANCY DESIGNATIONS MAY

VARY FROM FINAL SD PLANS AND
WILL BE UPDATED IN DD SET / 35%

CD PHASE
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-102
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

FIRE LIFE SAFETY

CODE ANALYSIS -

POLICE SERVICES
BUILDING, & K-9

CANOPY BUILDING,
1/16" = 1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
91'
E.A.T.D = 108'<300' C.O.P.D = 57'<100'
E.A.T.D = 104'<300' C.O.P.D = 39'<100'
E.A.T.D = 65'<300'
MIN. ALLOWABLE =254'/3 = 84'6"
ACTUAL = 91' > 84'6", OK
(E)
FLEET

MAINTENANCE
[TO REMAIN IN
PHASE 1] (E) LUBE PIT
(E)

MACHINE
SHOP
(E)

WELDING
SHOP
(E) TIRE

REPAIR &
BROOM
MAKING
(E)
TOILET
(E) PIT FOR
WHEEL

ALIGNMENT
(E) WASH
RACK &
STEAM

CLEANING
(E) FD
(E) FD (E) FD (E) FD (E) FD (E) FD
(E) FD
20'
MIN. ALLOWABLE =58'/3 = 19'3"
ACTUAL = 20' > 19'3", OK

1. EXISTING HANDRAILS: PER CBC CA PART 10, SECTION 503, EXCEPTION 2 EXISTING HANDRAILS OTHERWISE REQUIRED TO COMPLY WITH SECTION 1011.11 OF THE CBC SHALL NOT BE REQUIRED TO COMPLY WITH THE REQIUREMENTS OF SECTION 1014.6 REGARDING

FULL EXTENSION OF THE HANDRAILS WHERE SUCH EXTENSIONS WOULD BE HAZARDOUS DUE TO PLAN CONFIGURATION.

EXISTING BUILDING ALTERATION NOTES

B OCCUPANCY
* INC. SMALL ASSEMBLY
SPACES W/ O.L. LESS THAN
50 PEOPLE & 750SF [CBC
303.1.2]
CBC TABLE 601 & 602, TYPE VB, S AREA BY OCCUPANCY
TABLE 506.2 & 601
TABLE 506.2

CONSTRUCTION TYPE

ALLOWABLE NUMBER OF STORIES & HEIGHTS
TOTAL GROSS FLOOR AREA BY OCCUPANCY:

FIRE RESISTANCE RATING OF BLDG. ELEMENTS

OCCUPANCY TYPE LEGEND
A-3 OCCUPANCY
43 3
LEGEND

MIXED-OCCUPANCY, ONE STORY BUILDING
S1: BUILDINGS WITH ONE STORIES ABOVE GRADE PLANE EQUIPPED TROUGHOUT

SPRINKLER SYSTEM
ALLOWABLE AREA FACTOR (CBC TABLE 506.2)
ALLOWABLE NUMBER OF STORIES (CBC TABLE 504.4)
ALLOWABLE BUILDING HEIGHT (CBC TABLE 504.3)

SPRINKLERED SYSTEM

OCCUPANCY CONSTRUCTION TABULAR ALLOWABLE STORIES HEIGHT GROUP TYPE AREA FACTOR (At)
A-3 VB 62,000 SF 2 60
B VB 36,000 SF 3 60
S-1 VB 36,000 SF 2 60

OCCUPANCY A3 B S1
1ST FLOOR 640 10,610 8,150

AREA INFORMATION
TOTAL GROSS FLOOR AREA: 19,400 GSF - 1 STORY BUILDING

TOTAL BUILDING AREA
TABLE 504.4
506.2.4
S-1 OCCUPANCY

NON SEPARATED

OCCUPANCY TO B

POLICE SERVICES BUILDING
ACCESSIBLE PATH OF TRAVEL UPGRADES:

PER CBC SECTION 11B-202.1, AN ACCESSIBLE PATH OF TRAVEL TO THE AREA OF ALTERATION WILL BE PROVIDED INCLUDING:

1. A PRIMARY ENTRANCE TO THE THE BUILDING (MAIN STAFF ENTRY).

2. TOILET FACILITIES SERVING THE AREA,

3. DRINKING FOUNTAINS SERVING THE AREA,

4. PUBLIC TELEPHONES SERVING THE AREA, AND

5. SIGNAGE ALONG P.O.T

ACCESSIBLE PATH OF TRAVEL UPGRADES
506.2.2 MIXED-OCCUPANCY BUILDINGS

THE ALLOWABLE AREA OF EACH STORY OF A MIXED-OCCUPANCY BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF, SECTION 508.3.2 FOR NONSEPARATED OCCUPANCIES AND SECTION 508.4.2 FOR SEPARATED OCCUPANCIES. 508.3.2 ALLOWABLE BUILDING AREA

THE ALLOWABLE BUILDING AREA, HEIGHT AND NUMBER OF STORIES OF THE BUILDING OR

PORTION THEREOF SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCE FOR THE

OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION OF THE BUILDING IN ACCORDANCE WITH SECTION 503.1
TABLE 601
TYPE VB, FIRE SPRINKLERED WITH NON SEPARATED OCCUPANCIES.

PRIMARY STRUCTURAL FRAME 0-HR
BEARING WALLS - EXTERIOR 0-HR
BEARING WALLS - INTERIOR 0-HR

NON-BEARING WALLS &
PARTITIONS, EXTERIOR (=,>30' FIRE SEPARATION) 0-HR [CBC 705.5]

NON-BEARING WALLS &
PARTITIONS, INTERIOR 0-HR
FLOOR CONSTRUCTION 0-HR
ROOF CONSTRUCTION 0-HR
CORRIDORS (CBC 1020.2) 0-HR
*W/ SPRINKLER SYSTEM
ACTUAL

STORIES
OK
ACTUAL
HEIGHT
OK
1 30'-7"

INDIVIDUAL ROOM OCCUPANT LOAD

COMBINED OCCUPANT LOAD

OCCUPANT EGRESS PATH
E.A.T.D: EXIT ACCESS TRAVEL DISTANCE (300' MAX. W/ SPRINKLER SYSTEM) PER CBC 1017.2
EXIT ACCESS SEPARATION DISTANCE PER 1007.1.1 EXCEPTION 2. W/ SPRINKLER SYSTEM 1/3 DIAGONAL OF BUILDING
EXIT LUMINAIRE, SEE ELECT. DWGS.

BATTERY PACK EMERGENCY LIGHT FIXTURE,
SEE ELECT. DWGS.

C.P.O.T: COMMON PATH OF EGRESS TRAVEL (100' MAX. W/ SPRINKLER SYSTEM - B OCCUPANCY) PER CBC 1006.2.1

1. EXISTING HANDRAILS: PER CBC CA PART 10, SECTION 503, EXCEPTION 2 EXISTING HANDRAILS OTHERWISE REQUIRED TO COMPLY WITH SECTION 1011.11 OF THE CBC SHALL NOT BE REQUIRED TO COMPLY WITH THE REQIUREMENTS OF SECTION 1014.6 REGARDING

FULL EXTENSION OF THE HANDRAILS WHERE SUCH EXTENSIONS WOULD BE HAZARDOUS DUE TO PLAN CONFIGURATION.

EXISTING BUILDING ALTERATION NOTES

B OCCUPANCY
CBC TABLE 601 & 602, TYPE VB, S
PRIMARY STRUCTURAL FRAME 0-HR
BEARING WALLS - EXTERIOR 0-HR
BEARING WALLS - INTERIOR 0-HR

NON-BEARING WALLS &
PARTITIONS, EXTERIOR (=,>30' FIRE SEPARATION) 0-HR [CBC 705.5]

NON-BEARING WALLS &
PARTITIONS, INTERIOR 0-HR
FLOOR CONSTRUCTION 0-HR
ROOF CONSTRUCTION 0-HR
CORRIDORS (CBC 1020.2) 0-HR
*W/ SPRINKLER SYSTEM

AREA BY OCCUPANCY
TABLE 506.2 & 601
TABLE 506.2

CONSTRUCTION TYPE

ALLOWABLE NUMBER OF STORIES & HEIGHTS
TOTAL GROSS FLOOR AREA BY OCCUPANCY:

FIRE RESISTANCE RATING OF BLDG. ELEMENTS

OCCUPANCY TYPE LEGEND

U OCCUPANCY
43 3
LEGEND

MIXED-OCCUPANCY, ONE STORY BUILDING
S1: BUILDINGS WITH ONE STORIES ABOVE GRADE PLANE EQUIPPED TROUGHOUT

SPRINKLER SYSTEM
ALLOWABLE AREA FACTOR (CBC TABLE 506.2)
ALLOWABLE NUMBER OF STORIES (CBC TABLE 504.4)
ALLOWABLE BUILDING HEIGHT (CBC TABLE 504.3)

SPRINKLERED SYSTEM

OCCUPANCY CONSTRUCTION TABULAR ALLOWABLE STORIES HEIGHT GROUP TYPE AREA FACTOR (At)
B VB 36,000 SF 3 60
U VB 22,000 SF 2 60

OCCUPANCY B U
1ST FLOOR 2,575 6,940

AREA INFORMATION
TOTAL GROSS FLOOR AREA: 9,515 GSF - 1 STORY BUILDING

TOTAL BUILDING AREA
TABLE 504.4
506.2.4
K-9 CANOPY BUILDING
506.2.2 Mixed-Occupancy Buildings
The allowable area of each story of a mixed-occupancy building shall be determined in accordance with the applicable provisions of, Section 508.3.2 for nonseparated occupancies and Section 508.4.2 for separated occupancies.
508.3.2 Allowable Building Area
The allowable building area, height and number of stories of the building or portion thereof shall be based on the most restrictive allowance for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1
TABLE 601
TYPE VB, FIRE SPRINKLERED WITH NON SEPARATED OCCUPANCIES.

ACTUAL

STORIES
OK
ACTUAL
HEIGHT
OK
1 18'-6"

INDIVIDUAL ROOM OCCUPANT LOAD

COMBINED OCCUPANT LOAD

OCCUPANT EGRESS PATH
E.A.T.D: EXIT ACCESS TRAVEL DISTANCE (300' MAX. W/ SPRINKLER SYSTEM) PER CBC 1017.2
EXIT ACCESS SEPARATION DISTANCE PER 1007.1.1 EXCEPTION 2. W/ SPRINKLER SYSTEM 1/3 DIAGONAL OF BUILDING
EXIT LUMINAIRE, SEE ELECT. DWGS.

BATTERY PACK EMERGENCY LIGHT FIXTURE, SEE ELECT. DWGS.

C.P.O.T: COMMON PATH OF EGRESS TRAVEL (100' MAX. W/ SPRINKLER SYSTEM - B OCCUPANCY) PER CBC 1006.2.1
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"
1 SCALE: 1/16" = 1'-0"

FIRE & LIFE SAFETY PLAN - PSB
2 SCALE: 1/16" = 1'-0"
FIRE & LIFE SAFETY PLAN - K-9 CANOPY BUILDING
NOTE:

FLOOR PALN LAYOUT &

OCCUPANCY DESIGNATIONS MAY

VARY FROM FINAL SD PLANS AND
WILL BE UPDATED IN DD SET / 35%

CD PHASE
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-501
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

STANDARD

ACCESSIBILITY

DETAILS
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1/4"
MAX. 1/4"
1/4" 1/4"
WIDTH VARIES; SEE SPEC.
10" MIN.; SEE DOOR SCHED.
7/16" MAX.

BOTTOM RAIL/ KICKPLATE OF DOOR;

UNINTERRUPTED DURABLE SURFACE
GEOMETRY VARIES; SEE SPEC
GLAZING (WHERE OCCURS);

SEE DOOR SCHEDULE

DIRECTION

OF SWING
2 1
60"
17"-19"
36" MIN.
24"
54" MIN. 32"
2'-10"
59" MIN. @ FLR MTD WC
56" MIN @ WALL MTD WC
24"
MIN.
12"
MIN.
12" MAX.
36" MIN.

WHEN DOOR SWINGS IN
42" MIN. GRAB BAR

FLUSH ACTIVATOR

ON WIDE SIDE
36" MIN. GRAB BAR
B3
MIN
MIN. CLR
MIN

MIN CLR
MIN
G-50119" MIN
54" MIN
24" MIN
40" MAX HEIGHT
12"
MAX
7"-9"
33" - 36"
36" MIN GRAB BAR
42" MIN GRAB BAR

FINISH FLOOR

COMBINATION UNIT

TO HIGHEST

OPERABLE PART

ELEVATION
1'-5"
MAX
3'-8"
30" MIN
T.O. SEAT
17"-19"
19" MIN TO
OUTLET
19" MIN TO

OPENING
7"MIN
9" MAX.
24"MIN.
36" MIN 42" MIN.
44"
MAX
2'-9"
24"
MIN
12"
MIN.
33"-36"
29" MIN.
48" MAX.
40" MAX.

A.F.F
TO ALL

OPERABLE
PARTS

CONTROL TO BE

INSTALLED ON

WIDE SIDE OF

WATER CLOSET
AREA
URINAL W/ 14" MIN

PROJECTED RIM
1 1/2" SS
GRAB BARS TYP.

TISSUE

DISPENSER

SANITARY
NAPKIN

DISPOSAL
CLR.

WATER CLOSET URINAL
NOTE:

1. SEE CBC 11B-604 FOR ADDITIONAL TOILET

ROOM REQUIREMENTS
CL
CL
34" MAX / 29" MIN TO

HIGHEST PART / BOTTOM OF
WORK SURFACE;
48" MAX TO HIGHEST

OPERABLE PART

PAPER TOWER

DISPENSER
WASTE

RECEPTACLE
BABY

CHANGING

STATION

SANITARY
NAPKIN
WASTE

RECEPTCLE
SEAT
COVER

DISPENSER
MIRROR
O/ LAV
SOAP

DISPENSER
HAND
DRYER
60" MIN. DIA. CLR.
12" MAX.
28" MIN.
60" MIN. CLR.
17"-19"
18" MIN.
54" MIN.
18" MIN.
48" MIN. CLR.
56" MIN. CLR.

FLUSH

ACTIVATOR

ON WIDE
SIDE

OVERLAP
REAR WALL TO C.L. OF GRAB BAR

FRONT OF TOILET

TO FRONT END OF

GRAB BAR
A4
24" MIN.
1 1/2"

BACKING PLATE

WALL FINISH
GRAB BAR 1-1/2"

OUTSIDE DIAMETER

SCREWS INTO

FRAMING

STUD FRAMING
NOTE: GRAB BAR ANCHORAGE TO SUPPORT 250 LBS IN ANY DIRECTION. 15" MIN
5" MAX
8"
MIN
27" MIN
9" MIN
36" MAX
SPOUT
38"-43"
SPOUT
16"
MIN
6"
MAX
16"
MIN
18"
MIN
48" MIN CLR
15"
MIN
CLR
15"
MIN
CLR

EXTEND BARRIER
5/8" BEYOND

EDGE OF FOUNTAIN
16"
MIN
PROVIDE PROTECTION:

EITHER LOCATE IN ALCOVE

OR PROVIDE WING WALLS

OR RAILINGS

CL
FOR

STANDING

PERSONS
FOR
ALL

PERSONS
CL CL

DRINKING FOUNTAIN(S)
(WITH OR W/OUT WATER BOTTLE STATION)
CL
A
ELEVATION A SECTION 1 PLAN
1 1
PLAN
SECTION "A"
A
36" DEPTH MIN.

IN DIRECTION OF TRAVEL
NOTE:

1. CONTRACTOR IS

RESPONSIBLE TO ENSURE

TACTILE & DETECTABLE

WARNING SUFACE TILES ARE

INSTALLED TO SATISFY THE

REQUIREMENTS OF THE

LATEST EDITION OF THE CBC

2.35" APART
PER CBC FIG. 11B-705.1

2.35" APART
PER CBC FIG. 11B-705.1

0.9" BASE DIAM.
& 0.45" TOP DIAM.

TAPERED EDGES

WHERE EXPOSED

0.2" HEIGHT
9"*
6"*
29" MIN.
27" MIN.
34" MAX.
8"
17" MIN.
17" MIN.
18" MIN.
6" MAX
30" MIN.
48" MIN.

A
-
MIN

TO BOTTOM OF
APRON
TO POINT 8" BACK

FROM FRONT EDGE
MIN. MAX.
*IF A MIN. OF 9" IN VERTICAL TOE

CLEARANCE IS PROVIDED, A
MAX. OF 6" OF THE 48" OF CLR.

FLOOR SPACE REQUIRED AT A

FIXTURE MAY EXTEND INTO
HORIZONTAL TOE CLEARANCE.
(SEE PLAN)
CLR. FLOOR
SPACE

ELEVATION A
30" MIN.
60" MIN.
15"-16"
22"-23"
36" MIN.
27" MAX. 17" MIN. - 19" MAX
6"
MAX
6"
MAX
3 1/4"

FLOOR DRAIN

GRAB BARS

SHOWER CURTAIN

ASSEMBLY
2% MAX SURFACE SLOPE

OPERABLE PARTS OF THE

SHOWER SPRAY UNIT
1/2" MAX.

THRESHOLD

G-501
D4

FOLDING
SEAT

CLEAR SPACE

FACE OF FINISH

FACE OF FINISH
CL
6" MAX.
33" TO 36"
17" MIN. - 19" MAX
27" MAX.
39" TO 41"
48" MAX
27" MAX.
19" MIN.
- CONTROLS &

HOSE MOUNTING

BRACKET

FOLDING

SHOWER SEAT

FINISH FLOOR
'L' SHAPED GRAB

BAR ON WALL

ADJACENT AND

OPPOSITE

SHOWER SEAT

COVED BASE
1" MIN TO 1-1/2" MAX
60" MIN LENGTH

FLEXIBLE

SPRAYER

CONTROL AREA

TOP OF MOUNTING BRACKET

CENTER OF CONTROLS
L
C
L
C NOTE:

INSTALL PER CBC
FIGURE 11B-608.5.2
17" MIN.
1"
22" MIN.

DESCRIPTION:

STANDARD PARKING SIGN TO MOUNT ON 2" sq. GALV. STL. POST.

NOTES:
1- ALL LOCATIONS TO BE VERIFIED PRIOR TO INSTALLATION,
FIELD VERIFY TO CHECK FOR ADA CLEANCE AND UTILITIES.
2- INSTALL ACCESSIBILITY SIGNS AS REQUIRED PER 2022 CBC, SECTION 11B-502.8 "ADDITIONAL SIGNAGE".

UNAUTHORIZED VEHICLES

NOT DISPLAYING

DISTINGUISHING PLACARDS

OR SPECIAL LICENSE PLATES

ISSUED FOR PERSONS

WITH DISABILITIES WILL BE

TOWED AWAY AT
OWNER'S EXPENSE. TOWED

VEHICLES MAY BE

RECLAIMED AT

XXXXXXX
XXXXX

OR BY TELEPHONING

XXX-XXX-XXXX

UNAUTHORIZED VEHICLES

NOT DISPLAYING

DISTINGUISHING PLACARDS

OR SPECIAL LICENSE PLATES

ISSUED FOR PERSONS

WITH DISABILITIES WILL BE

TOWED AWAY AT
OWNER'S EXPENSE. TOWED

VEHICLES MAY BE

RECLAIMED AT

XXXXXXX

XXXXXXXXXXXX

OR BY TELEPHONING

XXX-XXX-XXXX
42"

BLUE ON
WHITE
WHERE

REQUIRED
1/2" RADIUS, TYP
$250

MINIMUM FINE
DESCRIPTION:

STANDARD ACCESSIBLE PARKING SIGN
TO MOUNT ON 2" sq. POST
NOTES:
1- ALL SIGN LOCATIONS TO BE VERIFIED

PRIOR TO INSTALLATION, FIELD VERIFY

TO CHECK FOR ADA CLEARANCE AND

UTILITIES
2- INSTALL ACCESSIBLE PARKING SIGN PER
2022 CBC SECTION 11B-502.6
VAN

ACCESSIBLE
VAN

ACCESSIBLE
80"
MIN.

PARKING
ONLY
3'-0" MIN.
3'-0" MIN.

WHITE PAINT SYMBOL TYP

WHITE PAINT BORDER, TYP
BLUE PAINT BACKGROUND; THE BLUE SHALL BE
COLOR NO. 15090 IN FEDERAL STANDARD 595C.

NOTES

1. THE CENTERLINE OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY MUST BE A MAX OF 6" FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES

PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWER CORNER

AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE LENGTH A2 SCALE: 3" = 1'-0"

DOOR THRESHOLD
0 3'' 6'' 9'' A3 SCALE: 1/2" = 1'-0"

ACCESSIBLE TOILET STALL - PLAN
0 1' 2' 4'
B3 SCALE: 1/2" = 1'-0"

ACCESSIBLE TOILET STALL - PLAN
0 1' 2' 4'
A4 SCALE: 1/4" = 1'-0"

TYPICAL MOUNTING HEIGHTS
0 2' 4' 8'
B2 SCALE: 1/2" = 1'-0"

ACCESSIBLE TOILET ROOM
0 1' 2' 4'
C2 SCALE: 3" = 1'-0"

GRAB BAR MOUNTING
0 3'' 6'' 9'' C3 SCALE: 1/2" = 1'-0"

ACCESSIBLE DRINKING FOUNTAIN
0 1' 2' 4'
D2 SCALE: 3/4" = 1'-0"

TRUNCATED DOMES
0 1' 2' 3' D3 SCALE: 1/2" = 1'-0"
CLEARANCES @ ACCESSIBLE LAV
0 1' 2' 4'
C4 SCALE: 1/2" = 1'-0"

ACCESSIBLE SHOWER
0 1' 2' 4'
D4 SCALE: 1/2" = 1'-0"

ACCESSIBLE SHOWER
0 1' 2' 4'
C1 SCALE: 1/2" = 1'-0"

SITE ENTRANCE SIGN
0 1' 2' 4'
B1 SCALE: 1/2" = 1'-0"

ACCESSIBLE PARKING SIGN
0 1' 2' 4'
D1 SCALE: 1/2" = 1'-0"

ACCESSIBLE PAVEMENT SIGNAGE
0 1' 2' 4'
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-601
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

CALGREEN

CHECKLIST
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
CHAPTER 5

NONRESIDENTIAL MANDATORY MEASURES
SECTION 5.101 GENERAL

5.101.1 SCOPE
The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties.

DIVISION 5.1 PLANNING AND DESIGN
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) Y
SECTION 5.102 DEFINITIONS

5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire.

LOW-EMITTING AND FUEL EFFICIENT VEHICLES.

Eligible vehicles are limited to the following:

1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962.

2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe 10 as regulated under 40 CFR Section 600 Subpart D.

NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards.

TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors.

VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.

Note: Source: Vehicle Code, Division 1, Section 668
ZEV. Any vehicle certified to zero-emission standards.

SECTION 5.106 SITE DEVELOPMENT

5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures:

5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance.

5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs.

1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMPs acceptable to the enforcing agency.

2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Dewatering activities.
b. Material handling and waste management.
c. Building materials stockpile management.
d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site.
g Spill prevention and control.
h. Other housekeeping BMPs acceptable to the enforcing agency.

DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL

5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards.

DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION
SECTION 5.301 GENERAL

5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance.

SECTION 5.302 DEFINITIONS

5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape.

FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks.

METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable.

GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO.

POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5.

POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction.

RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again.

SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO).

5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply
b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project.

2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section

5.106.5.3.1 EV capable spaces.
[N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements:

1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces.

2. A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.

3. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space.

4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE."
Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details.

ABBREVIATION DEFINITIONS:

HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise
HR High Rise
AA Additions and Alterations
N New

5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.

5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility.

5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.

5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates.

5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections

5.106.4.2.1 and 5.106.4.2.2

5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building.

5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2

5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter.

5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack.

Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.

CHAPTER 3

GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work.

A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used.
301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:

Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance.
301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC)
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.

SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply.
303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations.

5.106.5.3.3 Use of automatic load management systems (ALMS).

ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section

5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs.

5.106.5.3.4 Accessible EVCS.

When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3.

Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s).

5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N] Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project.

When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows:

5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces.
[N] In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following:

1. The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future installation of EVSE.

2. The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table

5.106.5.4.1

3. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium-and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles.

4. The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table

5.106.5.4.1.

TABLE 5.106.5.3.1

TOTAL NUMBER OF ACTUAL

PARKING SPACES

NUMBER OF REQUIRED EV

CAPABLE SPACES

NUMBER OF EVCS (EV

CAPABLE SPACES
PROVIDED WITH EVSE)^2
0-9 0 0
10-25 2 0
26-50 8 2
51-75 13 3
76-100 17 4
101-150 25 6
151-200 35 9
201 AND OVER 20% of total¹ 25% of EV capable spaces¹

5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply with the following:

1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and

2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);

3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and

4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent.

Exceptions: [N]

1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code.

2. Emergency lighting.

3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.

4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction.

5. Luminaires with less than 6,200 initial luminaire lumens.

TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT,
UPLIGHT AND GLARE (BUG) RATINGS 1,2

ALLOWABLE RATING

LIGHTING
ZONE
LZ0

LIGHTING
ZONE LZ1

LIGHTING
ZONE LZ2

LIGHTING
ZONE LZ3

LIGHTING
ZONE LZ4

MAXIMUM ALLOWABLE
BACKLIGHT RATING 3 Luminaire greater than 2
mounting heights (MH) from
property line
N/A No Limit No Limit No Limit No Limit
Luminaire back hemisphere is
1-2 MH from property line N/A B2 B3 B4 B4
Luminaire back hemisphere is

0.5-1 MH from property line N/A B1 B2 B3 B3
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/A B0 B0 B1 B2

MAXIMUM ALLOWABLE

UPLIGHT RATING (U)
For area lighting 3 N/A U0 U0 U0 U0
For all other outdoor
lighting,including decorative
luminaires
N/A U1 U2 U3 UR
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale.

Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).

The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.

Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency.

Refer to the current applicable permits on the State Water Resources Control Board website at:
www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development.

N/A Y N/A

1. Where there is insufficient electrical supply.

2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2.

5.106.5.3.2 Electric vehicle charging stations (EVCS)
EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table

5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided.

One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger.

The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel.

Y N/A Y N/A
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY

5.106.8.1 Facing- Backlight
Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line.

Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating.

5.106.8.2 Facing-Glare.

For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table

5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere.

Note: [N]

1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways.

2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B.

3. Refer to the California Building Code for requirements for additions and alterations.

5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following:

1. Swales.

2. Water collection and disposal systems.

3. French drains.

4. Water retention gardens.

5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.

Exception: Additions and alterations not altering the drainage path.

5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6.

5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years.

Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting.

5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years.

Exceptions: Playfields for organized sport activity are not included in the total area calculation.

5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years.

Exceptions:

1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting.

2. Designated and marked play areas of organized sport activity are not included in the total area calculation.

TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER
REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]
BUILDING TYPE BUILDING SIZE (SQ. FT.)

NUMBER OF

OFF-STREET

LOADING SPACES

ADDITIONAL

CAPACITY

REQUIRED (KVA)

FOR RACEWAY &

BUSWAY AND

TRANSFORMER &
PANEL
Grocery
10,000 to 90,000
1 or 2 200
3 or Greater 400
Greater than 90,000 1 or Greater 400
Retail
10,000 to 135,000
1 or 2 200
3 or Greater 400
Greater than 135,000 1 or Greater 400
Warehouse
20,000 to 256,000
1 or 2 200
3 or Greater 400
Greater than 256,000 1 or Greater 400

MAXIMUM ALLOWABLE
GLARE RATING 5 (G)

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G1 G2 G3 G4

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G1 G1 G2

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G0 G1 G1

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G0 G0 G1

1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code.

2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section.

3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-602
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

CALGREEN

CHECKLIST
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT

5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:

5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets.

Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.

5.303.3.2 Urinals.

5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed

0.125 gallons per flush.

5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush.

5.303.3.3 Showerheads. [BSC-CG]

5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.

5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.

Note: A hand-held shower shall be considered a showerhead.

DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY
SECTION 5.401 GENERAL

5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.

SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND

RECYCLING

5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent.

5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that:

1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale.

2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).

3. Identifies diversion facilities where construction and demolition waste material collected will be taken.

4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both.

5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section.

Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company.

Exceptions to Sections 5.408.1.1 and 5.408.1.2:

1. Excavated soil and land-clearing debris.

2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.

3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.

5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency.

5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.

Notes:

1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan.

2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).

5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents.

Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/

5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed.

Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.

Notes:

1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material.

2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov)
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL

5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.

SECTION 5.502 DEFINITIONS

5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.

A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 32 0 Fahrenheit.

COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.

COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).

Note: See CCR, Title 17, Section 93120.1.

DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).

DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity.

ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.

Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included.

ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.

ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle.

ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest.

EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections.

FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.

GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one.

GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.

HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter.

LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).

MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.

MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O
3 /g ROC).

PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging).

PSIG. Pounds per square inch, guage.

REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.

SCHRADER ACCESS VALVES. Access fittings with a valve core installed.

SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter.

SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units.

VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) .Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question.

SECTION 5.503 FIREPLACES

5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.

5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits.

SECTION 5.504 POLLUTANT CONTROL

5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction.

5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system.

5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following:

1. Environmental and sustainability goals.

2. Building sustainable goals.

3. Indoor environmental quality requirements.

4. Project program, including facility functions and hours of operation, and need for after hours operation.

5. Equipment and systems expectations.

6. Building occupant and operation and maintenance (O&M) personnel expectations.

5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse system.

5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following:

1. General project information.

2. Commissioning goals.

3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested.
d. Conditions under which the test shall be performed.
e. Measurable criteria for acceptable performance.

4. Commissioning team information.

5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included.

5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made.

5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative.

5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1.

5.410.4.2 (Reserved)
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems.

5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse systems.

5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system.

5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) SECTION 5.303 INDOOR WATER USE

5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2.

5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:

1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.

SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS

5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive.

Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.

5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.

Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area.

5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).

Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site.

5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations.

5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following:

1. Site information, including facility description, history and current requirements.

2. Site contact information.

3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log.

4. Major systems.

5. Site equipment inventory and maintenance notes.

6. A copy of verifications required by the enforcing agency or this code.

7. Other resources and documentation, if applicable.

5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following:

1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces).

2. Review and demonstration of servicing/preventive maintenance.

3. Review of the information in the Systems Manual.

4. Review of the record drawings on the system/equipment.

2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).

5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day.

SECTION 5.304 OUTDOOR WATER USE

5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent.

Notes:

1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2.

2. MWELO and supporting documents, including a water budget calculator, are available at:
https://www.water.ca.gov/.

5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter

2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.

Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO.

5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet.

5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

5.303.4 COMMERCIAL KITCHEN EQUIPMENT.

5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.

Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation.

5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building.

5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code.

Y N/A
SECTION 5.402 DEFINITIONS

5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper.

BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities.

BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements.

ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste.

TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT

5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent.

5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.

5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.

5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows:

5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following:

1. An installed awning at least 4 feet in depth.

2. The door is protected by a roof overhang at least 4 feet in depth.

3. The door is recessed at least 4 feet.

4. Other methods which provide equivalent protection.

5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.

5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements.

Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections

5.410.2 through 5.410.2.6 shall apply.

Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include:

1. Owner’s or Owner representative’s project requirements.

2. Basis of design.

3. Commissioning measures shown in the construction documents.

4. Commissioning plan.

5. Functional performance testing.

6. Documentation and training.

7. Commissioning report.

Exceptions:

1. Unconditioned warehouses of any size.

2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.

3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.

4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.

Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning.

Informational Notes:

1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems.

2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code.

5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services.

5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations.

5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency.

RESPON. Y N/A Y N/A Y N/A
PARTY
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

5.303.3.4 Faucets and fountains.

5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi.

5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.

5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi].

5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.

5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].

Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.

5.303.3.4.6 Pre-rinse spray value
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff.

FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A).

TABLE H-2

STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019

PRODUCT CLASS
[spray force in ounce force (ozf)] MAXIMUM FLOW RATE (gpm) Product Class 1 (≤ 1.00
Product Class 2 (> 5.0 ozf and ≤ 1.20
Product Class 3 (> 8.0 ozf) 1.28
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-603
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

CALGREEN

CHECKLIST
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT

5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.

5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49.

5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.

5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5.

5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:

1. Product certifications and specifications.

2. Chain of custody certifications.

3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).

4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards.

5. Other methods acceptable to the enforcing agency.

TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2
Less Water and Less Exempt Compounds in Grams per Liter

ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVES 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT SPECIFICALLY LISTED 50

SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250

SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD) 50
WOOD 30
FIBERGLASS 80

1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC

CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter

SEALANTS CURRENT VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420

SEALANT PRIMERS

ARCHITECTURAL
NONPOROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC

CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.

TABLE 5.504.4.3 - CONT.

GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS

COATING CATEGORY CURRENT VOC LIMIT

SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS) 500
HIGH-TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS:

CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340

1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS

2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.

3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.

TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1

MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION

PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13

1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.

2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).

5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities.

Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.

5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.

5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.

5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.

5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils.

5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.

Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations.

5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.

5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.

5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve.

5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.

5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use.

5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic.

5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.

5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps.

Exception: Valves with seal caps that are not removed from the valve during stem operation.

5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances.

5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.

5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver.

5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging.

5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum.

5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge.

5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge.

5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.

5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes.

5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes.

5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period.

CHAPTER 7

INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.

Examples of acceptable HVAC training and certification programs include but are not limited to the following:

1. State certified apprenticeship programs.

2. Public utility training programs.

3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.

4. Programs sponsored by manufacturing organizations.

5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector:

1. Certification by a national or regional green building program or standard publisher.

2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.

3. Successful completion of a third party apprentice training program in the appropriate trade.

4. Other programs acceptable to the enforcing agency.

Notes:

1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.

2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency.

Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023) SECTION 5.505 INDOOR MOISTURE CONTROL

5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code.

SECTION 5.506 INDOOR AIR QUALITY

5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.

5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4).

5.506.3 Carbon dioxide (CO2) monitoring in classrooms.
(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements:

1. The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows.

2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel.

3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm.

4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration.

5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater.

6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years.

SECTION 5.507 ENVIRONMENTAL COMFORT

5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2.

Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.

Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction.

5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations:

1. Within the 65 CNEL noise contour of an airport.

Exceptions:

1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.

2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element.

2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan.

5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).

5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.

5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior.

5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record.

5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40.

Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.

SECTION 5.508 OUTDOOR AIR QUALITY

5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.

5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs.

5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.

5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350)
See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.

5.504.4.7 Thermal insulation
Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.7.1 Verification of compliance.

Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits.

5.504.4.8 Acoustical ceiling and wall panels.

Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs.

5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits.

5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of

13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual.

Exceptions: Existing mechanical equipment.

5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.

5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions.

5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:

1. Manufacturer's product specification

2. Field verification of on-site product containers

5.504.4.4 Carpet Systems.

All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through

5.504.4.6.

5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards:

1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below.

2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

Y N/A RESPON. Y N/A Y N/A Y N/A
PARTY
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
G-605
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

PV SYSTEM

CALCULATIONS
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
10 DRAFT
2 9

MAINE ST

AMADOR ST

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL
X

COMMUNITY
SAFETY
CENTER
67,925 SF

POLICE SERVICES BUILDING
19,400 SF
K-9 BLDG
1,700 SF
K-9 CANOPY
7,850 SF

CARPORT A
1,880 SF

CARPORT B
2,585 SF

CARPORT C
2,600 SF

CARPORT D
3,430 SF

CARPORT E
1,390SF

CARPORT F
1,390SF
NMU
RLD
RLD
RLD
RLD

DESCRIPTION VALUE UNIT
PV PANEL TYPE Fixed on 10 degree roof slope
PV PANEL SIZE (72-cell) 39"x78" 21 SF
WATTS/SF 17 w/SF
ANNUAL PRODUCTION 22 kW/SF/year
GROSS INSTALL COST PER KW $ $/kW 2,600
GROSS INSTALL COST PER SF $ 45 $/SF
COMMUNITY SAFETY CENTER BUILDING TARGET EUI CBECS EST. 18.7 EUI 11 kWh/SF/year POLICE SERVICE BUILDING TARGET EUI CBECS EST. 14.1 EUI 10 kWh/SF/year K-9 CANOPY BUILDING TARGET EUI CBECS EST. 14.1 EUI 10 kWh/SF/year 1 ESTIMATE BUILDING AREA 19,400 SF
2 ESTIMATED PV AREA ON ROOF PV Plan Area x 102% slope factor 8,976 SF MAX PV SYSTEM RATING (PV Area [SF] x 17 [w/SF] )/ 1,000 152.6 Kw 3 ANNUAL POWER PRODUCTION PV Area [SF] x Annual Prod. [kWh/SF] 197,472 kWh 4 ENERGY UTILIZATION INTENSITY (EUI) & ZNE
EUI PROVIDED BY PV SYSTEM Annual Power Prod. [kWh] / Bldg.Area [SF] / 1.10 9.25 kWh/SF/year EUI DEMAND FOR BUILDINGS TARGET Estimated Target EUI 10 kWh/SF/year PERCENTAGE OF ZNE, THIS BLDG ONLY EUI Provided by PV / EUI Required for Bldg. 92.54 % 5 PV SYSTEM COST $/PV AREA PV Area [SF] x $45 [$/SF] 403,920 $ PV SYSTEM COST $/Kw PV rating [Kw] x install cost/kW [$/Kw] $ 396,739

PRELIMINARY PV ANALYSIS

POLICE SERVICE BUILDING

ASSUMPTIONS

ESTIMATED ENERGY UTILIZATION INTENSITY (EUI) DEMAND

TOTAL CAPACITY OF ROOF

DESCRIPTION VALUE UNIT
PV PANEL TYPE Ballasted. 10 degree altitude on flat roof PV PANEL SIZE (72-cell) 39"x78" 21 SF
WATTS/SF 22 w/SF
ANNUAL PRODUCTION 22 kW/SF/year
GROSS INSTALL COST PER KW $ $/kWh 2,600
GROSS INSTALL COST PER SF $ 45 $/SF
COMMUNITY SAFETY CENTER BUILDING TARGET EUI CBECS EST. 18.7 EUI 11 kWh/SF/year POLICE SERVICE BUILDING TARGET EUI CBECS EST. 14.1 EUI 10 kWh/SF/year K-9 CANOPY BUILDING TARGET EUI CBECS EST. 14.1 EUI 10 kWh/SF/year 1 ESTIMATE BUILDING AREA 65,965 SF
2 ESTIMATED PV AREA ON ROOF PV Plan Area x 102% slope factor 8,247 SF MAX PV SYSTEM RATING (PV Area [SF] x 22 [w/SF] )/ 1,000 181.4 Kw 3 ANNUAL POWER PRODUCTION PV Area [SF] x Annual Prod. [kWh/SF] 181,427 kWh 4 EUI PROVIDED BY PV SYSTEM Annual Power Prod. [kWh] / Bldg.Area [SF] / 1.10 2.50 kWh/SF/year EUI DEMAND FOR BUILDINGS TARGET Estimated Target EUI 11 kWh/SF/year PERCENTAGE OF ZNE, THIS BLDG ONLY EUI Provided by PV / EUI Required for Bldg. 22.73 % 5 PV SYSTEM COST $/PV AREA PV Area [SF] x $45 371,102 $ PV SYSTEM COST $/Kw PV rating [Kw] x install cost/Kw [$/Kw] $ 471,711 NOTE: COMMERCIAL BUILDINGS ENERGY CONSUMPTION SURVEY (CBEC)

PRELIMINARY PV ANALYSIS

COMMUNITY SAFETY CENTER BUILDING

ASSUMPTIONS

ESTIMATED ENERGY UTILIZATION INTENSITY (EUI) DEMAND

TOTAL CAPACITY OF ROOF

ENERGY UTILIZATION INTENSITY (EUI) & ZNE
10 20 40 60

DESCRIPTION VALUE UNIT
PV PANEL TYPE Fixed on 10 degree roof slope
PV PANEL SIZE (72-cell) 39"x78" 21 SF
WATTS/SF 17 w/SF
ANNUAL PRODUCTION 22 kW/SF/year
GROSS INSTALL COST PER KW $ $/Kw 2,600
GROSS INSTALL COST PER SF $ 45 $/SF
COMMUNITY SAFETY CENTER BUILDING TARGET EUI CBECS EST. 18.7 EUI 11 kWh/SF/year POLICE SERVICE BUILDING TARGET EUI CBECS EST. 14.1 EUI 10 kWh/SF/year K-9 CANOPY BUILDING TARGET EUI CBECS EST. 14.1 EUI 10 kWh/SF/year 1 ESTIMATE BUILDING AREA 1,700 SF
2 ESTIMATED PV AREA ON ROOF PV Plan Area x 102% slope factor 5,712 SF MAX PV SYSTEM RATING (PV Area [SF] x 17 [w/SF] )/ 1,000 97.1 Kw 3 ANNUAL POWER PRODUCTION PV Area [SF] x Annual Prod. [kWh/SF] 125,664 kWh 4 ENERGY UTILIZATION INTENSITY (EUI) & ZNE
EUI PROVIDED BY PV SYSTEM Annual Power Prod. [kWh] / Bldg.Area [SF] / 1.10 67.20 kWh/SF/year EUI DEMAND FOR BUILDINGS TARGET Estimated Target EUI 10 kWh/SF/year PERCENTAGE OF ZNE, THIS BUILDING ONLY EUI Provided by PV / EUI Required for Bldg. 672 % 5 PV SYSTEM COST $/PV AREA PV Area [SF] x $45 257,040 $ PV SYSTEM COST $/Kw PV rating [kWh] x install cost/kW [$/kWh] $ 252,470

PRELIMINARY PV ANALYSIS
K-9 CANOPY BUILDING

ASSUMPTIONS

ESTIMATED ENERGY UTILIZATION INTENSITY (EUI) DEMAND

TOTAL CAPACITY OF ROOF

DESCRIPTION VALUE UNIT
PV PANEL TYPE Fixed on 10 degree roof slope
PV PANEL SIZE (72-cell) 39"x78" 21 SF
WATTS/SF 17 w/SF
ANNUAL PRODUCTION 22 kW/SF/year
GROSS INSTALL COST PER KW $ $/Kw 2,600
GROSS INSTALL COST PER SF $ 45 $/SF
1 ESTIMATE BUILDING AREA N/A SF
2 ESTIMATED PV AREA ON ROOF PV Plan Area x 102% slope factor 13,541 SF MAX PV SYSTEM RATING (PV Area [SF] x 17 [w/SF] )/ 1,000 [Kw] 230 Kw 3 ANNUAL POWER PRODUCTION PV Area [SF] x Annual Prod. [kWh/SF] 297,891 kWh 4 ENERGY UTILIZATION INTENSITY (EUI) & ZNE Annual Power Prod. [kWh] / Bldg.Area [SF] / 1.10 N/A Kwh/SF/year 5 PV SYSTEM COST $/PV AREA PV Area [SF] x $45 609,323 $ PV SYSTEM COST $/Kw PV rating [Kw] x install cost/kW [$/Kw] $ 598,490

PRELIMINARY PV ANALYSIS

CARPORTS

ASSUMPTIONS

TOTAL CAPACITY OF ROOF

VALUE UNIT
1 CSC - BLDG AREA 65,965 SF
POLICE SERVICES - BLDG AREA 19,400 SF
K-9 - BLDG AREA 1,700 SF
TOTAL BLDGS AREA 87,065 SF
2 CSC - PV AREA 8,247 SF
POLICE SERVICES - PV AREA 8,976 SF
K-9 - PV AREA 5,712 SF
CARPORTS - PV AREA 13,541 SF
TOTAL PV AREA 36,475 SF
3 CSC - ANNUAL POWER PRODUCTION 181,427 kWh/year
POLICE SERVICES -ANNUAL POWER PRODUCTION 197,472 kWh/year K-9 - ANNUAL POWER PRODUCTION 125,664 kWh/year
CARPORTS - ANNUAL POWER PRODUCTION 297,891 kWh/year
TOTAL ANNUAL POWER PRODUCTION 802,454 kWh/year
CSC - MAX PV SYSTEM RATING 181 Kw
POLICE SERVICES - MAX PV SYSTEM RATING 153 Kw
K-9 - MAX PV SYSTEM RATING 97 Kw
CARPORTS - MAX PV SYSTEM RATING 230 Kw
TOTAL - MAX PV SYSTEM RATING 661 Kw
4 CSC - EUI [EUI 11 x Bldg Area] 725,615 Kwh/year
POLICE SERVICES - EUI [EUI 10 x Bldg Area] 194,000 Kwh/year K-9 - EUI [EUI 10 x Bldg Area] 17,000 Kwh/year
TOTAL EUI Kwh/year 936,615
TOTAL POWER PRODUCTION 802,454 kWh/year
TOTAL POWER DEMAND 936,615 Kwh/year
TOTAL PERCENTAGE OF ZNE % 86
5 $ 371,102
$ 403,920
$ 257,040
$ 609,323
TOTAL PV SYSTEM COST $ 1,641,384

ZERO NET ENERGY (ZNE)
PV SYSTEM COST $/ BUILDING
CSC

POLICE SERVICES
K-9

CARPORTS

ANNUAL POWER DEMAND

PRELIMINARY PV ANALYSIS

TOTAL SITE

TOTAL BLDG AREA

ESTIMATED PV AREA ON ROOF

ANNUAL POWER PRODUCTION

TOTAL PV SYSTEM SIZE
N
1 SCALE: 1" = 30'

SITE PLAN WITH PV SOLAR PLANEL SYSTEM

PRELIMINARY PV ANALYSIS

TOTAL SITE

CONCLUSION

ROOFTOP PHOTOVOLTAICS PV SHOWN ON PLANS IS PREDICTED TO ACHIEVE 86% ZERO NET ENERY (ZNE) AT COST OF AROUND $1.6 MILLION, ASSUMING

THE NEW BUILDINGS ACHIEVE AN ENERGY UTILIZATION INTENSITY (EUI) OF AROUND 16 KWH/SF/YEAR.

POLICE SERVICES BUILDING

COMMUNITY SAFETY CENTER BUILDING
K-9 CANOPY BUILDING

CARPORTS

27.29 27.29

26.87 26.75

27.23 26.42

25.94 26.13

26.42 26.38

26.37 25.84

25.88 25.70

25.62 25.58

25.42 24.92

24.95 25.57

25.70 24.66

24.44 24.96

24.20 23.69

23.83 24.73

25.01 24.90

24.21 24.16

24.81 24.66

24.12 24.02

23.49 23.53

24.10 24.23

24.12 23.52

23.44 23.90

24.68 24.18

24.36 25.43

24.94 25.00

25.43 25.47

25.12 24.01

23.88 24.38

23.93 24.30

24.36 23.65

24.08 24.10

23.85 23.69

23.40 23.34

22.83 22.92

22.43 21.90

22.69 22.03

22.51 22.55

22.41 21.67

21.56 22.09

21.99 21.47

21.57 22.49

22.42 22.43

22.74 22.12

22.10 22.58

22.47 22.54

22.39 21.66

21.62 22.08

21.64 21.21

21.24 21.91

22.03 22.35

22.49 22.09

22.37 22.27

22.78 22.98

22.52 22.58

22.58 22.36

22.51 22.68

23.15 23.00

22.60 22.66

23.23 23.44

22.96 22.59

22.65 22.98

23.18 23.32

22.79 22.48

22.56 22.68

23.02 22.92

23.34 23.83

23.61 23.54

23.11 23.29

23.92 23.73

23.25 23.33

23.23 23.14

22.92 23.52

23.56 23.46

23.60 24.3424.07

24.11 23.63

23.76 23.65

23.58 23.34

23.83 23.94

23.86 24.32

24.77 24.48

24.60 24.14

24.18 24.12

23.88 23.74

24.32 24.42

24.33 24.82

25.15 24.88

25.04 24.56

24.65 24.53

24.28 24.10

24.70 24.84

24.73 25.23

25.90 25.34

25.27 25.16 25.29

24.81 24.68 24.44

24.96 25.24 25.12 25.62

25.80 25.90

25.66 25.16 25.25

25.06 24.88 24.80

24.96 25.12 25.04 25.54

25.62 25.03

24.96 25.02 24.93 25.40

25.53 25.03 24.98 24.97

25.50 25.03

25.04 25.10

25.30 25.34

25.28 25.16

25.13 25.18 25.16 25.66

25.74 24.90 24.83 25.34

25.49 25.39

25.92 25.48

25.81 25.30 25.17 25.64

26.28 25.69

26.26 26.05 26.16

26.48 26.46

25.56 26.06 26.17

35.06 34.66

34.83 34.96

34.91 35.71

35.99 35.40 35.52 35.55 35.56 35.59 35.56 35.57

35.5335.59

35.60 35.62

35.60 35.59

35.23 36.10

35.47 34.90 34.83 34.76

34.71 34.77

34.86 35.06

35.09 35.16 35.05

35.0334.93 34.91 35.05

34.74 34.93

34.40 34.42

34.82 34.91

34.89 34.57 34.51

33.82 34.18

34.86 34.58 34.65 34.75 34.73

34.73 34.60

34.36 34.38

34.35 34.38

34.46 34.14 34.14

34.15 34.1834.21

34.09 33.79

34.19 33.69 33.81 34.01 34.01 33.82 33.58 33.28 33.46

33.78 33.94

33.92 33.76

33.49 33.30

34.10 34.15 34.16 34.19 34.18 34.23

34.27 34.34

34.31 34.21

34.05 33.96 33.86

34.87 34.88

33.77 33.42

33.13 32.73 33.22

33.48 32.84

32.39 31.30 31.27

31.90 32.08

32.28 31.76

31.05 30.58

29.77 30.27

34.75 34.92

34.93 34.90

34.50 34.54

34.45 34.44

34.24 34.04

33.86 33.45

33.90 34.62

34.81 34.61

34.91 34.83

34.66 34.47 34.82 34.60

34.62 34.64 34.67 34.64

34.59 34.6634.66

33.98 34.14 34.03

34.15 33.86

32.94 27.80

27.67 27.56

27.21 28.62

29.05 29.48

28.75 28.36

28.63 29.19

28.71 28.67

29.17 26.28

28.64 29.20

28.76 28.73

29.20 28.77

28.68 29.35

29.34 29.23

28.74 28.69

28.78 28.84

29.31 29.43

28.98 28.92

28.71 28.42

28.34 28.28

28.5128.51

28.60 28.31

27.89 27.75

28.33 28.73

28.39 28.11

28.10 28.19

28.34 29.11

28.68 29.53

29.89 30.51

31.91 32.82

33.27 32.05

30.57 31.33

30.18 29.73

29.46 29.82

30.02 33.43

32.20 31.42

30.82 30.52

30.63 30.18

30.43 30.49

30.92 30.52

30.58 31.15

31.06 31.74

31.55 31.05

31.06 33.04

33.00 32.49

32.45 34.61

34.65 35.16

35.04 34.46

33.93 36.15

36.71 36.38

36.28 35.90

35.76 35.9235.7735.47

35.14 35.65

35.31 34.95

36.37 35.05

35.54 35.27

37.03 35.71

36.86 35.73

35.72 34.12

33.73 29.37

26.67 25.97 25.33

26.85 27.10 25.70 27.91

28.37 25.99

27.32 27.62 26.61 29.20

27.13 27.91

28.20 27.46

27.81 28.53

28.81 28.73

29.12 29.19

29.22 29.61

29.39 29.96

29.91 30.34

30.72 30.35

30.50 31.09

36.84 36.77

36.94 36.77

36.85 36.68

36.87 36.61

35.55 36.49 36.50 36.42

35.71 36.40

35.17 35.88 35.41 36.37

36.13 36.30

26.38 30.75

30.45 30.43
S
S S
D
SSMH
RIM = 35.46
6" E+W = 31.71
SSMH
RIM = 28.58

UNABLE TO OPEN
SSMH
RIM = 28.80

UNABLE TO OPEN
SSMH
RIM = 34.06
8"? S = 21.26
8" E+W = 21.06
SD DI
RIM = 33.94
INV = 31.14
MH
RIM = 34.59

GREASE INTERCEPT
FL 4" SD PIPE
SSMH
RIM = 30.20
FL 4" S = 23.10
FL 8" N = 22.90
FL 8" N =22.70
FL 8 " W = 22.60
SSMH
RIM = 33.70
FL 12" E = 24.40
FL 12" S = 24.30
SSMH
RIM = 33.73
FL 8" S = 25.63
FL 8" W = 25.53
DI MH

SS DRAIN
RIM = 30.40
INV = 28.60
SD DI
RIM = 34.75
INV = 32.75
SD DI
RIM = 24.67
INV = 22.47 SD DI
RIM = 24.63
INV = 22.83
SD DI
RIM = 22.52
INV = 18.02
SD DI
RIM = 23.30
INV = 21.30
SD DI
RIM = 29.63
INV = 21.53
SD DI
RIM = 29.70
INV = 21.60
SD DI
RIM = 30.13
INV = 22.23
SD DI
RIM = 33.28
INV = 27.58
SD DI
RIM = 33.82
INV = 30.12

33.67 34.05 34.14

32.79 C
C
S
S
S
S
S
S
S

W W W W W W W W
W
W
C
C
W
S
C
C
C
W
M W
D
D

BUILDING

BUILDING

BUILDING

PD BUILDING

PORTABLE PORTABLE

PORTABLE

BUILDING GARAGE
HC
HC HC
HC
HC
HC
HC

HC HC HC HC HC HC HC
DWY

DWY DWY DWY DWY DWY DWY DWY DWY DWY DWY DWY

DWY DWY

30.0 25.5

26.0 26.5

27.0 27.5

28.0 28.5

29.0 29.5

30.5 31.0

31.5 32.0

32.5 33.0

30.0 26.5

27.0 27.5

28.0 28.5

29.0 29.5

30.5 25.0

24.0 24.5

25.5 26.0

26.5 27.0

30.0 30.5

31.0 31.5

32.0 32.5

33.0 33.5

34.0 34.0

34.0 34.0

34.5 35.0

34.0 34.5

35.5 36.0

36.5 30.0

35.0 28.5

29.0 29.5

30.5 31.0

31.5 32.0

32.5 33.0

33.5 34.0

34.5 35.5

36.0 25.0

30.0 35.0

23.5 24.0

24.5 25.5

26.0 26.5

27.0 27.5

28.0 28.5

29.0 29.5

30.5 31.0

31.5 32.0

32.5 33.0

33.5 34.0

34.5 35.5

25.0 23.0

23.5 24.0

24.5 23.0

25.0 24.0

25.0 26.0 25.5

24.5 23.5
S
S
S

RAILROAD

RAILROAD

23.88 24.40

24.82 25.28

25.55 26.08

26.32 26.73

26.37 25.88

25.48 26.69

26.04 25.09

27.31 26.47

27.59 26.86

28.00 27.25

29.20 28.43

27.61 28.66

28.22 27.55

26.98 27.28

26.78 25.85

25.89 25.12

24.17 23.96

28.14 28.75

29.48 29.96

30.30 30.55

29.81 28.92

28.57 27.01

28.34 27.74

29.24 29.73

30.56 30.24

30.71 30.28

29.99 31.08

30.75 30.27

31.06 30.50

29.93 29.10

28.26 27.17

26.12 27.50

27.81 28.58

29.36 30.71

31.19 31.6631.50

31.35 31.07

30.07 29.34

28.38 27.22 27.20

28.88 28.39

29.87 30.63 30.16

30.79 31.09

31.36 31.22 31.52

30.80 31.32

30.61 30.81

29.14 29.69

27.84 28.62

27.32 27.04

26.31 25.82 25.76

26.56 30.69

31.62 32.12

33.15 33.22

32.45 31.78

31.06 31.68

32.44 33.09 33.13

32.29 31.57

30.5430.07

31.35 32.22

33.14 33.06

32.42 31.38

30.07 30.69

31.32 32.46

33.28 33.07

32.28 31.37

30.92 31.52

33.06 32.05

31.39 31.68

32.24 32.83

32.16 31.67

31.03 31.22

31.82 31.96

32.67 33.32

32.77 30.40

35.17 35.09

35.10 35.56

35.11 35.10

35.64 34.82

34.98 34.91

34.32 34.78

34.92 34.16

34.04 34.78

33.70 33.60

33.10 35.73

35.77 35.66

35.02 35.48

35.48 35.01

35.03 35.10

35.34 35.49

35.38 35.11

35.16 35.24

34.70 35.05

35.16 35.12

34.45 34.48

34.43 33.91

34.06 33.54

33.10 33.73

33.82 33.74

32.60 32.44

31.97 32.22

32.59 32.72

32.63 31.84

32.31 31.70

31.29 31.95

31.90 31.44

31.17 31.58

31.81 35.39

35.28 35.35

35.42 35.72

36.07 35.66

35.67 36.00

35.58 35.93

35.94 36.29

36.12 36.20

36.54 36.46

36.70 36.87

36.81 36.86

36.70 36.74

31.30 30.80

31.06 31.51

31.08 30.97

31.38 31.48

30.92 30.80

31.26 30.52

30.7531.15

31.16 31.12

31.07 31.37

31.72 31.28

31.31 30.56

30.07 30.19

30.65 31.86

30.30 30.63

30.11 30.70

30.54 32.51

32.26 33.71

33.64 34.67

34.60 34.77

34.66 36.34

36.20 37.24

37.16 37.23

29.84 29.67

29.21 29.41

29.76 29.80

29.09 29.04

29.51 28.76

28.30 28.40

28.61 28.98

29.03 28.42

28.88 29.00

27.63 28.44

27.83 28.16

27.59 27.48

27.95 27.71

27.54 27.07

27.08 SSMH
RIM = 26.07
10" N+S = 14.82
SSS MH
RIM = 31.30
S
S

34.84 34.85 34.83 34.83 34.83

34.83 34.86

23.45 23.39

23.32 23.22

23.09 23.19

23.20 Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C01-V101-TOPO-ALL.dwg - V-101 2/02/2024 - 2:35PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

V-101

TOPOGRAPHIC &

UTILITY SURVEY,
1"=30'

MAINE STREET

SOLANO AVENUE AMADOR STREET

YORK STREET
NOTES:

HUDSON ALLEY

EXISTING

BUILDING

EXISTING

PORTABLE

BUILDING

EXISTING

PORTABLE

BUILDING

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION)

EXISTING PUBLIC WORKS

MAINTENANCE BUILDING

EXISTING

POLICE BUILDING

EXISTING

PAINT SHOP

EXISTING

PORTABLE

BUILDING
DRAFT

27.29 27.29

26.87 26.75

27.23 35.06

34.66 34.83

34.96 34.91

35.71 35.99

35.40 35.52 35.55 35.56

35.59 35.5635.57

35.5335.59

35.60 35.62

35.60 35.59

35.23 36.10

35.47 34.90

34.83 34.76

34.71 34.77

34.86 35.0635.09

35.16 35.05

35.0334.93

34.91 35.05

34.74 34.93

34.40 34.42

34.82 34.91

34.89 34.57

34.51 33.82

34.18 34.86

34.58 34.65 34.75 34.73

34.73 34.60

34.36 34.38

34.35 34.38

34.46 34.14

34.1434.15

34.18 34.21

34.09 33.79

34.19 33.69 33.81 34.01 34.01

33.82 33.58

33.28 33.46

33.78 33.94

33.92 33.76

33.49 33.30

34.10 34.15

34.16 34.19

34.18 34.23

34.27 34.34

34.31 34.21

34.05 33.96 33.86

34.87 34.88

33.77 33.42

33.13 32.73 33.22

33.48 32.84

32.39 31.30 31.27

31.90 32.08

32.28 31.76

31.05 30.58

29.77 30.27

34.75 34.92

34.93 34.90

34.50 34.54

34.45 34.44

34.24 34.04

33.86 33.45

33.90 34.62

34.81 34.61

34.91 34.83

34.66 34.47 34.82 34.60 34.62

34.64 34.67

34.64 34.59

34.6634.66

33.98 34.14

34.03 34.15

33.86 32.94

27.80 27.67

27.56 27.21

28.62 29.05

29.48 28.75

28.36 28.63

29.19 28.71

28.67 29.17

26.28 28.64

29.20 28.76

28.73 29.20

28.77 28.68

29.35 29.34

29.23 28.74

28.69 28.78

28.84 29.31

29.43 28.98

28.92 28.71

28.34 28.28

28.42 28.5128.51

28.60 28.31

27.89 27.75

28.33 28.73

28.39 28.11

28.10 28.19

28.34 29.11

28.68 29.53

29.89 30.51

31.91 32.82

33.27 32.05

30.57 31.33

30.18 29.73

29.46 29.82

30.02 33.43

32.20 31.42

30.82 30.52

30.63 30.18

30.43 30.49

30.92 30.52

30.58 31.15

31.06 31.74

31.55 31.05

31.06 33.04

33.00 32.49

32.45 34.61

34.65 35.16

35.04 34.46

33.93 36.15

36.71 36.38

36.28 35.90

35.76 35.9235.7735.4735.14

35.65 35.31

34.95 36.37

35.05 35.54

35.27 37.03

35.71 36.86

35.73 35.72

34.12 33.73

29.37 27.13 27.91

28.20 27.46

27.81 28.53

28.81 28.73

29.12 29.19

29.22 29.61

29.39 29.96

29.91 30.34

30.72 30.35

30.50 31.09

36.84 36.77

36.94 36.77

36.85 36.68

36.87 36.61

35.55 36.49 36.50 36.42

35.71 36.40

35.17 35.88 35.41 36.37

36.13 36.30

26.38 30.75

30.45 30.43
S
S S
D
SSMH
RIM = 35.46
6" E+W = 31.71
SSMH
RIM = 28.58

UNABLE TO OPEN
SSMH
RIM = 28.80

UNABLE TO OPEN
SSMH
RIM = 34.06
8"? S = 21.26
8" E+W = 21.06
SD DI
RIM = 33.94
INV = 31.14
MH
RIM = 34.59

GREASE INTERCEPT
FL 4" SD PIPE
SSMH
RIM = 30.20
FL 4" S = 23.10
FL 8" N = 22.90
FL 8" N =22.70
FL 8 " W = 22.60
SSMH
RIM = 33.70
FL 12" E = 24.40
FL 12" S = 24.30
SSMH
RIM = 33.73
FL 8" S = 25.63
FL 8" W = 25.53
DI MH

SS DRAIN
RIM = 30.40
INV = 28.60
SD DI
RIM = 34.75
INV = 32.75
SD DI
RIM = 29.70
INV = 21.60
SD DI
RIM = 30.13
INV = 22.23
SD DI
RIM = 33.28
INV = 27.58
SD DI
RIM = 33.82
INV = 30.12

33.67 34.05 34.14

32.79 C
S
S
S
S
W
C
W
S
C
C
C
W
M W

BUILDING

BUILDING

PD BUILDING

PORTABLE PORTABLE

PORTABLE

BUILDING GARAGE
HC

HC HC HC HC HC HC HC
DWY

DWY DWY DWY DWY DWY DWY DWY DWY DWY

31.0 31.5

32.0 32.5

33.0 30.0

30.5 31.0

31.5 32.0

32.5 33.0

33.5 34.0

34.0 34.0

34.0 34.5

35.0 34.0

34.5 35.5

36.0 36.5

30.0 35.0

28.5 29.0

29.5 30.5

31.0 31.5

32.0 32.5

33.0 33.5

34.0 34.5

35.5 36.0

30.0 35.0

27.5 28.0

28.5 29.0

29.5 30.5

31.0 31.5

32.0 32.5

33.0 33.5

34.0 34.5

35.5 RAILROAD

29.73 30.56

30.24 30.71

30.28 30.69

31.62 32.12

33.15 33.22

32.45 31.78

31.06 31.68

32.44 33.09

33.13 32.29

31.57 30.54

30.07 31.35

32.22 33.14

33.06 32.42

31.38 30.07

30.69 31.32

32.46 33.28

33.07 32.28

31.37 30.92

31.52 33.06

32.05 31.39

31.68 32.24

32.83 32.16

31.67 31.03

31.22 31.82

31.96 32.67

33.32 32.77

30.40 35.17

35.09 35.10

35.56 35.11

35.10 35.64

34.82 34.98

34.91 34.32

34.78 34.92

34.16 34.04

34.78 33.70

33.60 33.10

35.73 35.77

35.66 35.02

35.48 35.48

35.01 35.03

35.10 35.34

35.49 35.38

35.11 35.16

35.24 34.70

35.05 35.16

35.12 34.45

34.48 34.43

33.91 34.06

33.54 33.10

33.73 33.82

33.74 32.60

32.44 31.97

32.22 32.59

32.72 32.63

31.84 32.31

31.70 31.29

31.95 31.90

31.44 31.17

31.58 31.81

35.39 35.28

35.35 35.42

35.72 36.07

35.66 35.67

36.00 35.58

35.93 35.94

36.29 36.12

36.20 36.54

36.46 36.70

36.87 36.81

36.86 36.70

36.74 31.30

30.80 31.06

31.51 31.08

30.97 31.38

31.48 30.92

30.80 31.26

30.52 30.7531.15

31.16 31.12

31.07 31.37

31.72 31.28

31.31 30.56

30.07 30.19

30.65 31.86

30.30 30.63

30.11 30.70

30.54 32.51

32.26 33.71

33.64 34.67

34.60 34.77

34.66 36.34

36.20 37.24

37.16 37.23

29.84 29.67

29.21 29.41

29.76 29.80

29.09 29.04

29.51 28.76

28.30 28.40

28.61 28.98

29.03 28.42

28.88 29.00

27.63 28.44

27.83 28.16

27.59 27.48

27.95 27.71

27.54 27.07

27.08 S
SS MH
RIM = 31.30
S

34.84 34.85 34.83

34.83 34.8334.83

34.86 Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C02-V141-TOPO-NORTH.dwg - V-141 2/02/2024 - 12:08PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

V-141

TOPOGRAPHIC &

UTILITY

SURVEY-NORTH,
1"=20' AMADOR STREET

YORK STREET
MATCHLINE - SEE SHEET V-142
NOTES:

HUDSON ALLEY

EXISTING PUBLIC WORKS

MAINTENANCE BUILDING

EXISTING

POLICE BUILDING

EXISTING

PAINT SHOP

EXISTING

PORTABLE

BUILDING

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION) DRAFT

27.29 27.29

26.87 26.75

27.23 26.42

25.94 26.13

26.42 26.38

26.37 25.84

25.88 25.70

25.62 25.58

25.42 24.92

24.95 25.57

25.70 24.66

24.44 24.96

24.20 23.69

23.83 24.73

25.01 24.90

24.21 24.16

24.81 24.66

24.12 24.02

23.49 23.53

24.10 24.23

24.12 23.52

23.44 23.90

24.68 24.18

24.36 25.43

24.94 25.00

25.43 24.38

23.93 24.30

24.36 23.65

24.08 24.10

23.85 23.69

23.40 23.34

22.83 22.92

22.43 21.90

22.69 22.03

22.51 22.55

22.41 22.09

22.43 22.74

22.12 22.10

22.58 22.47

22.54 22.39

21.66 21.62

22.08 22.03

22.35 22.49

22.09 22.37

22.27 22.78

22.98 22.52

22.58 22.58

22.36 22.51

22.68 23.15

23.00 22.60

22.66 23.23

23.44 22.96

22.59 22.65

22.98 23.18

23.32 22.79

22.48 22.56

22.68 23.02

22.92 23.34

23.83 23.61

23.54 23.11

23.29 23.92

23.73 23.25

23.33 23.23

23.14 22.92

23.52 23.56

23.46 23.60

24.3424.07

24.11 23.63

23.76 23.65

23.58 23.34

23.83 23.94

23.86 24.32

24.77 24.48

24.60 24.14

24.18 24.12

23.88 23.74

24.32 24.42

24.33 24.82

25.15 24.88

25.04 24.56

24.65 24.53

24.28 24.10

24.70 24.84

24.73 25.23

25.90 25.34

25.27 25.16

25.29 24.81

24.6824.44

24.96 25.24

25.12 25.62

25.80 25.90

25.66 25.16

25.25 25.06

24.88 24.80

24.96 25.12 25.04 25.54

25.62 25.03

24.96 25.02 24.93 25.40

25.53 25.03 24.98 24.97

25.50 25.03

25.04 25.10

25.30 25.34

25.28 25.16

25.13 25.18 25.16 25.66

25.74 24.90 24.83 25.34

25.49 25.39

25.92 25.48

25.81 25.30 25.17 25.64

26.28 25.69

26.26 26.05 26.16

26.48 26.46

25.56 26.06

26.17 34.14

34.14 34.15

34.18 34.21

34.09 33.79

34.19 32.73 33.22

32.84 32.39

31.30 31.27

31.90 32.08

32.28 31.76

31.05 30.58

29.77 30.27

33.98 34.14

34.03 34.15

32.94 27.80

27.67 27.56

27.21 28.62

29.05 29.48

28.75 28.36

28.63 29.19

28.71 28.67

29.17 26.28

28.64 29.20

28.76 28.73

29.20 28.77

28.68 29.35

29.34 29.23

28.74 28.69

28.78 28.84

29.31 29.43

28.98 28.92

28.71 28.34

28.28 28.42

28.51 28.51

28.60 28.31

27.89 27.75

28.33 28.73

28.39 28.11

28.10 28.19

28.34 29.11

28.68 29.82

29.37 26.67

25.97 25.33

26.85 27.10 25.70 27.91

28.37 25.99

27.32 27.62 26.61 29.20

27.13 27.91

28.20 27.46

27.81 28.53

30.45 26.38
8"? S = 21.26
8" E+W = 21.06

SS DRAIN
RIM = 30.40
INV = 28.60
SD DI
RIM = 24.67
INV = 22.47 SD DI
RIM = 24.63
INV = 22.83
SD DI
RIM = 22.52
INV = 18.02
SD DI
RIM = 23.30
INV = 21.30
SD DI
RIM = 29.63
INV = 21.53
SD DI
RIM = 29.70
INV = 21.60
SD DI
RIM = 30.13
INV = 22.23
SD DI
RIM = 33.28
INV = 27.58

33.67 34.05 34.14

32.79 C
S
S
S
W W
W
W

W W W W
W
W
C
C
D
D

BUILDING

BUILDING

PORTABLE PORTABLE

PORTABLE
HC
HC
HC
HC

HC HC HC DWY DWY DWY

DWY DWY

30.0 25.5

26.0 26.5

27.0 27.5

28.0 28.5

29.0 29.5

30.5 31.0

31.5 32.0

32.5 33.0

30.0 26.5

27.0 27.5

28.0 28.5

29.0 29.5

30.5 25.0

24.0 24.5

25.5 26.0

26.5 27.0

30.0 30.5

31.0 31.5

32.0 32.5

33.0 34.0

28.5 29.0

29.5 25.0

30.0 23.5

24.0 24.5

25.5 26.0

26.5 27.0

27.5 28.0

28.5 29.0

29.5 30.5

25.0 23.0

23.5 24.0

24.5 23.0

25.0 24.0

25.0 26.0 25.5

24.5 23.5
S
S
S

RAILROAD

23.88 24.40

24.82 25.28

25.55 26.08

26.32 26.73

26.37 25.88

25.48 26.69

26.04 25.09

27.31 26.47

27.59 26.86

28.00 27.25

29.20 28.43

27.61 28.66

28.22 27.55

26.98 27.28

26.78 25.85

25.89 25.12

24.17 23.96

28.14 28.75

29.48 29.96

30.30 30.55

29.81 28.92

28.57 27.01

28.34 27.74

29.24 29.73

30.56 30.24

30.71 30.28

29.99 31.08

30.75 30.27

31.06 30.50

29.93 29.10

28.26 27.17

26.12 27.50

27.81 28.58

29.36 30.71

31.19 31.66

31.50 31.35

31.07 30.07

29.34 28.38

27.22 27.20

28.88 28.39

29.87 30.63

30.16 30.79

31.09 31.36

31.22 31.52

30.80 31.32

30.61 30.81

29.1429.69

27.84 28.62

27.32 27.04

26.31 25.82 25.76

26.56 30.69

31.62 32.12

33.15 33.22

32.45 31.78

31.06 31.68

32.44 33.09

33.13 32.29

31.57 30.5430.07

31.35 32.22

33.14 33.06

32.42 31.38

30.07 30.69

31.32 32.46

33.28 33.07

32.28 31.37

30.92 31.52

33.06 32.05

31.39 31.68

32.24 32.83

32.16 31.67

31.03 31.22

31.82 31.96

32.67 33.32

32.77 30.40

30.56 30.07

30.19 30.65

30.30 30.63

30.11 30.70

30.54 29.84

29.67 29.21

29.41 29.76

29.80 29.09

29.04 29.51

28.76 28.30

28.40 28.61

28.98 29.03

28.42 28.88

29.00 27.63

28.44 27.83

28.16 27.59

27.48 27.95

27.71 27.54

27.07 27.08
SSMH
RIM = 26.07
10" N+S = 14.82
S
SS MH
RIM = 31.30
S 23.45

23.39 23.32

23.22 23.09

23.19 23.20
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C03-V142-TOPO-SOUTH.dwg - V-142 2/02/2024 - 2:39PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

V-142

TOPOGRAPHIC &

UTILITY

SURVEY-SOUTH,
1"=20'

MAINE STREET

SOLANO AVENUE AMADOR STREET
MATCHLINE - SEE SHEET V-141
NOTES:

EXISTING

BUILDING

EXISTING

PORTABLE

BUILDING

EXISTING

PORTABLE

BUILDING

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION) DRAFT
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C04-C100-NOTES.dwg - C-100 2/02/2024 - 1:57PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

C-100

CIVIL GENERAL

NOTES & SYMBOLS

GENERAL NOTES
” ” EARTHWORK AND PAVING
”

SANITARY SEWER
WATER

STORM DRAINAGE

CONCRETE CONSTRUCTION

EROSION CONTROL
·
·
·
·
·
·

GRADING AND DRAINAGE
LEGEND:

ABBREVIATIONS:
? ?
D
S
W
E
EC
C
SOURCES & REFERENCES:

DRAFT
S
S S
D
SSMH
RIM = 35.46
6" E+W = 31.71
SSMH
RIM = 28.58

UNABLE TO OPEN
SSMH
RIM = 28.80

UNABLE TO OPEN
SSMH
RIM = 34.06
8"? S = 21.26
8" E+W = 21.06
SD DI
RIM = 33.94
INV = 31.14
MH
RIM = 34.59

GREASE INTERCEPT
FL 4" SD PIPE
SSMH
RIM = 30.20
FL 4" S = 23.10
FL 8" N = 22.90
FL 8" N =22.70
FL 8 " W = 22.60
SSMH
RIM = 33.70
FL 12" E = 24.40
FL 12" S = 24.30
SSMH
RIM = 33.73
FL 8" S = 25.63
FL 8" W = 25.53
DI MH

SS DRAIN
RIM = 30.40
INV = 28.60
SD DI
RIM = 34.75
INV = 32.75
SD DI
RIM = 29.70
INV = 21.60
SD DI
RIM = 30.13
INV = 22.23
SD DI
RIM = 33.28
INV = 27.58
SD DI
RIM = 33.82
INV = 30.12
C
S
S
S
S
W
C
W
S
C
C
C
W
M W

BUILDING

BUILDING

PD BUILDING

PORTABLE PORTABLE

PORTABLE

BUILDING GARAGE
HC

HC HC HC HC HC HC HC
DWY

DWY DWY DWY DWY DWY DWY DWY DWY DWY

RAILROAD
S
SS MH
RIM = 31.30
S

34.84 34.85 34.83

34.83 34.8334.83

34.86 Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C06-C141-DEMO-NORTH.dwg - C-141 2/02/2024 - 12:19PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

C-141

CIVIL DEMOLITION

SITE PLAN-NORTH,
1"=20'
MATCHLINE - SEE SHEET C-142
DEMOLITION PLAN DOES NOT REFLECT PHASED CONSTRUCTION.

ALL DEMOLITION OF THE EXISTING POLICE DEPARTMENT BUILDING AND ITS

UTILITY AND COMMUNICATION SERVICES SHALL BE COORDINATED WITH THE VALLEJO POLICE DEPARTMENT PRIOR TO START OF WORK. AMADOR STREET

YORK STREET

HUDSON ALLEY

EXISTING PUBLIC WORKS

MAINTENANCE BUILDING

EXISTING

POLICE BUILDING

EXISTING

PAINT SHOP

EXISTING

PORTABLE

BUILDING

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION) CIVIL DEMOLITION KEYNOTE LEGEND: CIVIL DEMOLITION NOTES:
” ”
DRAFT
8"? S = 21.26
8" E+W = 21.06

SS DRAIN
RIM = 30.40
INV = 28.60
SD DI
RIM = 24.67
INV = 22.47 SD DI
RIM = 24.63
INV = 22.83
SD DI
RIM = 22.52
INV = 18.02
SD DI
RIM = 23.30
INV = 21.30
SD DI
RIM = 29.63
INV = 21.53
SD DI
RIM = 29.70
INV = 21.60
SD DI
RIM = 30.13
INV = 22.23
SD DI
RIM = 33.28
INV = 27.58
C
S
S
S

W W W W WW W W
W
W
C
C
D
D

BUILDING

BUILDING

PORTABLE PORTABLE

PORTABLE
HC
HC
HC
HC

HC HC HC DWY DWY DWY

DWY DWY
S
S
S

RAILROAD
SSMH
RIM = 26.07
10" N+S = 14.82
S
SS MH
RIM = 31.30
S

23.45 23.39

23.32 23.22

23.09 23.19

23.20 Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C07-C142-DEMO-SOUTH.dwg - C-142 2/02/2024 - 2:20PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

C-142

CIVIL DEMOLITION

SITE PLAN-SOUTH,
1"=20'
MATCHLINE - SEE SHEET C-141

EXISTING

BUILDING
DEMOLITION PLAN DOES NOT REFLECT PHASED CONSTRUCTION.

ALL DEMOLITION OF THE EXISTING POLICE DEPARTMENT BUILDING AND ALL

SITE UTILITY AND COMMUNICATION SERVICES SHALL BE COORDINATED WITH THE VALLEJO POLICE DEPARTMENT PRIOR TO START OF WORK.

MAINE STREET

SOLANO AVENUE AMADOR STREET

EXISTING

BUILDING

EXISTING

PORTABLE

BUILDING

EXISTING

PORTABLE

BUILDING

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION) DRAFT

27.29 27.29

26.87 26.75

27.23 35.06

34.66 34.83

34.96 34.91

35.71 35.99

35.40 35.52 35.55 35.56

35.59 35.5635.57

35.5335.59

35.60 35.62

35.60 35.59

35.23 36.10

35.47 34.90

34.83 34.76

34.71 34.77

34.86 35.0635.09

35.16 35.05

35.0334.93

34.91 35.05

34.74 34.93

34.40 34.42

34.82 34.91

34.89 34.57

34.51 33.82

34.18 34.86

34.58 34.65 34.75 34.73

34.73 34.60

34.36 34.38

34.35 34.38

34.46 34.14

34.1434.15

34.18 34.21

34.09 33.79

34.19 33.69 33.81 34.01 34.01

33.82 33.58

33.28 33.46

33.78 33.94

33.92 33.76

33.49 33.30

34.10 34.15

34.16 34.19

34.18 34.23

34.27 34.34

34.31 34.21

34.05 33.96 33.86

34.87 34.88

33.77 33.42

33.13 32.73 33.22

33.48 32.84

32.39 31.30 31.27

31.90 32.08

32.28 31.76

31.05 30.58

29.77 30.27

34.75 34.92

34.93 34.90

34.50 34.54

34.45 34.44

34.24 34.04

33.86 33.45

33.90 34.62

34.81 34.61

34.91 34.83

34.66 34.47 34.82 34.60 34.62

34.64 34.67

34.64 34.59

34.6634.66

33.98 34.14

34.03 34.15

33.86 32.94

27.80 27.67

27.56 27.21

28.62 29.05

29.48 28.75

28.36 28.63

29.19 28.71

28.67 29.17

26.28 28.64

29.20 28.76

28.73 29.20

28.77 28.68

29.35 29.34

29.23 28.74

28.69 28.78

28.84 29.31

29.43 28.98

28.92 28.71

28.34 28.28

28.42 28.5128.51

28.60 28.31

27.89 27.75

28.33 28.73

28.39 28.11

28.10 28.19

28.34 29.11

28.68 29.53

29.89 30.51

31.91 32.82

33.27 32.05

30.57 31.33

30.18 29.73

29.46 29.82

30.02 33.43

32.20 31.42

30.82 30.52

30.63 30.18

30.43 30.49

30.92 30.52

30.58 31.15

31.06 31.74

31.55 31.05

31.06 33.04

33.00 32.49

32.45 34.61

34.65 35.16

35.04 34.46

33.93 36.15

36.71 36.38

36.28 35.90

35.76 35.9235.7735.4735.14

35.65 35.31

34.95 36.37

35.05 35.54

35.27 37.03

35.71 36.86

35.73 35.72

34.12 33.73

29.37 27.13 27.91

28.20 27.46

27.81 28.53

28.81 28.73

29.12 29.19

29.22 29.61

29.39 29.96

29.91 30.34

30.72 30.35

30.50 31.09

36.84 36.77

36.94 36.77

36.85 36.68

36.87 36.61

35.55 36.49 36.50 36.42

35.71 36.40

35.17 35.88 35.41 36.37

36.13 36.30

26.38 30.75

30.45 30.43
S
S S
D
SSMH
RIM = 35.46
6" E+W = 31.71
SSMH
RIM = 28.58

UNABLE TO OPEN
SSMH
RIM = 28.80

UNABLE TO OPEN
SSMH
RIM = 34.06
8"? S = 21.26
8" E+W = 21.06
SD DI
RIM = 33.94
INV = 31.14
MH
RIM = 34.59

GREASE INTERCEPT
FL 4" SD PIPE
SSMH
RIM = 30.20
FL 4" S = 23.10
FL 8" N = 22.90
FL 8" N =22.70
FL 8 " W = 22.60
SSMH
RIM = 33.70
FL 12" E = 24.40
FL 12" S = 24.30
SSMH
RIM = 33.73
FL 8" S = 25.63
FL 8" W = 25.53
DI MH

SS DRAIN
RIM = 30.40
INV = 28.60
SD DI
RIM = 34.75
INV = 32.75
SD DI
RIM = 29.70
INV = 21.60
SD DI
RIM = 30.13
INV = 22.23
SD DI
RIM = 33.28
INV = 27.58
SD DI
RIM = 33.82
INV = 30.12

33.67 34.05 34.14

32.79 C
S
S
S
S
W
C
W
S
C
C
C
W
M W

BUILDING

BUILDING

PD BUILDING

PORTABLE PORTABLE

PORTABLE

BUILDING GARAGE
HC

HC HC HC HC HC HC HC
DWY

DWY DWY DWY DWY DWY DWY DWY DWY DWY

31.0 31.5

32.0 32.5

33.0 30.0

30.5 31.0

31.5 32.0

32.5 33.0

33.5 34.0

34.0 34.0

34.0 34.5

35.0 34.0

34.5 35.5

36.0 36.5

30.0 35.0

28.5 29.0

29.5 30.5

31.0 31.5

32.0 32.5

33.0 33.5

34.0 34.5

35.5 36.0

30.0 35.0

27.5 28.0

28.5 29.0

29.5 30.5

31.0 31.5

32.0 32.5

33.0 33.5

34.0 34.5

35.5 RAILROAD

29.73 30.56

30.24 30.71

30.28 30.69

31.62 32.12

33.15 33.22

32.45 31.78

31.06 31.68

32.44 33.09

33.13 32.29

31.57 30.54

30.07 31.35

32.22 33.14

33.06 32.42

31.38 30.07

30.69 31.32

32.46 33.28

33.07 32.28

31.37 30.92

31.52 33.06

32.05 31.39

31.68 32.24

32.83 32.16

31.67 31.03

31.22 31.82

31.96 32.67

33.32 32.77

30.40 35.17

35.09 35.10

35.56 35.11

35.10 35.64

34.82 34.98

34.91 34.32

34.78 34.92

34.16 34.04

34.78 33.70

33.60 33.10

35.73 35.77

35.66 35.02

35.48 35.48

35.01 35.03

35.10 35.34

35.49 35.38

35.11 35.16

35.24 34.70

35.05 35.16

35.12 34.45

34.48 34.43

33.91 34.06

33.54 33.10

33.73 33.82

33.74 32.60

32.44 31.97

32.22 32.59

32.72 32.63

31.84 32.31

31.70 31.29

31.95 31.90

31.44 31.17

31.58 31.81

35.39 35.28

35.35 35.42

35.72 36.07

35.66 35.67

36.00 35.58

35.93 35.94

36.29 36.12

36.20 36.54

36.46 36.70

36.87 36.81

36.86 36.70

36.74 31.30

30.80 31.06

31.51 31.08

30.97 31.38

31.48 30.92

30.80 31.26

30.52 30.7531.15

31.16 31.12

31.07 31.37

31.72 31.28

31.31 30.56

30.07 30.19

30.65 31.86

30.30 30.63

30.11 30.70

30.54 32.51

32.26 33.71

33.64 34.67

34.60 34.77

34.66 36.34

36.20 37.24

37.16 37.23

29.84 29.67

29.21 29.41

29.76 29.80

29.09 29.04

29.51 28.76

28.30 28.40

28.61 28.98

29.03 28.42

28.88 29.00

27.63 28.44

27.83 28.16

27.59 27.48

27.95 27.71

27.54 27.07

27.08 S
SS MH
RIM = 31.30
S

34.84 34.85 34.83

34.83 34.8334.83

34.86 10
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV (E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C08-C241-GRAD_PAVE-NORTH.dwg - C-241 2/02/2024 - 2:15PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

C-241

CIVIL GRADING &

PAVING SITE
PLAN-NORTH, 1"=20'
MATCHLINE - SEE SHEET C-242

GRADING AND PAVING PLAN
DOES NOT REFLECT PHASED CONSTRUCTION. AMADOR STREET

YORK STREET

HUDSON ALLEY

EXISTING PUBLIC WORKS

MAINTENANCE BUILDING

PROPOSED POLICE

SERVICES BUILDING

EXISTING

PAINT SHOP

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION) CIVIL GRADING AND PAVING KEYNOTE LEGEND: CIVIL GRADING AND PAVING NOTES:
”
PROPOSED K-9 CANOPY BUILDING
CIVIL GRADING AND PAVING HATCH LEGEND:

CIVIL STORM DRAIN KEYNOTE LEGEND:

DRAFT

27.29 27.29

26.87 26.75

27.23 26.42

25.94 26.13

26.42 26.38

26.37 25.84

25.88 25.70

25.62 25.58

25.42 24.92

24.95 25.57

25.70 24.66

24.44 24.96

24.20 23.69

23.83 24.73

25.01 24.90

24.21 24.16

24.81 24.66

24.12 24.02

23.49 23.53

24.10 24.23

24.12 23.52

23.44 23.90

24.68 24.18

24.36 25.43

24.94 25.00

25.43 24.38

23.93 24.30

24.36 23.65

24.08 24.10

23.85 23.69

23.40 23.34

22.83 22.92

22.43 21.90

22.69 22.03

22.51 22.55

22.41 22.74

22.12 22.10

22.58 22.47

22.54 22.39

21.66 21.62

22.08 22.03

22.35 22.49

22.09 22.37

22.27 22.78

22.98 22.52

22.58 22.58

22.36 22.51

22.68 23.15

23.00 22.60

22.66 23.23

23.44 22.96

22.59 22.65

22.98 23.18

23.32 22.79

22.48 22.56

22.68 23.02

22.92 23.34

23.83 23.61

23.54 23.11

23.29 23.92

23.73 23.25

23.33 23.23

23.14 22.92

23.52 23.56

23.46 23.60

24.34 24.07

24.11 23.63

23.76 23.65

23.58 23.34

23.83 23.94

23.86 24.32

24.77 24.48

24.60 24.14

24.18 24.12

23.88 23.74

24.32 24.42

24.33 24.82

25.15 24.88

25.04 24.56

24.65 24.53

24.28 24.10

24.70 24.84

24.73 25.23

25.90 25.34

25.27 25.16

25.29 24.81

24.6824.44

24.96 25.24

25.12 25.62

25.80 25.90

25.66 25.16

25.25 25.06

24.88 24.80

24.96 25.12 25.04 25.54

25.62 25.03

24.96 25.02 24.93 25.40

25.53 25.03 24.98 24.97

25.50 25.03

25.04 25.10

25.30 25.34

25.28 25.16

25.13 25.18 25.16 25.66

25.74 24.90 24.83 25.34

25.49 25.39

25.92 25.48

25.81 25.30 25.17 25.64

26.28 25.69

26.26 26.05 26.16

26.48 26.46

25.56 26.06

26.17 34.14

34.14 34.15

34.18 34.21

34.09 33.79

34.19 32.73 33.22

32.84 32.39

31.30 31.27

31.90 32.08

32.28 31.76

31.05 30.58

29.77 30.27

33.98 34.14

34.03 34.15

32.94 27.80

27.67 27.56

27.21 28.62

29.05 29.48

28.75 28.36

28.63 29.19

28.71 28.67

29.17 26.28

28.64 29.20

28.76 28.73

29.20 28.77

28.68 29.35

29.34 29.23

28.74 28.69

28.78 28.84

29.31 29.43

28.98 28.92

28.71 28.34

28.28 28.42

28.5128.51

28.60 28.31

27.89 27.75

28.33 28.73

28.39 28.11

28.10 28.19

28.34 29.11

28.68 29.82

29.37 26.67

25.97 25.33

26.85 27.10 25.70 27.91

28.37 25.99

27.32 27.62 26.61 29.20

27.13 27.91

28.20 27.46

27.81 28.53

30.45 26.38
8"? S = 21.26
8" E+W = 21.06

SS DRAIN
RIM = 30.40
INV = 28.60
SD DI
RIM = 24.67
INV = 22.47 SD DI
RIM = 24.63
INV = 22.83
SD DI
RIM = 22.52
INV = 18.02
SD DI
RIM = 23.30
INV = 21.30
SD DI
RIM = 29.63
INV = 21.53
SD DI
RIM = 29.70
INV = 21.60
SD DI
RIM = 30.13
INV = 22.23
SD DI
RIM = 33.28
INV = 27.58

33.67 34.05 34.14

32.79 C
S
S
S

W W W W WW W W
W
W
C
C
D
D

BUILDING

BUILDING

PORTABLE PORTABLE

PORTABLE
HC
HC
HC
HC

HC HC HC DWY DWY DWY

DWY DWY

30.0 25.5

26.0 26.5

27.0 27.5

28.0 28.5

29.0 29.5

30.5 31.0

31.5 32.0

32.5 33.0

30.0 26.5

27.0 27.5

28.0 28.5

29.0 29.5

30.5 25.0

24.0 24.5

25.5 26.0

26.5 27.0

30.0 30.5

31.0 31.5

32.0 32.5

33.0 34.0

28.5 29.0

29.5 25.0

30.0 23.5

24.0 24.5

25.5 26.0

26.5 27.0

27.5 28.0

28.5 29.0

29.5 30.5

25.0 23.0

23.5 24.0

24.5 23.0

25.0 24.0

25.0 26.0 25.5

24.5 23.5
S
S
S

RAILROAD

23.88 24.40

24.82 25.28

25.55 26.08

26.32 26.73

26.37 25.88

25.48 26.69

26.04 25.09

27.31 26.47

27.59 26.86

28.00 27.25

29.20 28.43

27.61 28.66

28.22 27.55

26.98 27.28

26.78 25.85

25.89 25.12

24.17 23.96

28.14 28.75

29.48 29.96

30.30 30.55

29.81 28.92

28.57 27.01

28.34 27.74

29.24 29.73

30.56 30.24

30.71 30.28

29.99 31.08

30.75 30.27

31.06 30.50

29.93 29.10

28.26 27.17

26.12 27.50

27.81 28.58

29.36 30.71

31.19 31.66

31.50 31.35

31.07 30.07

29.34 28.38

27.22 27.20

28.88 28.39

29.87 30.63

30.16 30.79

31.09 31.36

31.22 31.52

30.80 31.32

30.61 30.81

29.1429.69

27.84 28.62

27.32 27.04

26.31 25.82 25.76

26.56 30.69

31.62 32.12

33.15 33.22

32.45 31.78

31.06 31.68

32.44 33.09

33.13 32.29

31.57 30.5430.07

31.35 32.22

33.14 33.06

32.42 31.38

30.07 30.69

31.32 32.46

33.28 33.07

32.28 31.37

30.92 31.52

33.06 32.05

31.39 31.68

32.24 32.83

32.16 31.67

31.03 31.22

31.82 31.96

32.67 33.32

32.77 30.40

30.56 30.07

30.19 30.65

30.30 30.63

30.11 30.70

30.54 29.84

29.67 29.21

29.41 29.76

29.80 29.09

29.04 29.51

28.76 28.30

28.40 28.61

28.98 29.03

28.42 28.88

29.00 27.63

28.44 27.83

28.16 27.59

27.48 27.95

27.71 27.54

27.07 27.08
SSMH
RIM = 26.07
10" N+S = 14.82
S
SS MH
RIM = 31.30
S

23.45 23.39

23.32 23.22

23.09 23.19

23.20 10
2 9
VAN

ACCESSIBLE CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV VAN

ACCESSIBLE CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C09-C242-GRAD_PAVE-SOUTH.dwg - C-242 2/02/2024 - 5:52PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

C-242

CIVIL GRADING &

PAVING SITE
PLAN-SOUTH, 1"=20'

MAINE STREET AMADOR STREET
MATCHLINE - SEE SHEET C-241

SOLANO AVENUE

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION)

GRADING AND PAVING PLAN
DOES NOT REFLECT PHASED CONSTRUCTION.

PROPOSED COMMUNITY

SAFETY CENTER
DRAFT
S
S S
D
SSMH
RIM = 35.46
6" E+W = 31.71
SSMH
RIM = 28.58

UNABLE TO OPEN
SSMH
RIM = 28.80

UNABLE TO OPEN
SSMH
RIM = 34.06
8"? S = 21.26
8" E+W = 21.06
SD DI
RIM = 33.94
INV = 31.14
MH
RIM = 34.59

GREASE INTERCEPT
FL 4" SD PIPE
SSMH
RIM = 30.20
FL 4" S = 23.10
FL 8" N = 22.90
FL 8" N =22.70
FL 8 " W = 22.60
SSMH
RIM = 33.70
FL 12" E = 24.40
FL 12" S = 24.30
SSMH
RIM = 33.73
FL 8" S = 25.63
FL 8" W = 25.53
DI MH

SS DRAIN
RIM = 30.40
INV = 28.60
SD DI
RIM = 34.75
INV = 32.75
SD DI
RIM = 29.70
INV = 21.60
SD DI
RIM = 30.13
INV = 22.23
SD DI
RIM = 33.28
INV = 27.58
SD DI
RIM = 33.82
INV = 30.12
C
S
S
S
S
W
C
W
S
C
C
C
W
M W

BUILDING

BUILDING

PD BUILDING

PORTABLE PORTABLE

PORTABLE

BUILDING GARAGE
HC

HC HC HC HC HC HC HC
DWY

DWY DWY DWY DWY DWY DWY DWY DWY DWY

RAILROAD
S
SS MH
RIM = 31.30
S

34.84 34.85 34.83

34.83 34.8334.83

34.86 10
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV (E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
(E) CLEAN AIR/ CARPOOL/ EV
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C10-C341-UTIL-NORTH.dwg - C-341 2/02/2024 - 1:36PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

C-341

CIVIL UTILITY SITE
PLAN-NORTH, 1"=20'
MATCHLINE - SEE SHEET C-342

CIVIL UTILITY PLAN
DOES NOT REFLECT PHASED CONSTRUCTION. AMADOR STREET

YORK STREET

HUDSON ALLEY

EXISTING PUBLIC WORKS

MAINTENANCE BUILDING

PROPOSED POLICE

SERVICES BUILDING

EXISTING

PAINT SHOP

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION) CIVIL UTILITY KEYNOTE LEGEND:

PROPOSED K-9 CANOPY BUILDING
DOMESTIC WATER KEYNOTE LEGEND:

FIRE WATER KEYNOTE LEGEND:

IRRIGATION WATER KEYNOTE LEGEND:

SEWER KEYNOTE LEGEND:

DRAFT
8"? S = 21.26
8" E+W = 21.06

SS DRAIN
RIM = 30.40
INV = 28.60
SD DI
RIM = 24.67
INV = 22.47 SD DI
RIM = 24.63
INV = 22.83
SD DI
RIM = 22.52
INV = 18.02
SD DI
RIM = 23.30
INV = 21.30
SD DI
RIM = 29.63
INV = 21.53
SD DI
RIM = 29.70
INV = 21.60
SD DI
RIM = 30.13
INV = 22.23
SD DI
RIM = 33.28
INV = 27.58
C
S
S
S

W W W W WW W W
W
W
C
C
D
D

BUILDING

BUILDING

PORTABLE PORTABLE

PORTABLE
HC
HC
HC
HC

HC HC HC DWY DWY DWY

DWY DWY
S
S
S

RAILROAD
SSMH
RIM = 26.07
10" N+S = 14.82
S
SS MH
RIM = 31.30
S

23.45 23.39

23.32 23.22

23.09 23.19

23.20 10
2 9
VAN

ACCESSIBLE CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV VAN

ACCESSIBLE CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Schematic Backgrounds
S:\Projects\1800\1825 Vallejo Police Headquarters\AutoCAD\1825-01-01 SD\SHEETS\1825-01-C11-C342-UTIL-SOUTH.dwg - C-342 2/02/2024 - 2:29PM Plotted by: KristinR Project Planning Civil Engineering Landscape Architecture 2940 Spaford Street, Suite 200 Davis, CA 95618
(530) 758-2026
2120 20th Street, Suite Three
Sacramento, CA 95818
(916) 455-2026
Sacramento Office Davis Office
CECWEST.COM
SG
KR
KR

PRELIMINARY
IA
OR
CALIF
N

OF ETATS
No. C50880
CIVIL
J. GREE
VETS
R
EEIN
GNE
AL

SION OFES

PR DERETIS
GER
E NFIE
N
DL
DATE SIGNED:

THESE DRAWINGS ARE NOT

CONSIDERED FINAL UNTIL THE

ENGINEER'S SEAL BELOW HAS
BEEN SIGNED AND DATED.

C-342

CIVIL UTILITY SITE
PLAN-SOUTH, 1"=20'

MAINE STREET AMADOR STREET
MATCHLINE - SEE SHEET C-341

SOLANO AVENUE

CALIFORNIA NORTHERN RAILWAY (CARQUINEZ BAY TO NAPA JUNCTION)

CIVIL UTILITY PLAN
DOES NOT REFLECT PHASED CONSTRUCTION.

PROPOSED COMMUNITY

SAFETY CENTER
DRAFT
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Checked By
Building :

Schematic Backgrounds
ZC
EG
Stamp
L-001

LANDSCAPE

NOTES AND

LEGENDS

VALLEJO, CALIFORNIA

VALLEJO COMMUNITY SAFETY CENTER
DRAFT
F
W D
F F F
K9
CANOPY

BUILDING

POLICE SERVICES BUILDING

MAINE ST AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL
SALLY
PORT

COMMUNITY SAFETY CENTER
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV (E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV (E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV
VAN

ACCESSIBLE CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Checked By
Building :

Schematic Backgrounds
ZC
EG
Stamp
L-101

CONCEPTUAL

LANDSCAPE
PLAN
0 0" 1
2" 1" 2" SCALE
15' 30' 60'
1 3
2 3

PARKING LOT SHADE TREES
2 1

STORMWATER PLANTING

PUBLIC PLAZA WITH ACCENT PAVING

AND SEATING ELEMENTS
4 EVERGREEN SCREEN TREE ALONG

WESTERN PROJECT EDGE
5 6

ANTENNA

TREES WITH FALL COLOR ALONG

BUILDING FRONTAGE
5 4
6 F
W D
F F F
K9
CANOPY

BUILDING

POLICE SERVICES BUILDING

MAINE ST AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL
SALLY
PORT

COMMUNITY SAFETY CENTER
VAN

ACCESSIBLE
VAN

ACCESSIBLE

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV

CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV CARPOOL/ CLEAN AIR/ EV (E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV (E) CLEAN AIR/ CARPOOL/ EV(E) CLEAN AIR/ CARPOOL/ EV
VAN

ACCESSIBLE CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV CLEAN AIR/ CARPOOL/ EV Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Checked By
Building :

Schematic Backgrounds
ZC
EG
Stamp
L-101

CONCEPTUAL

LANDSCAPE
PLAN
0 0" 1
2" 1" 2" SCALE
15' 30' 60'
1 3
2 3

PARKING LOT SHADE TREES
2 1

STORMWATER PLANTING

PUBLIC PLAZA WITH ACCENT PAVING

AND SEATING ELEMENTS
4 EVERGREEN SCREEN TREE ALONG

WESTERN PROJECT EDGE
5 6

ANTENNA

TREES WITH FALL COLOR ALONG

BUILDING FRONTAGE
5 4
6 DRAFT

CLEAN AIR/

CARPOOL/

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Checked By
Building :

Schematic Backgrounds
ZC
EG
Stamp
0 0" 1
2" 1" 2" SCALE
5' 10' 20' L-102
PLAZA

ENLARGEMENT
1 3
2 9
1 2
3 FLAG POLE PLAZA
STAIRS
RAMP
6 8
7 5
4 1
10 4 PROJECT SIGN WALL
5 6
7 CONCRETE SEAT WALL

PRECAST SEATPADS

PRECAST PICNIC TABLE
8 EVERGREEN TREES IN TREE GRATES
9 10

INTERLOCKING PAVERS

CONCRETE BANDING
11 ACCENT TREES AT ENTRY
11 CLEAN AIR/

CARPOOL/

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
VAN

ACCESSIBLE

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV

CLEAN AIR/

CARPOOL/
EV
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Nu
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENT
111 AMADOR STRE
VALLEJO CA 945
Project Engineer
Drafted By
Checked By
Building :

Schematic Backgro
ZC
EG
Stamp
0 0" 1
2" 1" 2" SCALE
5' 10' 20' L-102
PLAZA

ENLARGEMEN
1 3
2 9
1 2
3 FLAG POLE PLAZA
STAIRS
RAMP
6 8
7 5
4 1
10 4 PROJECT SIGN WALL
5 6
7 CONCRETE SEAT WALL

PRECAST SEATPADS

PRECAST PICNIC TABLE
8 EVERGREEN TREES IN TREE GRATES
9 10

INTERLOCKING PAVERS

CONCRETE BANDING
11 ACCENT TREES AT ENTRY
11 DRAFT
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Checked By
Building :

Schematic Backgrounds
ZC
EG
Stamp
L-201

LANDSCAPE

MATERIALS

PALETTE
®
™
DRAFT
Architect
Consultant
File Date
Engineer of Record
Sheet Title
Sheet Number
Project Number
20273
Issue:

Project
02/02/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Engineer
Drafted By
Checked By
Building :

Schematic Backgrounds
ZC
EG
Stamp
L-301

LANDSCAPE

DETAILS
1 2
3 4
5 6
7 36" MAX
1"
8 9
DRAFT
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S1-001

STRUCTURAL

GENERAL NOTES &

SYMBOLS

1. REFER TO THE TYPICAL DETAIL SHEETS FOR TYPICAL DETAILS OF CONSTRUCTION. TYPICAL

DETAILS APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR SHOWN OTHERWISE. WHERE CONDITIONS REQUIRE MODIFICATIONS OF A TYPICAL DETAIL, THE

CONTRACTOR SHALL SUBMIT MODIFIED DETAIL FOR APPROVAL BY THE SEOR PRIOR TO FABRICATION AND INSTALLATION. DETAILS OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS THOSE SHOWN FOR SIMILAR CONSTRUCTION.

2. CONTRACTOR SHALL CONSIDER THE PROJECT SPECIFICATIONS AS PART OF THE CONTRACT DOCUMENTS. WHERE INFORMATION IS CONFLICTING, SPECIFIC DETAILS SHALL GOVERN

OVER TYPICAL DETAILS WHICH SHALL GOVERN OVER GENERAL NOTES WHICH SHALL GOVERN OVER SPECIFICATIONS.

3. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ARCHITECT OF RECORD OR SEOR. ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. DIMENSIONS ARE TO THE FACE OF STUDS, AND TO THE CENTERLINE OF COLUMNS UNO.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE SEOR OF ANY

CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND OTHER DRAWINGS, OR EXISTING

CONDITIONS NOT SHOWN OR DIFFERENT FROM THOSE SHOWN ON DRAWINGS, PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOT ORDER MATERIAL OR

CONSTRUCT ANY PORTION OF THE SCOPE THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES.

5. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.

UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION. THE

CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE CONSTRUCTION AND ALL ADJACENT PROPERTIES DURING CONSTRUCTION. SUCH

MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR SEOR SHALL NOT INCLUDE OBSERVATION OF THE ABOVE ITEMS.

6. SUBSTITUTION REQUESTS FOR MATERIALS AND PRODUCTS SPECIFIED ON THE STRUCTURAL

DRAWINGS MAY BE CONSIDERED WITH MATERIALS AND PRODUCTS HAVING EQUIVALENT OR GREATER CAPACITY AND PERFORMANCE. CURRENT EVALUATION REPORTS AND PRODUCT

INFORMATION SHALL BE PROVIDED TO THE SEOR DEMONSTRATING THE REQUIRED CAPACITY AND PERFORMANCE OF THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL

FROM THE SEOR SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL OR PRODUCT SPECIFIED IN THE CONSTRUCTION DOCUMENTS.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL OSHA REQUIREMENTS AND JURISDICTIONAL REQUIREMENTS AS THEY APPLY TO THIS PROJECT. THE ARCHITECT, SEOR,

AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.

8. ALL WORK IS NEW (N) UNLESS INDICATED AS EXISTING (E).

9. CONSTRUCTION MATERIALS SHALL BE DISTRIBUTED WHEN PLACED ON THE STRUCTURE

SUCH THAT LOADS DO NOT EXCEED DESIGN LIVE LOADS OR RESULT IN AN UNBALANCED CONDITION.

10. SHOP DRAWINGS AND SUBMITTALS SHALL BE SUBMITTED ELECTRONICALLY TO THE SEOR FOR REVIEW PRIOR TO FABRICATION (ALLOW FOR A REVIEW DURATION OF 10 BUSINESS DAYS). REFER TO THE PROJECT SPECIFICATIONS FOR MORE INFORMATION. REVIEW OF

SHOP DRAWINGS AND SUBMITTALS BY THE SEOR IS FOR GENERAL CONFORMANCE TO THE CONTRACT DOCUMENTS. REPRODUCTION OF STRUCTURAL PLANS AND DETAILS FOR SHOP DRAWINGS IS PROHIBITED. SUBCONTRACTOR/FABRICATOR IS TO PROVIDE INDEPENDENTLY CREATED DRAWINGS BASED ON THE STRUCTURAL PLANS AND DETAILS. SHOP DRAWINGS THAT ARE REPRODUCTIONS OF STRUCTURAL DRAWINGS WILL NOT BE REVIEWED. THE

CONTRACTOR WILL REMAIN RESPONSIBLE FOR ALL ERRORS OF DETAILING AND

FABRICATION, AND FOR CORRECT FITTING OF ALL STRUCTURAL MEMBERS, INCLUDING COORDINATION WITH OTHER TRADES. SHOP DRAWINGS AND SUBMITTALS DO NOT CONSTITUTE CHANGE ORDERS. ANY PROPOSED CHANGES TO THE STRUCTURAL

DOCUMENTS MUST BE SUBMITTED IN WRITING AS A REQUEST FOR SUBSTITUTION TO THE ARCHITECT AND SEOR FOR APPROVAL.

11. CORE DRILLS SHALL NOT CUT ANY REINFORCING. THE CONTRACTOR IS TO COORDINATE WORK OF ALL TRADES TO ENSURE COMPLIANCE. ALL CORE DRILLS ARE TO BE PRESENTED TO THE INSPECTOR OF RECORD (IOR) FOR VERIFICATION. THE IOR IS TO DOCUMENT CORES EXAMINED INDICATING AN ABSENCE OF REINFORCING.

12. STRUCTURAL JOINT DIMENSIONS SHOWN ON PLANS (EXPANSION, SEISMIC, SEPARATION, ETC) (WHERE OCCURS) INDICATE THE MINIMUM CLEAR DISTANCE REQUIRED. SEE PLANS, DETAILS, AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.

GENERAL
010000-0000

1. CODES:

ALL NEW WORK SHALL BE IN CONFORMANCE WITH THE CALIFORNIA BUILDING CODE (CBC) 2022 EDITION (TITLE 24, PART 2), INCLUDING ALL AMENDMENTS. ALL STANDARDS

USED SHALL BE THE LATEST VERSION APPROVED BY THE CODE ENFORCEMENT

AGENCY ON THE DATE OF THE PERMIT ISSUANCE UNLESS SPECIFICALLY NOTED OTHERWISE. THE PURPOSE OF THIS CODE IS TO, IN PART, ESTABLISH THE MINIMUM

REQUIREMENTS TO SAFEGUARD THE PUBLIC HEALTH, SAFETY AND GENERAL WELFARE THROUGH STRUCTURAL STRENGTH AND STABILITY. STRUCTURES DESIGNED IN

ACCORDANCE WITH THE CODE ARE LIKELY TO HAVE A LOW PROBABILITY OF COLLAPSE

BUT MAY SUFFER SERIOUS STRUCTURAL AND NON-STRUCTURAL DAMAGE IF SUBJECTED TO THE DESIGN EARTHQUAKE.

STRUCTURAL DESIGN CRITERIA
010000-0001

AB ANCHOR BOLT

ABV ABOVE

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ARCH ARCHITECT(URAL)

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLW BELOW

BM BEAM

BN BOUNDARY NAILING
B.O. BOTTOM OF

BOTT BOTTOM

BRB BUCKLING-RESTRAINED BRACE

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

C CAMBER

CG CENTER OF GRAVITY

CIP CAST IN PLACE

CJ CONTROL/CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CSK COUNTERSINK, COUNTERSUNK

CTR(D) CENTER(ED)

DB, DB BAR DIAMETER OR BOLT DIAMETER

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DF DOUGLAS FIR-LARCH
DIA , Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DO DITTO

DWG DRAWING
(E) EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EMBED EMBEDMENT

ELEC ELECTRICAL

ELEV ELEVATION OR ELEVATOR

EN EDGE NAILING
E.O. EDGE OF

EOD EDGE OF DECK

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE OR EDGE SCREW

EW EACH WAY

EXP EXPANSION

EXT EXTERIOR

FIN FINISH

FLG FLANGE

FLR FLOOR

FN FIELD NAILING

FND FOUNDATION
F.O. FACE OF

FS FAR SIDE OR FIELD SCREW

FRMG FRAMING

FRP FIBER REINFORCED POLYMER

FT FOOT OR FEET

FTG FOOTING
Fy YIELD STRESS

GA GAGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

GLB GLUED-LAMINATED BEAM

HAB HEADED ANCHOR BOLT

HD HOLDOWN

HDG HOT-DIPPED GALVANIZED

HDR HEADER

HGR HANGER

HK HOOK

HORIZ HORIZONTAL

HP HIGH POINT

HS HIGH-STRENGTH

HSB HIGH-STRENGTH BOLT

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

ID INSIDE DIAMETER
I.F. INSIDE FACE

ABBREVIATIONS AND LEGEND
010000-0002

IN INCH

INT INTERIOR

IOR INSPECTOR OF RECORD

JST JOIST

JT JOINT

KLF KIPS PER LINEAR FOOT

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

L ANGLE

LD DEVELOPMENT LENGTH

LDH HOOK DEVELOPMENT LENGTH

LFRS LATERAL FORCE RESISTING
SYSTEM

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

LS LAP SPLICE

LWC LIGHTWEIGHT CONCRETE

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MTL METAL
(N) NEW

NA NEUTRAL AXIS

NS NEAR SIDE OR NON-SHRINK

NTS NOT TO SCALE

NWC NORMALWEIGHT CONCRETE

OC ON CENTER

OD OUTSIDE DIAMETER
O.F. OUTSIDE FACE

OH OPPOSITE HAND

OPNG OPENING

PDF POWDER/POWER DRIVEN

FASTENER

PJ PANEL JOINT

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLC(S) PLACE(S)

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED OR

POST TENSION

QTY QUANTITY

RAD, R RADIUS

REF REFERENCE

REINF REINFORCING

REQD REQUIRED
(S) "SIMPSON" STRONG TIE CO. OR
"USP" W/ EQUIVALENT THIRD PARTY

EVALUATION VALUES

SB SILL BOLT

SC SAW CUT OR SLIP-CRITICAL

SCHED SCHEDULE

SEOR STRUCTURAL ENGINEER OF
RECORD

SHTG SHEATHING

SIM SIMILAR

SMS SHEET METAL SCREW

SN SILL NAIL

SOG SLAB ON GRADE

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STGRD STAGGERED

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

T&B TOP & BOTTOM

T&G TONGUE AND GROOVE

THK THICK

THRD THREADED
T.O. TOP OF

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WF, W WIDE FLANGE

WHS WELDED HEADED STUD

WLD WELDED

WO WHERE OCCURS

WP WORK POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

REFERENCE OF SECTIONS, DETAILS & SYMBOLS
010000-0004

DETAIL REFERENCE
SHOWN THUS *:

BUILDING SECTION INDICATION
SHOWN THUS:

ELEVATION INDICATION
SHOWN THUS:
2 S5.01 **
2 S5.01 **
2 S5.01 **

DETAIL NOTED IS SHOWN
ON SHEET S5.01, DETAIL 2
CUT IS SHOWN ON SHEET S5.01,
DETAIL 2

ELEVATION IS SHOWN ON
SHEET S5.01, DETAIL 2
* (ADDITIONAL INDICATORS MAY BE USED TO SHOW LOCATION OF DETAIL CUTS) ** (SHEET NUMBER MAY BE REPLACED BY A HYPHEN (-) WHEN THE REFERENCED DETAIL

APPEARS ON THE SAME SHEET AS THE CALL-OUT)
DETAIL TITLE SHOWN THUS:
2 DETAIL TITLE
SCALE

INDICATES THE TITLE, SCALE, AND DETAIL NUMBER ON SHEET

REFERENCE ELEVATION OR WORK POINT
LFRS
(LFRS)

INDICATES THAT A DETAIL OR PORTION OF FRAMING IS A PART OF THE

LATERAL FORCE RESISTING SYSTEM AND IS SUBJECT TO ADDITIONAL

REQUIREMENTS OUTLINED IN THE GENERAL NOTES AND SPECIFICATIONS TYPICAL HATCH PATTERNS USED (UNLESS NOTED OTHERWISE):

EXISTING ELEMENTS ARE SHOWN AS HALFTONE, NEW ELEMENTS ARE SHOWN AS FULL TONE UNO; EXAMPLE:

CONCRETE

MASONRY
STEEL

GROUT/SAND

SOIL/EARTH

PLYWOOD/SHEATHING

INDICATES A NEW

ELEMENT

INDICATES AN EXISTING

ELEMENT
(WEIGHT APPLIED TO ALL AREAS OF ROOF, UNO.

SOLAR CLEAR SPACE BETWEEN ROOF SURFACE AND PANEL
NOT TO EXCEED 24".)
4 PSF (DEAD LOAD)

6. SPECIAL LOADS
INTERNAL PRESSURE COEFFICIENT, GCpi +/-0.18
BASIC WIND SPEED (3 SECOND GUST) Vult = 90 MPH Vasd = 70 MPH

EXPOSURE CATEGORY C

5. WIND
MAXIMUM STORY DRIFT 0.010 x STORY HEIGHT

BASE SHEAR COEFFICIENT,
RESPONSE MODIFICATION COEFFICIENT, R 8

ANALYSIS PROCEDURE

EQUIVALENT LATERAL FORCE

PROCEDURE

LATERAL FORCE RESISTING SYSTEM

STEEL SPECIAL MOMENT
FRAME

0.56 1.2

0.6 1.5

SEISMIC DESIGN CATEGORY D

SITE CLASS C
IMPORTANCE FACTOR 1.5

4. SEISMIC

3. RISK CATEGORY IV
OR, CONCENTRATED IN 2.5 FT x 2.5 FT 2000 LBS
UNIFORM + PARTITIONS 80 PSF + 20 PSF = 100 PSF

FLOOR(S)
ROOF, UNIFORM 20 PSF

LIVE LOADS (REDUCIBLE, UNO)

2. GRAVITY
SAWN LUMBER:

CONTINUOUS BLOCKING END OF MEMBER
Ie
S1
SDS
SD1
SS
Cs

1. CODES:

2. SEISMIC DESIGN INFORMATION:

STRUCTURAL DESIGN CRITERIA FOR SEISMIC RETROFIT
010000-0001-R
HAZARD LEVEL SXS SX1
BSE-1E ?.??? ?.???
BSE-2E ?.??? ?.???

STRUCTURAL PERFORMANCE LEVEL
S-3 LIFE SAFETY
S-5 COLLAPSE PREVENTION

ALL NEW WORK SHALL BE IN CONFORMANCE WITH THE CALIFORNIA EXISTING BUILDING CODE (CEBC) 2019 EDITION (TITLE 24, PART 10), INCLUDING ALL AMENDMENTS. ALL STANDARDS

USED SHALL BE THE LATEST VERSION APPROVED BY THE CODE ENFORCEMENT AGENCY ON THE DATE OF THE PERMIT ISSUANCE UNLESS SPECIFICALLY NOTED OTHERWISE. THE

PURPOSE OF THIS CODE IS TO, IN PART, ESTABLISH THE MINIMUM REQUIREMENTS TO

SAFEGUARD THE PUBLIC HEALTH, SAFETY AND GENERAL WELFARE THROUGH STRUCTURAL STRENGTH AND STABILITY. STRUCTURES DESIGNED IN ACCORDANCE WITH THE CODE ARE

LIKELY TO HAVE A LOW PROBABILITY OF COLLAPSE BUT MAY SUFFER SERIOUS STRUCTURAL AND NON-STRUCTURAL DAMAGE IF SUBJECTED TO THE DESIGN EARTHQUAKE. a. PERFORMANCE OBJECTIVES (ASCE 41-17):
b. THE DESIGN IS BASED ON THE CALIFORNIA EXISTING BUILDING CODE (CEBC), SPECIFICALLY SECTION 503.13 FOR VOLUNTARY SEISMIC IMPROVEMENTS. THERE IS NO CHANGE IN OCCUPANCY. THE ALTERED STRUCTURE IS NO LESS CONFORMING TO

THE PROVISIONS OF THE CBC, AND NEW STRUCTURAL ELEMENTS ARE DETAILED AS REQUIRED FOR NEW CONSTRUCTION. THE ALTERATIONS DO NOT CREATE A STRUCTURAL IRREGULARITY OR MAKE AN EXISTING IRREGULARITY MORE SEVERE.

ALTERATIONS DO NOT INCREASE THE DESIGN LATERAL OR GRAVITY LOADS.

1. GEOTECHNICAL REPORT INFORMATION AND DESIGN CRITERIA:

2. THE CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS AND CONDITIONS INDICATED IN THE GEOTECHNICAL REPORT.

3. FOOTINGS ARE CENTERED UNDER WALLS AND COLUMNS, UNO.

4. ALL TRENCHES SHALL COMPLY WITH APPLICABLE OSHA REQUIREMENTS.

5. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED BUT NOT BEHIND RETAINING WALLS BEFORE CONCRETE OR MASONRY ATTAINS ITS FULL DESIGN STRENGTH.

6. THE DESIGN OF ALL RETAINING WALLS AND SUBTERRANEAN BUILDING WALLS INDICATED ON THESE DRAWINGS IS BASED ON DRAINED SOILS.

7. CONSTRUCTION JOINTS (CJ) AND SAWCUT (SC) JOINTS IN SLABS SHALL OCCUR WHERE SPECIFIED IN CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL SUBMIT SLAB JOINT LAYOUT TO SEOR FOR REVIEW PRIOR TO PLACING CONCRETE. CJ'S SHALL HAVE FORMED POUR STOPS. CONSTRUCTION JOINTS IN WALLS AND FOOTINGS NEED NOT OCCUR AT THE SAME LOCATION, UNO.

8. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF SLAB SLOPES, DEPRESSIONS, CURBS,

DRAINS, NON-STRUCTURAL PARTITIONS AND OTHER EMBEDDED ITEMS NOT SHOWN IN THE STRUCTURAL DRAWINGS.

9. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATION AND BACKFILLING. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE

FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. THE LOCATION OF ANY EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.

10. THE SLAB ON GRADE IS NOT DESIGNED TO SUPPORT TRAFFIC FROM CRANES OR OTHER HEAVY CONSTRUCTION VEHICLES. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED CONCRETE SLABS.

FOUNDATIONS AND SLABS ON GRADE
033100-0001
DESIGN COEFFICIENT OF FRICTION FOR SLIDING 0.30
ALLOWABLE LATERAL SOIL BEARING PRESSURE PER FOOT OF DEPTH 350 PSF ALLOWABLE SOIL PRESSURE, DEAD LOAD + LIVE LOAD + LATERAL LOAD 3750 PSF ALLOWABLE SOIL PRESSURE, DEAD LOAD + LIVE LOAD 2500 PSF MINIMUM EMBEDMENT OF FOOTINGS 30"
MINIMUM WIDTH OF FOOTINGS 12"

GEOTECHNICAL DESIGN CRITERIA
DATE 12/07/2023
REPORT NUMBER G00001075

AUTHOR BSK ASSOCIATES

GEOTECHNICAL REPORT

1. SEE "AS BUILT" DRAWINGS FOR EXISTING BUILDING ITEMS NOT SHOWN OR NOTED.

2. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO SHOP DRAWING PRODUCTION AND FABRICATION OF STRUCTURAL ELEMENTS.

3. WHERE EXISTING CONDITIONS VARY FROM THOSE SHOWN ON THESE DRAWINGS, THE

STRUCTURAL ENGINEER SHALL BE NOTIFIED PRIOR TO CONTINUED CONSTRUCTION RELATED TO SUBJECT CONDITIONS.

4. SHORE ALL EXISTING CONSTRUCTION AS REQUIRED, INCLUDING WHERE WELDING TO EXISTING STEEL FRAMING. SHORING DESIGN IS BY OTHERS.

5. ALL EXISTING CONCRETE SURFACES TO BE IN CONTACT WITH NEW CONCRETE SHALL BE CLEANED AND ROUGHENED TO 1/4" MINIMUM AMPLITUDE. USE BONDING AGENT BY SIKA OR

APPROVED EQUIVALENT ON EXISTING CONCRETE PRIOR TO PLACING NEW CONCRETE, PREPARE SURFACE AND APPLY IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

6. VERIFY LOCATION OF EXISTING REBAR BEFORE FABRICATION USING NON-DESTRUCTIVE TESTING. DO NOT DAMAGE EXISTING REBAR.

7. THE GENERAL CONTRACTOR SHALL COORDINATE THE WEIGHT AND SPECIFIC LOCATION OF ALL EQUIPMENT WITH THE STRUCTURAL FRAMING. IF THE EQUIPMENT DEVIATES IN WEIGHT

OR LOCATION FROM THOSE INDICATED IN THE DRAWINGS, THE STRUCTURAL ENGINEER'S APPROVAL MUST BE OBTAINED PRIOR TO INSTALLATION OF THE UNITS.

8. ALL EXISTING WOOD FRAMING MEMBERS SUPPORTING NEW MECHANICAL UNITS SHALL BE INSPECTED FOR DAMAGE AND DETERIORATION PRIOR TO INSTALLATION OF THE UNITS.

NOTIFY THE STRUCTURAL ENGINEER IF DAMAGE OR DETERIORATION IS DISCOVERED.

EXISTING CONDITIONS
020000-0000

STRUCTURAL SHEET INDEX

SHEET NUMBER SHEET NAME
S1-001 STRUCTURAL GENERAL NOTES & SYMBOLS
S1-101 STRUCTURAL FOUNDATION PLAN & LEVEL 1 PLAN - CSC BUILDING S1-102 STRUCTURAL LEVEL 2 FRAMING PLAN - CSC BUILDING
S1-103 STRUCTURAL LEVEL 3 FRAMING PLAN - CSC BUILDING
S1-104 STRUCTURAL ROOF FRAMING PLAN - CSC BUILDING
S2-101 STRUCTURAL FOUNDATION PLAN - POLICE SERVICES BUILDING S2-102 STRUCTURAL ROOF FRAMING PLAN - POLICE SERVICES BUILDING S3-101 STRUCTURAL FOUNDATION PLAN - K-9 BUILDING
S3-102 STRUCTURAL ROOF FRAMING PLAN - K-9 BUILDING

0.141.04 0.449 1.80 0.838
DRAFT

A B C D E F G
1 2
3 4
5 126'-10 3/8"
37'-1 5/8"45'-0"30'-0"14'-8 3/4"
198'-7"
34'-0" 36'-0" 36'-0" 36'-6 1/8" 21'-6 1/8" 34'-6 3/4"
5" CONC SLAB W/ #3 @ 18"OC,
EA WAY, @ MID-DEPTH, OVER
15 MIL (MIN) VAPOR BARRIER
OVER 6" CRUSHED ROCK OVER

PREPARED BUILDING PAD
30" DEEP PAD FOOTING OVER
PREPARED BUILDING PAD, TYP.

TOP OF PAD FOOTINGS SHALL

OCCUR BELOW GRADE BEAMS,
WHERE OCCUR.
30"x30" GRADE BEAM,
TYP @ MOMENT FRAMES

AS SHOWN

ELEV PIT

ELEV PIT
12" WIDE x 30" DEEP

CONT CONC FTG,
TYP @ PERIMETER

VISITOR STAIRS
24" WIDE x 30" DEEP

CONT CONC FTG AROUND
LEGEND:

INDICATES WF COL

INDICATES HSS COL
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S1-101

STRUCTURAL

FOUNDATION PLAN
& LEVEL 1 PLAN -

CSC BUILDING
1/8" = 1'-0"
STRUCTURAL FOUNDATION PLAN & LEVEL 1 PLAN - CSC BUILDING 1 north
DRAFT

A B C D E F G
1 2
3 4
5 W24x131
W24x55
W16x26
W24x55
W24x55W24x55 W24x55W18x40
W24x55 W24x55 W24x55 W12x14
W18x35
W12x14
W18x35
W12x14
W24x131 W24x55 W24x55 W24x55
W18x40
W24x55
W24x131
W24x55W24x131
W18x40 W24x55W18x40
W24x55 W24x131 W24x131 W24x55 W24x55
W21x44
W21x44
W24x131
W21x44
W21x44
W24x131
W21x44
W24x131
W21x44
W21x44W21x44 W24x131W24x131
W24x55
W24x131
W12x14
W18x35
W12x14
W18x35
W24x131
W24x55W24x55
W24x131
W24x55
W18x40
W16x26
W12x14
W24x55W24x55W24x55
W12x14W12x14W12x14
W24x55W24x55W24x55
W18x40
W18x40
W18x40
W16x26
W16x26
W16x26
W12x14
W1
W12x14
2x14
W12x14
W12x14
W24x55W24x55W24x55
W18x40W18x40W18x40
W21x44W21x44W21x44
W24x55W24x55W24x55
W18x40W18x40W18x40
W21x44W21x44W21x44
W24x55W24x55W24x55
W18x40
W18x40
W18x40
W21x44W21x44W21x44
W24x55W24x55W24x55
W18x40W18x40W18x40
W21x44W21x44W21x44
W24x55W18x40 W21x44
W16x26
W16x26
W16x26W16x26W16x26
W16x26
W16x26
W16x26
W16x26W16x26W16x26
W16x26
W21x44
W16x26
W16x26
W16x26
W16x26
W16x26
W16x26
W16x26
W16x26
W12x14W12x14W12x14W12x14W12x14W12x14W12x14
W16x26
W16x26
W16x26
W16x26
2 1/2" LWC
OVER 3Wx20GA

MTL DECK
HSS BM's AT

PERIMETER OF

STAIR OPNG
HSS BM's, TYP

AROUND STAIR
& ELEV OPNG's
3 1/4" LWC OVER
3Wx20GA MTL
DECK

LFRS LFRS

LFRSLFRS

LFRSLFRS
LFRS

LFRSLFRS LFRSLFRSLFRS LFRSLFRS
LEGEND:

INDICATES WF COL

INDICATES HSS COL

INDICATES ORDINARY MOMENT CONNECTION

INDICATES SPECIAL MOMENT FRAME CONNECTION
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S1-102

STRUCTURAL
LEVEL 2 FRAMING

PLAN - CSC

BUILDING
1/8" = 1'-0"
STRUCTURAL LEVEL 2 FRAMING PLAN - CSC BUILDING 1
north
DRAFT

A B C D E F G
1 2
3 4
5 W24x55
W16x26
W24x55
W24x55W18x40
W18x40
W24x55 W24x55 W12x14
W18x35
W12x14
W18x35
W12x14
W24x131 W24x55 W18x40 W18x40
W18x40
W24x55
W24x131
W24x55W24x131
W18x40 W24x55W18x40
W24x55 W24x131 W24x131 W24x55 W24x55
W21x44
W21x44
W24x131
W21x44
W21x44
W24x131
W21x44
W24x131
W21x44
W21x44W21x44 W24x131W24x131
W24x55
W24x131
W12x14
W18x35
W12x14
W18x35
W24x131
W24x55
W24x131
W24x55
W18x40
W24x55W24x55W24x55
W18x40
W18x40
W18x40
W16x26
W16x26
W21x44
W12x14
W24x55W24x55W24x55
W18x40W18x40W18x40
W21x44W21x44W21x44
W18x40W18x40W18x40
W21x44W21x44W21x44
W18x40
W18x40
W18x40
W21x44W21x44W21x44
W24x55W24x55W24x55
W18x40W18x40W18x40
W21x44W21x44W21x44
W24x55W18x40 W21x44
W21x44
W21x44
W21x44W21x44W21x44 W21x44 W21x44 W21x44 W21x44 W21x44
W21x44
W21x44
W21x44
W21x44
W16x26
HSS12x6
W16x26
W16x26
W16x26
W16x26
W16x26
W16x26
W12x14W12x14W12x14W12x14W12x14W12x14W12x14
W16x26
W16x26
W21x44
W18x40
W18x35
W16x26
W16x26
W21x44
W16x26 W21x44
W21x44
W21x44
W21x44
W21x44
W21x44
W21x44
W21x44W21x44
W16x26 W16x26
W21x44W21x44W21x44W21x44W21x44W21x44W21x44
3 1/4" LWC OVER
3Wx20GA MTL
DECK
HSS BM's AT

PERIMETER OF

STAIR OPNG
HSS BM's, TYP

AROUND STAIR
& ELEV OPNG's

LFRS LFRS

LFRSLFRS

LFRSLFRS
LFRS

LFRS LFRSLFRSLFRS LFRSLFRS
LEGEND:

INDICATES WF COL

INDICATES HSS COL

INDICATES ORDINARY MOMENT CONNECTION

INDICATES SPECIAL MOMENT FRAME CONNECTION
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S1-103

STRUCTURAL
LEVEL 3 FRAMING

PLAN - CSC

BUILDING
1/8" = 1'-0"
STRUCTURAL LEVEL 3 FRAMING PLAN - CSC BUILDING 1
north
DRAFT

A B C D E F G
1 2
3 4
S1-104
4 S1-104
2 S1-104
3 2 1/2" LWC OVER
3Wx20GA MTL
DECK

LFRS LFRS

LFRSLFRS

LFRSLFRS

LFRS LFRSLFRSLFRS LFRS
C D E
B36x18GA MTL
DECK
A
2 B36x18GA MTL
DECK
G
B36x18GA MTL
DECK
LEGEND:

INDICATES WF COL

INDICATES HSS COL

INDICATES ORDINARY MOMENT CONNECTION

INDICATES SPECIAL MOMENT FRAME CONNECTION
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S1-104

STRUCTURAL ROOF

FRAMING PLAN -

CSC BUILDING
1/8" = 1'-0"
STRUCTURAL ROOF FRAMING PLAN - CSC BUILDING 1
1/8" = 1'-0"

SKYLIGHT FRAMING
2 1/8" = 1'-0"
ROOF STAIR FRAMING PLAN 4
1/8" = 1'-0"

ELEVATOR OVERRUN
FRAMING PLAN 3
north

A B C D E F G
1 2
3 4
S1-104
4 S1-104
2 S1-104
3 2 1/2" LWC OVER
3Wx20GA MTL
DECK

LFRS LFRS

LFRSLFRS

LFRSLFRS

LFRS LFRSLFRSLFRS LFRS
C D E
B36x18GA MTL
DECK
A
2 B36x18GA MTL
DECK
G
B36x18GA MTL
DECK
LEGEND:

INDICATES WF COL

INDICATES HSS COL

INDICATES ORDINARY MOMENT CONNECTION

INDICATES SPECIAL MOMENT FRAME CONNECTION
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S1-104

STRUCTURAL ROOF

FRAMING PLAN -

CSC BUILDING
1/8" = 1'-0"
STRUCTURAL ROOF FRAMING PLAN - CSC BUILDING 1
1/8" = 1'-0"

SKYLIGHT FRAMING
2 1/8" = 1'-0"
ROOF STAIR FRAMING PLAN 4
1/8" = 1'-0"

ELEVATOR OVERRUN
FRAMING PLAN 3
north
DRAFT
1 F
2 3 4 5 6 7 8 9 10 11 12 13 14
E
D
C
B
A
(E) FOOTING
(E) COLUMN
(E) 6" PRECAST WALL, TYP
(E) WALL FTG
(E) THICKEN SLAB UNDER

WOOD STUD WALLS
(E) GRADE BEAM (E) GRADE BEAM
(E) GRADE BEAM
19'-9" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 19'-9" 16'-0" 255'-6"
16'-0"19'-7 1/2"19'-10 1/2"19'-10 1/2"19'-7 1/2"
95'-0"
TOF =
-X'-X"

INDICATES (E) CONCRETE TILT-UP WALL
INDICATES (E) Wx COLUMN, SIZE PER PLAN

INDICATES TOP OF FOOTING (TOF) ELEVATION
LEGEND:
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S2-101

STRUCTURAL

FOUNDATION &

FLOOR PLAN -

POLICE SERVICES

BUILDING
2/6/2024
north
1/8" = 1'-0"
STRUCTURAL FOUNDATION & FLOOR PLAN - POLICE SERVICES BUILDING 1 NOTES:

1. SEE (E) BUILDING DRAWINGS FOR TOP OF CONCRETE SLAB ELEVATIONS.

SEE ARCHITECTURAL FOR FINISH FLOOR ELEVATION.

2. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL FOR LOCATION OF EQUIPMENT. CONTRACTOR TO VERIFY ALL UNIT LOCATIONS, SIZES AND OPENINGS.

3. GRIDLINES SHOWN ARE TO FACE OF CONCRETE / STUD AS SHOWN, TYP, UNO. COORDINATE W/ ARCH AS REQUIRED. SEE ARCH FOR DIMENSIONS NOT SHOWN.

4. SEE GEOTECHNICAL REPORT FOR ALL SITE AND SUBGRADE PREPARATION.

5. SEE CIVIL DRAWINGS FOR EXTERIOR CONCRETE PAVING, SLABS, BASES, CURBS, SITE WALLS, ETC.

6. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLAB.

7. COORDINATE INFORMATION SHOWN W/ ARCH PLANS. REPORT ANY

DISCREPANCIES TO THE STRUCTURAL ENGINEER AND ARCHITECT
IMMEDIATELY.

DRAFT
1 F
2 3 4 5 6 7 8 9 10 11 12 13 14
E
D
C
B
A
(E) 3x14 (E) 3x14
(E) 4x14
(E) 3x14 (E) 3x14
(E) 4x14
(E) 3x14
(E) 3x14
(E) 4x14
(E) 3x14
(E) 3x14
(E) 4x14
(E) 4x14
(E) 3x14
(E) 3x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) TB3
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) 4x14
(E) W8x13(E) W8x13
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W8x13
(E) 3x14 (E) 3x14 (E) 3x14 (E) 3x14 (E) W8x13
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) 4x14
(E) 4x14
(E) 3x14
(E) 3x14
(E) 4x14
(E) 3x14
(E) 3x14
(E) 4x14
(E) W10x33
(E) W10x33
(E) W10x33
(E) L2x2x3/16
(E) W10x33
(E) W10x33
(E) W10x33 BELOW
0"
(E) L2x2x3/16
(E) L2x2x3/16
(E) TB1 (E) TB1
(E) TB1 (E) TB1
(E) TB1 (E) TB1
(E) TB1 (E) TB1
(E) TB2 (E) TB2
(E) TB2 (E) TB2(E) TB2 (E) TB2(E) TB2 (E) TB2(E) TB2 (E) TB2(E) TB2 (E) TB2(E) TB2 (E) TB2 (E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5 (E) W6x8.5
(E) W6x8.5(E) W6x8.5
(E) W6x8.5
(E) W6x8.5(E) W6x8.5(E) W6x8.5
(E) W6x8.5
(E) W6x8.5(E) W6x8.5(E) W6x8.5(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5 (E) W6x8.5 (E) W6x8.5 (E) W6x8.5
(E) W8x13
(E) W8x13
(E) W8x13
(E) W8x13
(E) W8x13
(E) L2x2x3/16
(E) W8x17
19'-9" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 19'-9" 16'-0" 255'-6"
16'-0"19'-7 1/2"19'-10 1/2"19'-10 1/2"19'-7 1/2"
95'-0"

WALL OOP ANCHORAGE

TO ALIGN W/ (E) PURLINS

STRAPS/PLS TO ALIGN W/
(E) PURLIN BELOW, TYP

STRAP TO ALIGN W/
(E) JOIST BELOW, TYP
WALL OOP ANCHORAGE @
4'-0"OC, TYP ALIGN W/ (E)

ROOF JOISTS
(E) 2x4 ROOF JOIST, TYP STRAPS/PLS TO ALIGN W/
(E) PURLIN BELOW, TYP

WALL OOP ANCHORAGE

TO ALIGN W/ (E)

PURLINS
WALL OOP ANCHORAGE @ 4'-0"OC, (E) 2x4 ROOF JOIST, TYP

TYP ALIGN W/ (E) ROOF JOISTS

STRAP TO ALIGN W/ (E) JOIST

BELOW, TYP

INDICATES (E) CONCRETE TILT-UP WALL
LEGEND:
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S2-102

STRUCTURAL ROOF

FRAMING PLAN -

POLICE SERVICES

BUILDING
1/8" = 1'-0"
STRUCTURAL ROOF FRAMING PLAN - POLICE SERVICES BUILDING 1 north
NOTES:

1. SEE (E) BUILDING DRAWINGS FOR TOP OF ROOF ELEVATIONS.

2. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL FOR LOCATION OF EQUIPMENT. CONTRACTOR TO VERIFY ALL UNIT
LOCATIONS, SIZES AND OPENINGS.

DRAFT
1 2 3 4 5 6 7 8 9 10 11 12
D
A
20'-8" 20'-8" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 230'-4"
C
B
7'-5"13'-3"13'-3"7'-5"
41'-4"
(E) W8x17 COLUMN,
TYP
(E) FOOTING, TYP
(E) 12" CMU WALL,
(E) WALL FOOTING,
TYP
(E) 8" CMU WALL,

TYP UNO
(E) GRADE SLAB
B.5
(N) REINF FOOTING AT

CROSS BRACING, TYP

ADD CROSS BRACING
AT 3 BAYS, MINIMUM
2 S3-101
2 S3-101
2 S3-101
LEGEND:

INDICATES CMU WALL PER PLAN

INDICATES (E) CMU WALL
INDICATES (E) Wx COLUMN, SIZE PER PLAN
C B
13'-3" 7'-6"
20'-9"
15'-0" 2'-4 3/4"
(E) BEAM PER PLAN
(E) W8x17

REINF FNDN AT

CROSS BRACING

REINF FNDN AT

CROSS BRACING

CROSS BRACING

PER PLAN
(E) SLAB
(E) W8x17
(E) METAL ROOFING
(E) PURLIN PER PLAN
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S3-101

STRUCTURAL

FOUNDATION &

FIRST FLOOR PLAN
- K-9 BUILDING
1/8" = 1'-0"
STRUCTURAL FOUNDATION & FIRST FLOOR PLAN - K-9 BUILDING 1 north
NOTES:

1. SEE (E) BUILDING DRAWINGS FOR TOP OF CONCRETE SLAB ELEVATIONS, SEE ARCHITECTURAL FOR FINISH FLOOR ELEVATION.

2. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL FOR LOCATION OF EQUIPMENT. CONTRACTOR TO VERIFY ALL UNIT
LOCATIONS, SIZES AND OPENINGS.

3. GRIDLINES SHOWN ARE TO FACE OF CONCRETE / STUD AS SHOWN, TYP UNO. COORDINATE W/ ARCH AS REQUIRED. SEE ARCH FOR DIMENSIONS NOT SHOWN.

4. SEE GEOTECHNICAL REPORT FOR ALL SITE AND SUBGRADE
PREPARATION.

5. SEE CIVIL DRAWINGS FOR EXTERIOR CONCRETE PAVING, SLABS, BASES, CURBS, SITE WALLS, ETC.

6. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLAB.

7. COORDINATE INFORMATION SHOWN W/ ARCH PLANS. REPORT ANY

DISCREPANCIES TO THE STRUCTURAL ENGINEER AND ARCHITECT
IMMEDIATELY.
1/4" = 1'-0"
TYP BRACE ELEVATION 2
DRAFT
1 2 3 4 5 6 7 8 9 10 11 12
D
A
C
B
(E) CONC BEAM 12"x8"
(E) CONC BEAM 12"x10"
(E) CONC BRAM 12"x8"
(E) CONC BEAM 12"x8" (E) CONC BRAM 12"x10"
(E) CONC BEAM 12"x10"
(E) CONC BEAM 12"x8"
(E) W8x18 (E) W8x18
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W8x18 (E) W8x18
(E) W8x18 (E) W8x18(E) W8x18 (E) W8x18(E) W8x18 (E) W8x18(E) W8x18 (E) W8x18(E) W8x18 (E) W8x18(E) W8x18 (E) W8x18(E) W8x18 (E) W8x18 (E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) L2-1/2x2x3/16
L2-1/2x2x3/8
(E) L2-1/2x2x3/16
(E) L2-1/2x2x3/16
(E) L2-1/2x2x3/16
(E) L2-1/2x2x3/16
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 AT RIDGE
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x8.5
(E) W6x15.5 STRUT BELOW
(E) W6x15.5 STRUT BELOW
230'-4"
7'-5"13'-3"13'-3"7'-5"
41'-4"
20'-8" 20'-8" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" B.5

WALL TIE UPGRADE, TYP
COLLECTOR OOP TIE C6
C6

ADD HORIZONTAL

BRACING AT EA BAY, TYP

STEEL CROSS TIE AT

EA BEAM, TYP
C6
C6

THRU-BOLTS

ADD HORIZONTAL

BRACING AT EA BAY, TYP

ADD CROSS BRACING
AT 3 BAYS, MINIMUM
(E) CONC
BEAM 12"x10"
(E) CONC BEAM 12"x10"
2 S3-101 2
S3-101
2 S3-101
NOTES:

1. SEE (E) BUILDING DRAWINGS FOR TOP OF ROOF ELEVATIONS.

2. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL FOR LOCATION OF EQUIPMENT. CONTRACTOR TO VERIFY ALL UNIT
LOCATIONS, SIZES AND OPENINGS.
.

LEGEND:

INDICATES (E) CMU WALL
1450 Halyard Drive, Suite One
West Sacramento, CA 95691
T: (833) 270-8848
miyamotointernational.com
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
20273
Architect
Consultant
Sheet _____ of _____
1/30/2024

VALLEJO

COMMUNITY

SAFTEY CENTER
111 AMADOR STREET
VALLEJO CA 94590
Project Architect
Drafted By
Drafted By
Architect
Issue:

Project
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE

AS NOTED
MI1901177.00 (V23)
S3-102

STRUCTURAL ROOF

FRAMING PLAN -
K-9 BUILDING
1/8" = 1'-0"
STRUCTURAL ROOF FRAMING PLAN - K-9 BUILDING 1
north
DRAFT
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A-011-E
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

EXISTING SITE
PLAN, 1" = 30'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
10 20 40 60

MAINE STREET

AMADOR STREET

YORK ST

BENICIA RD

AMADOR STREET

MAINE STREET

HUDSON ALLEY
DI
DI
C
C
S
S
S
S
S
S
S
W
W
W
W
W W W
W
W
W
C
C
W
S
C
C
?
?
W
M
W
D
D

BUILDING

BUILDING

PORTABLE PORTABLE

PORTABLE

BUILDING
GARAGE
HC
HC
HC
HC
HC
HC
HC
HC

HC HC HC HC
HC HC
DWY
DWY
DWY
DWY
DWY
DWY

DWY DWY
DWY

DWY DWY DWY

DWY DWY

SOLANO AVE
S
S
S

RAILROAD

RAILROAD

30.5 25.0

23.0 23.5

24.0 24.5

23.0 24.0

25.0 25.0

26.0 25.5

24.5 23.5

YORK ST

CALIFORNIA

NORTHERN

RAILWAY
(CARQUINEZ
BAY
TO
NAPA

JUNCTION)
P.L. ADJACENT
TO

PUBLIC/

SEMI-PUBLIC

DISTRICT
FOR
RAIL

RIGHT-OF-WAY
(E)
288 PARKING SPACES

INCLUDES
9 EV

PARKING SPACES
X X
(E)

POLICE BUILDING
2-STORY
19,200 SF
(E)

PUBLIC WORKS

MAINTENANCE BUILDING
GROUND FLOOR: 19,400 SF
MEZZANINE: 3,655 SF
(E)

COVERED PARKING
(E)

PAINT SHOP
ANNEX
1,288 SF
(E)

BUILDING
1-STORY
5,576 SF
(E)

SECURED

ENTRANCE
(E)

SECURED

ENTRANCE
(E)

SECURED

ENTRANCE
(E)

SECURED

ENTRANCE
(E)

SECURED

ENTRANCE
(E)
GAS
PUMPS
(E)
EVCS
(E)
EVCS
(E)
EVCS
(E)
EVCS
(E)
EVCS
(E)
EVCS
(E)
EVCS
(E)
EVCS
(E)
EVCS
(E)
27 (E)
15 (E)
21 (E)
08 (E)
04 (E)
26 (E)
20 (E)
08 (E)
12 (E)
11 (E)
11 (E)
11 (E)
11 (E)
11 (E)
11 (E)
12 (E)
22 (E)
06 (E)
14 (E)
07 (E)
06 (E)
14 (E)
47 PARKING SPACES
(E)
42 PARKING SPACES
(E)
87 PARKING SPACES
(E)
112 PARKING SPACES
(E)

PAINT SHOP
1,700 SF
(E)

PD PORTABLES
2,800 SF
RMD
RMD
RLD
NMU
RLD
RLD
RLD
RLD
N
1 SCALE: 1" = 30'

ARCHITECTURAL EXISTING SITE PLAN
SITE AREA - 235,861 SF / 5.41 ACRES
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A-011
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

DEVELOPED SITE
PLAN, 1" = 30'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
+33'
+33'
+27'
+27.5'
+29'
+29.5'
+33'
+29.5'
+32'
+31'
+25'
+35'
+26'
+31'
+32'
+30'
+25.5'
+27.5'
+27'
+27'
+33'

MAINE ST

AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL

CALIFORNIA

NORTHERN

RAILWAY
(CARQUINEZ
BAY
TO
NAPA

JUNCTION)
P.L. ADJACENT
TO

PUBLIC/

SEMI-PUBLIC

DISTRICT
FOR
RAIL

RIGHT-OF-WAY
10 2
21 18
9 18 MOTORBIKE PARKING
8 16
16 20
32 15
27 20
4 16
MATCH
LINE
MATCH
LINE
9 X +33' X
3-STORY

COMMUNITY SAFETY
CENTER
67,925 SF
GEN

VISITOR
ENTRY
SALLY
PORT

PUBLIC PLAZA

DRAINAGE RETENTION/

GREEN SPACE

SECURED
ENTRY
DN

POLICE SERVICES BUILDING
PHASE 1 T.I.: 12,000 SF
PHASE 1 ROOF RENOVATION: 21,340 SF
K-9 CANOPY BUILDING
T.I.: 1,700 SF | ROOF RENOVATION: 10,369 SF
TRASH
FINISHED FLOOR ELEVATION + 35'
FINISHED FLOOR ELEVATION + 35'
FINISHED FIRST FLOOR ELEVATION + 27'
RAMP
1:12
SITE: 5.4 ACRES
RMD
RMD
RLD
NMU
IL
RLD
RLD

RLD RLD
P/SP

11.3%
(E)

SECURED
ENTRY
(E)

VISITOR
ENTRY

SECURED
ENTRY
(E)

SECURED
ENTRY
DROPOFF
(240)

SECURED

PARKING
(13)
STREET

PARKING
(7)
STREET

PARKING
240 SECURED PARKING,
21 VISITOR PARKING, &
20 STREET SIDE PARKING

SECURED
ENTRY

PEDESTRIAN
ENTRY
(21)

VISITOR

PARKING
RMD
RMD
RLD
NMU
RLD
RLD
RLD
RLD
10 20 40 60
N
1 SCALE: 1" = 30'

ARCHITECTURAL DEVELOPED SITE PLAN
SITE AREA - 235,861 SF / 5.4 ACRES

SEE ENLARGED

PLAN - NORTH

SEE ENLARGED

PLAN - SOUTH
1 A-041
1 A-042
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A-011-PH1
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

SITE PLAN, PHASE
1, 1" = 30'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
+33'
MAX1:12 MAX1:12
+33'
+27'
+27.5'
+29'
+29.5'
+33'
+29.5'
+32'
+31'
+25'
+35'
+26'
+31'
+32'
+30'
+25.5'
+27.5'
+27'
+27'
+33'

MAINE ST

AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL

CALIFORNIA

NORTHERN

RAILWAY
(CARQUINEZ
BAY
TO
NAPA

JUNCTION)
P.L. ADJACENT
TO

PUBLIC/

SEMI-PUBLIC

DISTRICT
FOR
RAIL

RIGHT-OF-WAY
21 32
15 27
20 4
16 MATCH
LINE
MATCH
LINE
9 X +33' X
(E)
GAS
PUMPS
3-STORY

COMMUNITY SAFETY
CENTER
67,925 SF
GEN

VISITOR
ENTRY
SALLY
PORT

PUBLIC PLAZA

DRAINAGE RETENTION/

GREEN SPACE

SECURED
ENTRY
DN

POLICE SERVICES BUILDING
PHASE 1 T.I.: 12,000 SF
PHASE 1 ROOF RENOVATION: 21,340 SF
K-9 CANOPY BUILDING
T.I.: 1,700 SF | ROOF RENOVATION: 10,369 SF
TRASH
FINISHED FLOOR ELEVATION + 35'
FINISHED FLOOR ELEVATION + 35'
FINISHED FIRST FLOOR ELEVATION + 27'
RAMP
1:12
(E)

POLICE BUILDING TO

REMAIN IN TEMPORARY

USE DURING THE
PHASE 1 CONSTRUCTION
(E)

RETAINING WALL

TO REMAIN

DURING THE
PHASE 1

CONSTRUCTION
(E)

DRIVEWAY
(E)

SECURED
ENTRY
PHASE 2 SITE: 1.1 ACRES
PHASE 1 SITE: 4.3 ACRES
RMD
RMD
RLD
NMU
IL
RLD
RLD

RLD RLD
P/SP

11.3%
(E)

SECURED
ENTRY
(E)

VISITOR
ENTRY

SECURED
ENTRY
(E)

SECURED
ENTRY
DROPOFF
(13)
STREET

PARKING
(7)
STREET

PARKING

SECURED
ENTRY

PEDESTRIAN
ENTRY
RMD
RMD
RLD
NMU
RLD
RLD
RLD
RLD
PHASE 1
135 SECURED PARKING &
11 VISITOR PARKING
11 VISITOR

PARKING
135

SECURED

PARKING
10 20 40 60

SITE AREA
PHASE 1
PHASE 2

TOTAL SITE AREA
188,978
46,883
235,861
SQ. FT. ACRE

4.3 1.1

5.4 N
1 SCALE: 1" = 30'
ARCHITECTURAL SITE PLAN - PHASE 1
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A-011-PH2
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

SITE PLAN, PHASE
2, 1" = 30'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
+33'
+33'
+27'
+27.5'
+29'
+29.5'
+33'
+29.5'
+32'
+31'
+25'
+35'
+26'
+31'
+32'
+30'
+25.5'
+27.5'
+27'
+27'
+33'

MAINE ST

AMADOR ST

SOLANO AVE

BENICIA RD

YORK ST

HUDSON AL

YORK ST

GARFORD AL

CALIFORNIA

NORTHERN

RAILWAY
(CARQUINEZ
BAY
TO
NAPA

JUNCTION)
P.L. ADJACENT
TO

PUBLIC/

SEMI-PUBLIC

DISTRICT
FOR
RAIL

RIGHT-OF-WAY
10 2
21 18
9 18 MOTORBIKE PARKING
8 16
16 20
32 15
27 20
4 16
MATCH
LINE
MATCH
LINE
9 X +33' X
PHASE 1 SITE: 4.3 ACRES
3-STORY

COMMUNITY SAFETY
CENTER
67,925 SF
GEN

VISITOR
ENTRY
SALLY
PORT

PUBLIC PLAZA

DRAINAGE RETENTION/

GREEN SPACE

SECURED
ENTRY
DN

POLICE SERVICES BUILDING
PHASE 1 T.I.: 12,000 SF
PHASE 1 ROOF RENOVATION: 21,340 SF
K-9 CANOPY BUILDING
T.I.: 1,700 SF | ROOF RENOVATION: 10,369 SF
TRASH
FINISHED FLOOR ELEVATION + 35'
FINISHED FLOOR ELEVATION + 35'
FINISHED FIRST FLOOR ELEVATION + 27'
RAMP
1:12
PHASE 2 SITE: 1.1 ACRES
RMD
RMD
RLD
NMU
IL
RLD
RLD

RLD RLD
P/SP

11.3%
(E)

SECURED
ENTRY
(E)

VISITOR
ENTRY

SECURED
ENTRY
(E)

SECURED
ENTRY
DROPOFF
(13)
STREET

PARKING
(7)
STREET

PARKING

SECURED
ENTRY

PEDESTRIAN
ENTRY
RMD
RMD
RLD
NMU
RLD
RLD
RLD
RLD
PHASE 2
105 SECURED PARKING &
10 VISITOR PARKING
10 20 40 60

SITE AREA
PHASE 1
PHASE 2

TOTAL SITE AREA
188,978
46,883
235,861
SQ. FT. ACRE

4.3 1.1

5.4 N
1 SCALE: 1" = 30'
ARCHITECTURAL SITE PLAN - PHASE 2
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A-041
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

SITE PLAN -
NORTH, 1" = 20'
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
+33'
+33'
+32'
+31'
+35'
+31'

AMADOR ST

YORK ST

HUDSON AL

YORK ST
FORNIA

NORTHERN

RAILWAY
(CARQUINEZ
BAY
TO
NAPA

JUNCTION)
P.L. ADJACENT
TO

PUBLIC/

SEMI-PUBLIC

DISTRICT
FOR
RAIL

RIGHT-OF-WAY
21 18
9 18 MOTORBIKE PARKING
8 16
16 20
32 15
27 20
MATCH
LINE
MATCH
X +33' LINE X

SECURED
ENTRY
DN

POLICE SERVICES BUILDING
PHASE 1 T.I.: 12,000 SF
PHASE 1 ROOF RENOVATION: 21,340 SF
K-9 CANOPY BUILDING
T.I.: 1,700 SF | ROOF RENOVATION: 10,369 SF
TRASH
FINISHED FLOOR ELEVATION + 35'
FINISHED FLOOR ELEVATION + 35'
SITE: 5.4 ACRES
RMD
RMD
RLD
RLD

RLD RLD
P/SP
(E)

SECURED
ENTRY

SECURED
ENTRY
(240)

SECURED

PARKING
(7)
STREET

PARKING
240 SECURED PARKING,
21 VISITOR PARKING, &
20 STREET SIDE PARKING

SECURED
ENTRY
RMD
RMD
RLD
RLD
RLD
RLD
X X
RMD
RMD
NMU
RLD
RLD

RLD RLD
10 20 40 60

SITE AREA
PHASE 1
PHASE 2

TOTAL SITE AREA
188,978
46,883
235,861
SQ. FT. ACRE

4.3 1.1

5.4 N
1 SCALE: 1" = 20'

ARCHITECTURAL SITE PLAN - NORTH

KEY PLAN
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A-042
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

SITE PLAN -
SOUTH, 1" = 20'
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
+33'
+33'
+27'
+27.5'
+29'
+29.5'
+33'
+29.5'
+32'
+31'
+25'
+26'
+31'
+32'
+30'
+25.5'
+27.5'
+27'
+27'
+33'

MAINE ST

AMADOR ST

SOLANO AVE

BENICIA RD

GARFORD AL

CALIFORNIA

NORTHERN

RAILWAY
(CARQUINEZ
BAY
TO
NAPA

JUNCTION)
P.L. ADJACENT
TO

PUBLIC/

SEMI-PUBLIC

DISTRICT
FOR
RAIL

RIGHT-OF-WAY
10 2
21 4
16 MATCH
LINE
MATCH
LINE
9 X +33' X
3-STORY

COMMUNITY SAFETY
CENTER
67,925 SF
GEN

VISITOR
ENTRY
SALLY
PORT

PUBLIC PLAZA

DRAINAGE RETENTION/

GREEN SPACE

SECURED
ENTRY
DN
K-9 CANOPY BUILDING
T.I.: 1,700 SF | ROOF RENOVATION: 10,369 SF
FINISHED FLOOR ELEVATION + 35'
FINISHED FIRST FLOOR ELEVATION + 27'
RAMP
1:12
NMU
IL
RLD

11.3%
(E)

SECURED
ENTRY
(E)

VISITOR
ENTRY
(E)

SECURED
ENTRY
DROPOFF
(13)
STREET

PARKING

PEDESTRIAN
ENTRY
(21)

VISITOR

PARKING
NMU
RLD
X X
RMD
RMD
NMU
RLD
RLD

RLD RLD
10 20 40 60

SITE AREA
PHASE 1
PHASE 2

TOTAL SITE AREA
188,978
46,883
235,861
SQ. FT. ACRE

4.3 1.1

5.4 N
1 SCALE: 1" = 20'

ARCHITECTURAL SITE PLAN - SOUTH

KEY PLAN
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-101
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL
LEVEL 1 PLAN -
CSC BUILDING, 1/8"
= 1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 2
3 4
5 6
7 8
9 10
UP
24 RISERS (7")
S2.

S4.

A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
F
W D
36' 36'
37' 45' 30' 15'
36' 36' 22' 35'
34' 201'
257'
130'
57'
2 A1-201
1 A1-202
1 A1-201
2 A1-202
+33'
+27'
PATROL
ENTRY
PATROL
ENTRY
13 14
8 8
12 8 8
11 11 11 10
+27
+27
+27
+27
+33
+27
11 10
15 31
+30'
+34.5'
11 11 11 10 11 11 +33'
+27 +33''
+27
+27

MEN'S LOCKER
ROOM
A: 3,435 sq ft

WOMEN'S LOCKER
ROOM
A: 1,353 sq ft
PATROL
A: 5,839 sq ft

HOLDING

FACILITY
A: 1,208 sq ft

LAUNDRY
ROOM
1-109

BREAK AREA /
KIOSK
1-135
1 A1-302
1 A1-302
1 A1-301
1 A1-301
2 A1-301
2 A1-301
2 A1-302
2 A1-302
24 RISERS (6")
F F F
+33'

PHYSICAL

TRAINING
1-112
SECURE

ENTRY HALL
1-102

COMMUNITY

ENGAGEMENT
1-131
ELEV
1-101B
STAIR
1-100A
ELEV
1-101A

STORAGE
1-130
SECURE
PATIO
1-168

SALLY PORT
1-167
SECURE
ENTRY
ADMIN

LIEUTENANT
1-142
LIEUT
1-141

SHIFT SERGEANTS

OPEN OFFICE
1-138

CORPORALS
1-144
REPORT

WRITING
1-145

JUVENILE

WAITING
1-146

BRIEFING
1-137

STORAGE
1-148

KIT LOCKERS
1-151
LIEUT
1-140
LIEUT
1-139

JUVENILE

WAITING
1-147
WATCH

COMMANDER
1-149
CLOSET
1-150

CONF ROOM
1-143

INTERVIEW
ROOM
1-108

ELECTRICAL
ROOM
1-152

CIRCULATION
1-125
ALCOVE
1-113

WOMEN'S

LOCKERS
(58)
1-111

LACTATION
RM
1-107
ADA
BATHRM
1-119

WOMEN'S
TOILET
1-124

JANITOR
1-127
TOILET
1-128
TOILET
1-129
ADA
BATHRM
1-105
BATHRM
1-104
TOILET
1-106
CELL
1-161
CELL
1-162
CELL
1-160
CELL
1-157

JUV CELL
1-156 JUV CELL
1-165
STOR
1-163
SHWR
1-159
INTVW
1-166

SALLY PORT
1-154

BOOKING
1-155
IT
1-153
TOILET
1-164
STAIR
1-100B
STAIR
1-103
ALCOVE
1-110

FUNCTIONAL FITNESS
AREA
1-134
MEN'S

LOCKERS
(188)
1-114

CORRIDOR
1-158

MULTI-PURPOSE AREA
1-133

CIRCULATION
1-132
CIRC
1-136
CIRC
1-126
MEN'S
TOILET
1-123

VISITOR
ENTRY

RESTROOMS
1-115
ADA
SHOWER
1-118
ADA
SHOWER
1-117
JAN
1-116
ALLGENDER
TOILET
1-122

VISITOR

ENTRY HALL
1-120
STAIR
1-121
8 16 32 48
SCALE: 1/8" = 1'-0"

DEPARTMENT COLOR REFERENCE
ADMIN

INVESTIGATIONS
BUREAU

OPERATIONS
BUREAU
PUBLIC

SUPPORT
STAFF

SUPPORT

BUILDING

SUPPORT

SERVICE

FACILITIES

CIRCULATION
N
1 SCALE: 1/8" = 1'-0"
ARCHITECTURAL LEVEL 1 PLAN - CSC BUILDING
FLOOR AREA: 24,325 SF
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-102
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL
LEVEL 2 PLAN -
CSC BUILDING, 1/8"
= 1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 2
3 4
5 6
7 UP
24 RISERS (7")
1234567
UP
24 RISERS (7")
1 2
3 4
5 6
7 UP24 RISERS (7")
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
2 A1-201
1 A1-202
1 A1-201
2 A1-202
37' 45' 30' 15'
36' 36' 36' 36' 22' 35' 23'
225'
138'
1 A1-302
1 A1-302

EXTERIOR

BALCONY

RECEPTION
+33
+33
+39
+39'
+34.5
+39'

EXTERIOR

BALCONY
COFFEE
BAR
+30'
+39'
+32'
NOTE: SEE VISITOR

ENTRANCE ON
LEVEL 1

SALLY PORT
ROOF

RECORDS
A: 3,690 sq ft
CRIME

REDUCTION
A: 1,247 sq ft
PROF. STAND:

LIEUTENANT &

INTERNAL AFFAIRS
A: 1,403 sq ft

COMMUNITY

ENGAGEMENT
OFFICE
A: 313 sq ft
PROF. STAND:

CADETS &
VOLS.

A: 753 sq ft
ADMIN
A: 4,404 sq ft

ELECTRICAL
ROOM
1-274

COMMUNITY
COURT
1-243
1 A1-301
1 A1-301
2 A1-301
2 A1-301
2 A1-302
2 A1-302
SECURE
COURT
1-245
SECURE
ENTRY
HALL
1-102

EOC / COMMUNITY

MEETING ROOM
1-229

EXEC CONFERENCE
ROOM
1-232
CONF. ROOM
1-266
FILE
ROOM
1-268
COPY
ROOM
1-267

ADMIN SUPPORT
OPEN OFFICE (6)
1-249

SECRETARY
1-251

ADMIN MGR
1-252

PUBLIC INFO

ANALYST
1-253
CHIE'F
OFFICE
1-254

DEPUTY CHIEF'S
OFFICE
1-261

OPERATIONS

CAPTAIN OFFICE
1-257

SUPPORT

SERVICES

CAPTAIN OFFICE
1-259

DEPUTY CHIEF'S
OFFICE
1-263
STAIR
1-200A
ELEV
1-201A
RADIO
1-213

RECORDS
SPRVSR
1-222

RECORDS POLICE
CLERKS
1-220
VAULT
1-215
SUPPLY
STOR
1-218

DOCUMENT
CENTER
1-219
MAIL
1-216
SHRED
STOR
1-217
CONF
ROOM
1-225

RECEPTION COUNTERS
1-226
CLOSET
1-255

WAITING AREA
1-248
CLOSET
1-262
CLOSET
1-258
CLOSET
1-264
CLOSET
1-260
COFFEE
BAR
1-250

CIRCULATION
1-265
SGT
OFFICE
1-273
COPY /
WORK
ROOM
1-272

DETECTIVE
OPEN
OFFICE (8)
1-271

STANDARD

INTERVIEW
ROOM
1-281

SERGEANTS
OFFICE
1-284
IT
1-282

SUPPORT
STAFF
OFFICE
1-283
STOR
1-280

LIEUTENANT
1-275

SERGEANTS
I.A.
1-270
ADMIN

ANALYST
I.A.
1-277
SECURE

CONF RM
1-278
FILE
ROOM
1-276

CIRCULATION
1-202
TOILET
1-256
STOR
1-233

SERGEANTS
OFFICE
1-204
KITCH
1-231
TOILET
1-205
TOILET
1-206

PUBLIC LOBBY
1-227
TOILET
1-239
TOILET
1-238
ADA
TOILET
1-237
LIVE
SCAN
ROOM
1-235
INTVW
1-228
SALLY
PORT
1-234

CADETS & VOLS

OPEN OFFICE
1-203
ELEV
1-201B

VISITOR
ENTRY
STOR
1-230
INTVW
ROOM
1-241

SUPPORT

SERV LT
1-221
COFFEE
BAR
1-224
CIRC
1-214

COM MGR
1-211

SUPERVISORS
1-212

LOCKERS
1-210

LOCKERS
1-209

COM ROOM
1-208
COM
VEST
1-207
STAIR
1-200B
CIRC
1-279
CIRC
1-269
ALCOVE
1-240
STAIR
1-246
SECURE
ENTRY

CIRCULATION
1-244
ADA
TOILET
1-236
STAIR
1-121
CLOSET
1-223
CIRC
1-247

CIRCULATION
1-242
ENTRY
HALL
1-120
STAIR
1-103
8 16 32 48
SCALE: 1/8" = 1'-0"

DEPARTMENT COLOR REFERENCE
ADMIN

INVESTIGATIONS
BUREAU

OPERATIONS
BUREAU
PUBLIC

SUPPORT
STAFF

SUPPORT

BUILDING

SUPPORT

SERVICE

FACILITIES

CIRCULATION
N
1 SCALE: 1/8" = 1'-0"
ARCHITECTURAL LEVEL 2 PLAN - CSC BUILDING
FLOOR AREA: 23,640 SF
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-103
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL
LEVEL 3 PLAN -
CSC BUILDING, 1/8"
= 1'-0
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
24 RISERS (7")
1 2
3 4
5 6
7 UP24 RISERS (7")
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
2 A1-201
1 A1-202
1 A1-201
2 A1-202
1 A1-302
1 A1-302
36' 36'
15' 30' 45' 37'
36' 36' 22' 35'
1 A1-301
1 A1-301
2 A1-301
2 A1-301
2 A1-302
2 A1-302
COPY /

WORKSPACE
COFFEE
BAR
COFFEE
BAR
COFFEE
BAR

TRAFFIC
A: 2,179 sq ft

DETECTIVE

DIVISION
A: 5,948 sq ft

COMMUNITY

OUTREACH
& YOUTH

SERVICES
A: 2,215 sq ft
IT
A: 3,092 sq ft
BUNK
ROOMS
A: 326 sq ft
F F
F
ELEV
1-301B
STAIR
1-300A
ELEV
1-301A
OPEN

BREAKROOM
1-340
TOILET
1-323

ROOFTOP

SERGEANTS
OFFICE
1-305 WAITING
AREA
1-303
CRIME

ANALYST
1-306

OPEN OFFICE POLICE
ASSIST & CLERKS (5)
1-302

COPY ROOM /

STORAGE
1-320
FILE
ROOM
1-307
OPEN OFFICE DETECTIVE (22)
1-304
SOFT

INTERVIEW
ROOM
1-319

STANDARD

INTERVIEW
ROOM
1-318
VICTIM

ADVOCATE
1-308

VICTIMS
ABUSE

INTERVIEW
ROOM
1-312

VICTIMS
ABUSE

WAITING
1-314

VICTIMS
ABUSE
M.P.R.
1-313

MONITOR
ROOM
1-316

CHIDREN'S
ROOM
1-311

CHIDREN'S
TOILET
1-310

CLETS, ARJIS,

NJIS, TRAK
1-317

CONFERENCE
ROOM
1-321
CIRC
1-315
CIRC
1-309

CONFERENCE
ROOM
1-326

LIEUTENANT
1-325

TRAFFIC OPEN
OFFICE (16)
1-328
TOILET
1-322

COMMUNITY

SERVICES OPEN
OFFICE (7)
1-331
CODE

ENFORCEMENT
(13)
1-330
I.S.

SYSTEMS
MGR
1-346

TECHNICIANS
OPEN OFFICE (5)
1-345

CONF RM
1-347

WORKSTATION

COMPUTER
EQUIP
1-350

ELECTRICAL
ROOM
1-351

COMPUTER

STAGING
1-349
BUNK
ROOM
1-343
BUNK
ROOM
1-342

CIRCULATION
1-335
SPRVSR
OFFICE
1-332

LIEUTENANT
1-333

ROOFTOP
STAIR
1-300B
CLOSET
1-334
IT
1-352

SERGEANT
OFFICE
1-327

MECH ROOF
CIRC
1-348

JANITOR
1-329

MECH ROOF
OPEN
CIRC
1-341
CIRC
1-338
CIRC
1-336

CIRCULATION
1-337
CIRC
1-339
CIRC
1-324

EXTERIOR BALCONY
8 16 32 48
SCALE: 1/8" = 1'-0"

DEPARTMENT COLOR REFERENCE
ADMIN

INVESTIGATIONS
BUREAU

OPERATIONS
BUREAU
PUBLIC

SUPPORT
STAFF

SUPPORT

BUILDING

SUPPORT

SERVICE

FACILITIES

CIRCULATION
N
1 SCALE: 1/8" = 1'-0"
ARCHITECTURAL LEVEL 3 PLAN - CSC BUILDING
FLOOR AREA: 18,000 SF
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-104
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

ROOF PLAN - CSC
BUILDING, 1/8" =
1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
A
A
B
B
C
C
D
D
E
E
F
F
G
G
2 2
3 3
4 4
1 1
5 5
2 A1-201
1 A1-202
1 A1-201
2 A1-202
1 A1-302
1 A1-302
1 A1-301
1 A1-301
2 A1-301
2 A1-301
2 A1-302
2 A1-302
6'
6'
8'
5' 4'
8'
7'
5'
5'
8'
6'
6'
6'
8'
6' 2'
TYP
7'
6'
36' 36' 36' 36' 22' 35'
15' 30' 45' 37'
7'
5'
ESTIMATED (385) 39"X78"

BALLASTED PV PANELS
(22)
(112)
(72)
(61)
(13)
(90)
(15)
LEVEL 3 BALCONY
ROOF
LEVEL 3 ROOFTOP
LEVEL 3
MECH
ROOF

MECH ROOF
LEVEL 2 BALCONY
LEVEL 2

BALCONY
LEVEL 1 SECURE PATIO

VISITOR

ENTRY ROOF

VISITOR
ENTRY
CANOPY

SKYLIGHT
CUPOLA
ROOF
ELEV
1-401B
STAIR
1-400A
ELEV
1-401A
8 16 32 48
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/8" = 1'-0"

ARCHITECTURAL ROOF PLAN - CSC BUILDING
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-201
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

BUILDING

ELEVATIONS - CSC
BUILDING, 1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT

G F E D C B A
+27'-0"
0 First Floor
+39'-0"
1 Second Floor
+53'-0"
2 Third Floor
+67'-0"
3 Roof

A B C D E F G
+27'-0"
1 First Floor
+39'-0"
2 Second Floor
+53'-0"
3 Third Floor
+67'-0"
4 Roof
+30'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
1 SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"

NORTH ELEVATION - CSC BUILDING
2 SCALE: 1/8" = 1'-0"

SOUTH ELEVATION - CSC BUILDING
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-202
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

BUILDING

ELEVATIONS - CSC
BUILDING, 1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
5 4 3 2 1
+27'-0"
1 First Floor
+39'-0"
2 Second Floor
+53'-0"
3 Third Floor
+67'-0"
4 Roof
12'-0" 14'-0" 14'-0" 3'-6" 5'-0"
43'-6"
48'-6"
1 2 3 4 5
+27'-0"
0 First Floor
+39'-0"
1 Second Floor
+53'-0"
2 Third Floor
+67'-0"
3 Roof
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
1 SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"

EAST ELEVATION - CSC BUILDING
2 SCALE: 1/8" = 1'-0"

WEST ELEVATION - CSC BUILDING
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-301
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

BUILDING

SECTIONS - CSC
BUILDING, 1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 2 3 4 5
20' 14'
37' 45' 30' 15'
37' BLDG HEIGHT
(45' MAX ALLOWED)
12' 14' 14'
ADMIN
PATROL

DETECTIVE

DIVISION
SECURE
PATIO

ROOFTOP

FUNCTIONAL

FITNESS
AREA
SECURE
ENTRY
HALL
+33'-0"
SECURE
ENTRY
+27'-0"
+39'-0"
+53'-0"
+67'-0"
LEVEL 1
LEVEL 2
LEVEL 3
ROOF
+30'-0"

CADETS &
VOLS

BEHIND SECURE
COURT

A B C D E F G
26' 14'
37' BLDG HEIGHT
(45' MAX ALLOWED)
36' 36' 36' 36' 22' 35'
PUBLIC
LOBBY

COMMUNITY

OUTREACH &
YOUTH

SERVICES
CRIME

REDUCTION

COMMUNITY

ENGAGEMENT
IT

PATROL HOLDING

FACILITY

SALLY PORT

VISITOR
ENTRY
+30'-0"
+39'-0"
+53'-0"
+67'-0"
+27'-0"
LEVEL 1
LEVEL 2
LEVEL 3
ROOF

W TOILET M TOILET TOILET

TOILETTOILET
LIVE
SCAN
ROOM

MECH ROOF

VISITOR
ENTRY
HALL

FUNCTIONAL

FITNESS
AREA
ELEV

COMMUNITY
COURT
MULTIPURPOSE
AREA
BREAK

AREA / KIOSK
SECURE
COURT
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"

DEPARTMENT COLOR

REFERENCE
ADMIN

INVESTIGATIONS
BUREAU

OPERATIONS
BUREAU
PUBLIC

SUPPORT
STAFF

SUPPORT

BUILDING

SUPPORT

SERVICE

FACILITIES

CIRCULATION
1 SCALE: 1/8" = 1'-0"

SECTION A-A, ARCHITECTURAL BUILDING SECTIONS - CSC BUILDING 2 SCALE: 1/8" = 1'-0"

SECTION B-B, ARCHITECTURAL BUILDING SECTIONS - CSC BUILDING Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-302
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

BUILDING

SECTIONS - CSC
BUILDING, 1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
1 2 3 4 5
12' 14' 14'
37' BLDG HEIGHT
(45' MAX. ALLOWED)
37' 45' 30' 15'

RECORDS

MEN'S LOCKER
ROOM
TOILET

COMMUNITY

ENGAGEMENT

TRAFFIC

COMMUNITY

OUTREACH & YOUTH

SERVICES
+33'-0"
+39'-0"
+53'-0"
+67'-0"
+27'-0"
LEVEL 1
LEVEL 2
LEVEL 3
ROOF
+30'-0"
PUBLIC
LOBBY

CIRC TOILET
CIRC
EOC /

COMMUNITY

MEETING
ROOM

ROOFTOP
8 16 32 48
SCALE: 1/8" = 1'-0"

G F E D C B A
12' 14' 14'
37'BLDG HEIGHT
(45' MAX ALLOWED)
35' 22' 36' 36' 36' 36'

COMMUNITY

ENGAGEMENT
PATROL

HOLDING

FACILITY

SALLY PORT

COMMUNITY
COURT
CRIME

REDUCTION

COMMUNITY

ENGAGEMENT
OFFICE
IT
+30'-0"
+39'-0"
+53'-0"
+67'-0"
+27'-0"
LEVEL 1
LEVEL 2
LEVEL 3
ROOF
SECURE
COURT

CIRC CIRC
BREAK
AREA /
KIOSK

FUNCTIONAL

FITNESS AREA

MULTI-PURPOSE
AREA

MECH ROOF

TOILET PUBLIC
LOBBY

COMMUNITY

OUTREACH &
YOUTH

SERVICES
SCAN
ROOM

INTVW TOILET

DEPARTMENT COLOR

REFERENCE
ADMIN

INVESTIGATIONS
BUREAU

OPERATIONS
BUREAU
PUBLIC

SUPPORT
STAFF

SUPPORT

BUILDING

SUPPORT

SERVICE

FACILITIES

CIRCULATION
1 SCALE: 1/8" = 1'-0"

SECTION C-C , ARCHITECTURAL BUILDING SECTIONS - CSC BUILDING 2 SCALE: 1/8" = 1'-0"

SECTION D-D , ARCHITECTURAL BUILDING SECTIONS - CSC BUILDING Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-701
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 1 - PUBLIC PLAZA AT AMADOR AND MAINE STREETS
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-702
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 2 - PUBLIC PLAZA OPEN SPACE AND PROJECT IDENTITY SIGN Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-703
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 3 - WEST END OF PUBLIC PLAZA LOOKING TOWARD COMMUNITY ENGAGEMENT ROOM Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-704
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 4 - PUBLIC DRINKING FOUNTAIN, COMMUNITY SAFETY CENTER SEEN BEYOND Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-705
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 5 - WALKING TOWARD THE COMMUNITY SAFETY CENTER FROM THE PUBLIC PLAZA Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-706
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 6 - COMMUNITY SAFETY CENTER VISITOR PARKING IN EVERYDAY USE Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-707
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 7 - 'UNITY' CANOPY - MAIN VISITOR PARKING ENTRY TO THE COMMUNITY SAFETY CENTER Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-708
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 8 - COMMUNITY EVENTS SPACE IN VISITOR PARKING LOT
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-709
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 9 - WEEKEND ART FAIR IN PUBLIC PLAZA
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-710
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 10 - BIRD'S EYE VIEW FROM AMADOR, LOOKING SOUTHWEST Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A1-711
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

RENDERING
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
VIEW 11 - BIRD'S EYE VIEW FROM SECURE PARKING, LOOKING SOUTHEAST Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A2-101-E
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

EXISTING FIRST

FLOOR PLAN -

POLICE SERVICES
BUILDING, 1/8" =
1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
A A
B B
F F
241'
81'
3 A2-201
1 A2-201
1 1
E E
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
C C
D D
14 14
4 A2-201
2 A2-201

MEZANINE FLOOR ABOVE

TO BE REMOVED IN
PHASE 1

REMOVE ONE

MAINTENANCE BAY TO

ACCOMMODATE FIRING
RANGE
(E) CHAIN LINK FENCE TO

BE REMOVED FOR

PARKING

OFFICE SPACES NOT

SHOWN, TO BE REMOVED
(E)
FLEET

MAINTENANCE
[TO REMAIN IN
PHASE 1] (E) LUBE PIT
(E)

MACHINE
SHOP
(E)

WELDING
SHOP
(E) TIRE

REPAIR &
BROOM
MAKING
(E)
TOILET
(E) PIT FOR
WHEEL

ALIGNMENT
FD
(E)

WAREHOUSE
[RELOCATES
IN PHASE 1]

OFFICES
AREA

COVERED

STORAGE
AREA
(E) WASH
RACK &
STEAM

CLEANING
(E) FD
(E) FD (E) FD (E) FD (E) FD (E) FD
(E) FD
(E)
FUEL

STATION
[TO REMAIN]
8 16 32 48
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/8" = 1'-0"

EXISTING PUBLIC WORKS MAINTENANCE BUILDING
FLOOR AREA: 19,400 SF
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A2-101-PH1
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

FLOOR PLAN -

POLICE SERVICES
BUILDING, 1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
A A
B B
F F
241'
81'
+35'
3 A2-201
1 A2-201
24 SERGEANTS
OFFICE
2-114

TRAINING

CLASSROOM
2-111
FIRING RANGE - 25
YARD 8 LANE
2-100
MAINT
2-112
STOR
2-113

FACILITY

SUPPLIES

STORAGE
2-110
SWAT/
HNT
2-115

EQUIPMENT
ISSUE
2-116

PATROL &
SWAT
ARMORY
2-123
WC
2-104
WC
2-105

CLEANING
2-131
SWAT

STAGING
AREA
2-121
STOR
2-119

TRAINING SGT
OFFICE
2-109
ARMORY
2-103

GUN CLEANING
2-102
TECH
TEAM
2-118
IT/
SEC
2-120

EVIDENCE
TECH
2-129

VESTIBULE
2-101

RANGE STORAGE
2-108

EVIDENCE
PREP
2-130

EVIDENCE

VIEWING
2-124
WC
2-126
PPE
STOR
2-128

EVIDENCE

STORAGE
2-132
HIGH
VALUE
2-127
CIRC
2-107
CIRC
2-106
CIRC
2-117
CIRC
2-122
FLEET

MANAGER
2-125
1 1
E E
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
C C
D D
14 14
4 A2-201
2 A2-201

ROOFTOP ACCESS

FOR FIRING RANGE

HVAC UNITS
4' LIGHT CANOPY

OVER ENTRANCE
ABOVE
(E) CORRUGRATED

METAL CANOPY
ABOVE

NEW CURBED SLAB

FOR FIRING RANGE

HVAC HVAC
(E)
FLEET

MAINTENANCE
[TO REMAIN IN
PHASE 1] (E) LUBE PIT
(E)

MACHINE
SHOP
(E)

WELDING
SHOP
(E) TIRE

REPAIR &
BROOM
MAKING
(E)
TOILET
(E) PIT FOR
WHEEL

ALIGNMENT
PROF. STAND:

RECRUITMENT & FACILITIES

EMERGENCY SERVICES

UNIT ARMORY / SWAT

EVIDENCE

PICK-UP
(E) WASH
RACK &
STEAM

CLEANING
(E) FD
(E) FD (E) FD (E) FD (E) FD (E) FD
(E) FD

VISITING AGENCY

PARKING

VISITING AGENCY

ENTRANCE
8 16 32 48
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/8" = 1'-0"
PHASE 1 FLOOR PLAN, POLICE SERVICES BUILDING

INITIALLY FLEET MAINTENANCE OPERATIONS TO REMAIN
NOTE: ONE VEHICLE BAY BETWEEN GRID LINE 6 & 7 REMOVED TO

ACCOMMODATE
FLOOR AREA: 19,400 SF
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A2-101-PH2
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

FLOOR PLAN -

POLICE SERVICES
BUILDING, 1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
A A
B B
F F
241'
81'
+35'
3 A2-201
1 A2-201
24 SERGEANTS
OFFICE
2-114

TRAINING

CLASSROOM
2-111
FIRING RANGE - 25
YARD 8 LANE
2-100
MAINT
2-112
STOR
2-113

FACILITY

SUPPLIES

STORAGE
2-110
SWAT/
HNT
2-115

EQUIPMENT
ISSUE
2-116

PATROL &
SWAT
ARMORY
2-123
WC
2-104
WC
2-105

CLEANING
2-131
SWAT

STAGING
AREA
2-121
STOR
2-119

TRAINING SGT
OFFICE
2-109
ARMORY
2-103

GUN CLEANING
2-102
TECH
TEAM
2-118
IT/
SEC
2-120

EVIDENCE
TECH
2-129

VESTIBULE
2-101

RANGE STORAGE
2-108

EVIDENCE
PREP
2-130

EVIDENCE

VIEWING
2-124
WC
2-126

VIDEO TAPE

EVIDENCE
2-137
DRUGS

STORAGE
2-139

HOMICIDE

STORAGE
2-140
DRYING
ROOM
2-135

HAZ MAT

EVIDENCE
2-138
PPE
STOR
2-128
CSI

PROCESSING
LAB
2-136

EVIDENCE

STORAGE
2-134

IMPOUND

VEHICLE

STORAGE
2-133

FOUND /

EVIDENCE

STORAGE
2-144

EVIDENCE

DISPOSAL
2-143

PROPERTY

BICYLCLE
2-142

VEHICLE

ANALYSIS
BAY
2-141

EVIDENCE

STORAGE
2-132
HIGH
VALUE
2-127
CIRC
2-107
CIRC
2-106
CIRC
2-117
CIRC
2-122
FLEET

MANAGER
2-125
1 1
E E
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
C C
D D
14 14
4 A2-201
2 A2-201

ROOFTOP ACCESS

FOR FIRING RANGE

HVAC UNITS
4' LIGHT CANOPY

OVER ENTRANCE
ABOVE
(E) CORRUGRATED

METAL CANOPY
ABOVE

NEW CURBED SLAB

FOR FIRING RANGE

HVAC HVAC
PROF. STAND:

RECRUITMENT & FACILITIES

EMERGENCY SERVICES

UNIT ARMORY / SWAT

EVIDENCE

PICK-UP

VISITING AGENCY

PARKING

VISITING AGENCY

ENTRANCE
8 16 32 48
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/8" = 1'-0"
PHASE 2 FLOOR PLAN - POLICE SERVICES BUILDING

FUTURE POLICE SERVICE USE AFTER FLEET MAINTENANCE RELOCATES FLOOR AREA: 19,400 SF
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A2-102
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

ROOF PLAN -

POLICE SERVICES
BUILDING, 1/8"=1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
A A
B B
F F
3 A2-201
1 A2-201
(E) SHEET METAL
GUTTER
(E) SHEET METAL
GUTTER, TYP.
(E) SHEET
METAL

GUTTER,
TYP.
(E) SHEET
METAL
GUTTER, TYP.
(E) SHEET METAL
GUTTER, TYP.
(E) SHEET
METAL

GUTTER,
TYP.
(E) SHEET
METAL

GUTTER,
TYP.
1 1
E E
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
13 13
C C
D D
14 14
4 A2-201
2 A2-201
(E) STANDING

SEAM METAL
ROOF
(E) CORRUGATED

METAL CANOPY
(E) SLOPE (E) SLOPE
(E) SLOPE
(E) SLOPE
(E) SLOPE(E) SLOPE
(E) SLOPE
8 16 32 48
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/8" = 1'-0"

ROOF PLAN, POLICE SERVICES BUILDING
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A2-141
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL
FIRING RANGE, 1/8"
=1'-0" W/MRF

PHOTOS & DETAILS
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
D
F

ROOFTOP ACCESS

FOR FIRING RANGE

HVAC UNITS

HVAC HVAC
A: 4,265 sq ft

FACILITY

SUPPLIES

STORAGE

TRAINNING SGT
OFFICE
1 E
2 3 4 5 6 7
C

FIRING RANGE -
25 YARD 8 LANE
8 16 32 48
SCALE: 1/8" = 1'-0"
N
1 SCALE: 1/8" = 1'-0"

ENLARGED FIRING RANGE FLOOR PLAN
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A2-201
20273
Issue:

Project
Sheet _____ of _____
2/9/2024

VALLEJO

COMMUNITY

SAFETY CENTER
111 AMADOR STREET
VALLEJO CA 94590
BP
Project Architect PN
Drafted By YC AP VH NH
Drafted By BP PN

ARCHITECTURAL

BUILDING

ELEVATIONS,

POLICE SERVICES
BUILDING, 1/8" =
1'-0"
Scale:

DRAWING SCALE REFERENCES
APPLY TO 30" X 42" SHEET SIZE
DRAFT
8 16 32 48
SCALE: 1/8" = 1'-0"

F E D C B A

SHEET MTL
RWL, TYP.
(E) CORRUGATED

METAL SIDING
(E) STANDING

SEAM METAL ROOF
(E) CORRUGATED

METAL CANOPY
(E) ROLLING
DOOR, TYP.
(E) PRECAST
PANELS

A B C D E F
23'-1"
VIF
(E) SHEET

MTL RWL,
TYP.
(E) PRECAST
PANELS
(E) ROLLING
DOOR, TYP.
(E) WINDOW,
TYP.
(E) DOOR
TYP.
(E) CORRUGATED

METAL CANOPY
(E) STANDING

SEAM METAL ROOF
14 13 12 11 10 9 8 7 6 5 4 3 2 1

SHEET MTL
RWL, TYP.
(E)

CORRUGATED

METAL SIDING
(E) STANDING

SEAM METAL ROOF
(E) ROLLING
DOOR, TYP.
(E) PRECAST
PANELS
(E) CORRUGATED

METAL CANOPY
1 2 3 4 5 6 7 8 9 10 11 12 13 14
10'-0"
CLEAR
(E) CORRUGATED

METAL SIDING
(E) SHEET MTL
RWL, TYP.
(E) PRECAST
PANELS
(E) CORRUGATED

METAL CANOPY
(E) STANDING

SEAM METAL
ROOF
(E) ROLLING
DOOR, TYP.
4' LIGHT METAL

MEZZANINE CANOPY

FLOOR TBR
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"
8 16 32 48
SCALE: 1/8" = 1'-0"
2 SCALE: 1/8" = 1'-0"
West Elevation
1 SCALE: 1/8" = 1'-0"
East Elevation
3 SCALE: 1/8" = 1'-0"
North Elevation
4 SCALE: 1/8" = 1'-0"
South Elevation
Architect
Consultant
File Date
Architect of Record
Sheet Title
Sheet Number
Project Number
A3-101
20273
Issue:

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