3-P2218 - D4 Security Plans Issued for Bid 2025-12-03.pdf

DRAWING INDEXPROJECT SCOPESITE DATA

1100 SEMINARY AVE.

OAKLAND, ca 94621

DIVISION-4 SEMINARY Facility

SECURITY CAMERA

ENHANCEMENT PROJECT

VICINITY MAP

PROJECT

SITE

REFERENCES:

7770 PARDEE LANE, SUITE 100

OAKLAND, CA 94621

CHOW ENGINEERING, INC.

Phone: (510) 636-8500

24R-114_C-0.0_Cover Sheet_D4-Seminary-Security

SCOPE OF WORK

1. INSTALL NEW SECURITY CAMERAS AND CARD READERS AT SELECTED LOCATIONS.

2. REMOVE EXISTNG CAMERAS AND CARD READERS. REMOVE ASSOCIATED CONDUIT AND WIRING.

PATCH ANY HOLES, PENETRATIONS, ETC. TO MATCH EXISTING IF CAMERA OR CARD READER IS NOT BEING REPLACED. IF CAMERA OR CARD READER IS BEING REPLACED, CONDUIT AND CABLING CAN

BE REUSED, IF IN GOOD CONDITION.

3. INSTALL NEW EQUIPMENT AND ASSOCIATED FIXTURES INCLUDING NEW ACCESS CONTROL SYSTEMS

4. INSTALL NEW ELECTRICAL WIRING AND CONDUIT FOR NEW CAMERA SYSTEMS, ALONG WITH ALL

REQUIRED COMPONENTS.

5. RE-KEY ALL DOORS TO MATCH THE EXISTING PRIMUS SCHLAGE EVEREST MASTER KEY SYSTEM.

6. REPLACE OR UPGRADE EXISTING DOORS AND HARDWARE AT SELECTED LOCATIONS THROUGHOUT

THE FACILITY.

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AutoCAD SHX Text SHEET DWG NO. SHEET TITLE DWG NO. SHEET TITLE SHEET TITLE 1. C-0.0 COVER SHEET C-0.0 COVER SHEET COVER SHEET 2. C-1.0 GENERAL NOTES, CONSTRUCTION, DEMO NOTES, MATERIAL REQUIREMENTS C-1.0 GENERAL NOTES, CONSTRUCTION, DEMO NOTES, MATERIAL REQUIREMENTS GENERAL NOTES, CONSTRUCTION, DEMO NOTES, MATERIAL REQUIREMENTS 3. C-2.1 FACILITY SITE PLAN C-2.1 FACILITY SITE PLAN FACILITY SITE PLAN 4. C-3.1A TRANSPORTATION/ ADMIN BLDG 1ST FLOOR PLAN C-3.1A TRANSPORTATION/ ADMIN BLDG 1ST FLOOR PLAN TRANSPORTATION/ ADMIN BLDG 1ST FLOOR PLAN 5. C-3.1B TRANSPORTATION/ ADMIN BLDG 2ND FLOOR PLAN C-3.1B TRANSPORTATION/ ADMIN BLDG 2ND FLOOR PLAN TRANSPORTATION/ ADMIN BLDG 2ND FLOOR PLAN 6. C-3.2A MAINTENANCE BLDG 1ST FLOOR PLAN C-3.2A MAINTENANCE BLDG 1ST FLOOR PLAN MAINTENANCE BLDG 1ST FLOOR PLAN 7. C-3.2B MAINTENANCE BLDG 2ND FLOOR PLAN C-3.2B MAINTENANCE BLDG 2ND FLOOR PLAN MAINTENANCE BLDG 2ND FLOOR PLAN 8. C-3.3 FUEL ISLAND BLDG PLAN C-3.3 FUEL ISLAND BLDG PLAN FUEL ISLAND BLDG PLAN 9. C-3.4 BUS WASH BLDG PLAN C-3.4 BUS WASH BLDG PLAN BUS WASH BLDG PLAN 10. C-3.5 PARKING GARAGE PLANS C-3.5 PARKING GARAGE PLANS PARKING GARAGE PLANS 11. C-4.1 TYPICAL ELECTRICAL ROOM PLANS AND ELEVATIONS C-4.1 TYPICAL ELECTRICAL ROOM PLANS AND ELEVATIONS TYPICAL ELECTRICAL ROOM PLANS AND ELEVATIONS 12. C-4.2 TYPICAL DOOR PLANS AND ELEVATIONS C-4.2 TYPICAL DOOR PLANS AND ELEVATIONS TYPICAL DOOR PLANS AND ELEVATIONS 13. C-6.1 WALL DETAILS C-6.1 WALL DETAILS WALL DETAILS 14. C-7.1 DOOR MATRIX C-7.1 DOOR MATRIX DOOR MATRIX 15. C-7.2 SECURITY KEY MATRIX C-7.2 SECURITY KEY MATRIX SECURITY KEY MATRIX 16. C-7.3 SECURITY CAMERA & CARD READER MATRIX C-7.3 SECURITY CAMERA & CARD READER MATRIX SECURITY CAMERA & CARD READER MATRIX 17. T-1.1 EQUIPMENT SCHEMATICST-1.1 EQUIPMENT SCHEMATICSEQUIPMENT SCHEMATICS

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COVER SHEET & DRAWING INDEX

AutoCAD SHX Text PROJECT ADDRESS : 1100 SEMINARY BLVD, OAKLAND, CA 94621 1100 SEMINARY BLVD, OAKLAND, CA 94621 PROJECT SITE APPROX. AREA : 100,000 sf PROJECT SITE DISTURBED PAVEMENT AREA : 0 sf 0 sf

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DRAWN BY:

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DESIGNED BY:

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ACT DIVISION MANAGER:

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A-E PROJECT MANAGER:

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CHECKED BY:

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CONTRACT #

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ACT PROJECT MANAGER:

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AC TRANSIT DIVISION 4 SEMINARY

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FACILITY SECURITY ENHANCEMENTS

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CAD FILE:

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PROFESSIONAL SEAL:

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NUMBER

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DATE:

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SIZE:

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SHEET OF

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A-E DRAWING NUMBER:

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AC TRANSIT PROJECT NUMBER:

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SCALE:

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AMIR ZAMANI

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DAVID CAMPBELL

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REUBEN CHOW

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LISA KIMURA

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PAUL ORTIZ

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ISSUE FOR BID

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AutoCAD SHX Text P2218

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SPECIAL INSPECTIONS

REFERENCES:

7770 PARDEE LANE, SUITE 100

OAKLAND, CA 94621

CHOW ENGINEERING, INC.

Phone: (510) 636-8500

24R-114_C-1.0_Genl-Notes-Legend-Abbv

ABBREVIATIONS

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1. COMPLY W/DRAWINGS: IT SHALL BE THE RESPONSIBILITY OF THE COMPLY W/DRAWINGS: IT SHALL BE THE RESPONSIBILITY OF THE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE, SUPERVISE, AND COMMUNICATE WITH THE ENGINEER, OWNER, AND SUBCONTRACTORS ALL WORK TO INSURE CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS. 2. FIRE EXTINGUISHER: CONTRACTOR SHALL PROVIDE AND MAINTAIN A PORTABLE FIRE EXTINGUISHER: CONTRACTOR SHALL PROVIDE AND MAINTAIN A PORTABLE CONTRACTOR SHALL PROVIDE AND MAINTAIN A PORTABLE FIRE EXTINGUISHER OF THE TYPE SIZE APPROVED BY THE FIRE DEPARTMENT FIELD INSPECTOR AT THE JOB SITE THROUGHOUT CONSTRUCTION. 3. NO HAZARDOUS MATERIALS: NO HAZARDOUS CHEMICALS OR MATERIALS SHALL NO HAZARDOUS MATERIALS: NO HAZARDOUS CHEMICALS OR MATERIALS SHALL NO HAZARDOUS CHEMICALS OR MATERIALS SHALL BE USED OR STORED IN THIS AREA OR ADJACENT AREAS TO THIS PROJECT. 4. HOT WORK: PRIOR WRITTEN APPROVAL AND HOT WORK PERMIT FOR ALL HOT WORK: PRIOR WRITTEN APPROVAL AND HOT WORK PERMIT FOR ALL PRIOR WRITTEN APPROVAL AND HOT WORK PERMIT FOR ALL FIELD WELDING IS REQUIRED. 5. RIGGING: ALL RIGGING SHALL BE SCHEDULED, COORDINATED, AND HAVE PRIOR RIGGING: ALL RIGGING SHALL BE SCHEDULED, COORDINATED, AND HAVE PRIOR ALL RIGGING SHALL BE SCHEDULED, COORDINATED, AND HAVE PRIOR APPROVAL FROM OWNER (AC TRANSIT). 6. SITE CLEANLINESS: CONTRACTOR SHALL PROVIDE LABOR AND EQUIPMENT FOR SITE CLEANLINESS: CONTRACTOR SHALL PROVIDE LABOR AND EQUIPMENT FOR CONTRACTOR SHALL PROVIDE LABOR AND EQUIPMENT FOR DEMOLITION AND REMOVAL OF DEBRIS. LIMITED CONSTRUCTION SPACE REQUIRES THAT ACCUMULATION OF DEBRIS BE REMOVED AT FREQUENT INTERVALS. 7. COMPACTION (MIN): ALL FILL AND BACK FILL SHALL BE COMPACTED TO NOT COMPACTION (MIN): ALL FILL AND BACK FILL SHALL BE COMPACTED TO NOT ALL FILL AND BACK FILL SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D1557-90T. 8. SAWCUT REMOVALS: ALL PAVEMENT AND CONCRETE REMOVALS SHALL BE SAWCUT REMOVALS: ALL PAVEMENT AND CONCRETE REMOVALS SHALL BE ALL PAVEMENT AND CONCRETE REMOVALS SHALL BE SAWCUT. 9. ADJUST (E) TO (F.G.): EXISTING SLABS, CURBS, GUTTERS AND ASPHALT & ADJUST (E) TO (F.G.): EXISTING SLABS, CURBS, GUTTERS AND ASPHALT & EXISTING SLABS, CURBS, GUTTERS AND ASPHALT & CONCRETE PAVEMENT WITHIN THE LIMITS OF NEW CONSTRUCTION SHALL BE ADJUSTED TO FINAL GRADE, UNLESS INDICATED OTHERWISE. 10. CONCRETE JOINTS: JOINTS IN CONCRETE CURBS, GUTTERS AND WALKS SHALL CONCRETE JOINTS: JOINTS IN CONCRETE CURBS, GUTTERS AND WALKS SHALL JOINTS IN CONCRETE CURBS, GUTTERS AND WALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 303-5.4 OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" UNLESS INDICATED OTHERWISE.

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%%UCONSTRUCTION NOTES

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1. ALL WORK SHALL BE IN COMPLIANCE WITH THE 2022 CALIFORNIA BUILDING ALL WORK SHALL BE IN COMPLIANCE WITH THE 2022 CALIFORNIA BUILDING CODE, 2022 CALIFORNIA FIRE CODE, 2022 CALIFORNIA MECHANICAL CODE, 2022 CALIFORNIA ELECTRICAL CODE, 2022 CALIFORNIA PLUMBING CODE, AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE PROJECT THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE PROJECT DOCUMENTS WITH CONDITIONS AT THE SITE, AND SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. ANY DEVIATION, SUBSTITUTION OR ALTERATION TO THE DESIGN SHALL BE SUBJECT TO REVIEW BY THE ENGINEER. 3. ALL BUILDING AND UTILITY INFORMATION SHALL BE VERIFIED AND/OR REVISED ALL BUILDING AND UTILITY INFORMATION SHALL BE VERIFIED AND/OR REVISED AS NECESSARY BY THE CONTRACTOR IN THE FIELD. 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE APPLIED, SUBJECT TO REVIEW BY THE ENGINEER. 5. SHOP DRAWINGS: CONTRACTOR SHALL SUBMIT 3 SETS OF SHOP DRAWINGS TO SHOP DRAWINGS: CONTRACTOR SHALL SUBMIT 3 SETS OF SHOP DRAWINGS TO CONTRACTOR SHALL SUBMIT 3 SETS OF SHOP DRAWINGS TO THE OWNER (AC TRANSIT) FOR APPROVAL. PRIOR TO COMMENCING WORK. 6. DISCREPANCIES: THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING DISCREPANCIES: THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR OF ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODES, RULES AND REGULATIONS. UPON RECEIPT OF SUCH INFORMATION, THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND WORK SHALL BE PERFORMED IN A MANNER AS DIRECTED BY THE ENGINEER. 7. SAFETY: THE CONTRACTOR SHALL DESIGN AND PROVIDE ADEQUATE SAFETY SAFETY: THE CONTRACTOR SHALL DESIGN AND PROVIDE ADEQUATE SAFETY THE CONTRACTOR SHALL DESIGN AND PROVIDE ADEQUATE SAFETY PRECAUTIONS AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING THE CONSTRUCTION. 8. THE CONTRACTOR SHALL BE SOLEY AND COMPLETELY RESPONSIBE FOR JOB THE CONTRACTOR SHALL BE SOLEY AND COMPLETELY RESPONSIBE FOR JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 9. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND AC TRANSIT EMPLOYEES AND THE PUBLIC ARE PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPT. OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS." 10. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT PROPERTY, THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND BE RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT. 11. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON THIS ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS, WHETHER OR NOT SHOWN ON THESE DRAWINGS. 12. INSPECTIONS: ANY INSPECTIONS, SPECIAL OR OTHERWISE, THAT ARE REQUIRED INSPECTIONS: ANY INSPECTIONS, SPECIAL OR OTHERWISE, THAT ARE REQUIRED ANY INSPECTIONS, SPECIAL OR OTHERWISE, THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR THESE PLANS, SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE, OR SUBSTITUTE, INSPECTIONS UNLESS SPECIFICALLY CONTRACTED FOR. 13. PERMITS: THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL OBTAIN ALL PERMITS: THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL OBTAIN ALL : THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL OBTAIN ALL REQUIRED PERMITS. 14. AS-BUILTS: THE CONTRACTOR SHALL SUBMIT "AS-BUILT" DRAWINGS IN AS-BUILTS: THE CONTRACTOR SHALL SUBMIT "AS-BUILT" DRAWINGS IN : THE CONTRACTOR SHALL SUBMIT "AS-BUILT" DRAWINGS IN ELECTRONIC AND HARD COPY TO THE OWNER (AC TRANSIT) UPON COMPLETION OF WORK. 15. CONTRACTOR RESPONSIBLE FOR PROTECTION OF NEARBY STORM WATER CONTRACTOR RESPONSIBLE FOR PROTECTION OF NEARBY STORM WATER CATCH BASINS

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1. THE CONTRACTOR SHALL COMPLY WITH ALL SPECIAL INSPECTIONS REQUIRED BY THE THE CONTRACTOR SHALL COMPLY WITH ALL SPECIAL INSPECTIONS REQUIRED BY THE STATE AND LOCAL AGENCIES AS STATED IN THE 2022 CBC SECTION 1705. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF ALL SPECIAL INSPECTIONS AND TESTING. 2. INSPECTIONS SHALL INCLUDE DOOR FIRE RATINGS AND LABELING.INSPECTIONS SHALL INCLUDE DOOR FIRE RATINGS AND LABELING.

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1. ALL SITE DEMOLITION ACTIVITIES, CAPTURE AND OFFSITE DISPOSAL OF CONCRETE ALL SITE DEMOLITION ACTIVITIES, CAPTURE AND OFFSITE DISPOSAL OF CONCRETE CUTTING WATER GENERATED FROM DUST MANAGEMENT AND DISPOSAL DEBRIS SHALL COMPLY WITH THE CONTRACT SPECIFICATIONS AND APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS AND REGULATIONS. DEBRIS AND FILL MATERIAL EXCAVATED FOR THE SITE SHALL BE HAULED TO AN APPROVED DISPOSAL SITE. CONTRACTOR WILL BE REQUIRED TO PROVIDE PROOF THE PROPOSED DUMP SITE IS PERMITTED. 2. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY ALL SITE CONDITIONS THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY ALL SITE CONDITIONS ILLUSTRATED TO BE DEMOLISHED AND IF THERE ARE PRE-BID QUESTIONS OR PERCEIVED & REAL CONFLICTS REGARDING CONSTRUCTION. 3. THE CONTRACTOR SHALL NOT INTERRUPT EXISTING UTILITIES SERVICING THE CONTRACTOR SHALL NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER DURING THE DEMOLITION AND SITE IMPROVEMENTS. IF A UTILITY INTERRUPTION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE THE INTERRUPTION WITH THE OWNER AND PROPER NOTIFICATIONS WILL BE ISSUED TO THE USERS. NOTIFICATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE CONTRACTOR SHALL RESTORE ANY STRUCTURES, UTILITY, PAVEMENT, THE CONTRACTOR SHALL RESTORE ANY STRUCTURES, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. WITHIN THE LIMITS OF THE SITE OR ADJOINING PROPERTIES DISTURBED OR DAMAGED DURING DEMOLITION ACTIVITIES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL AND MAINTAIN TRAFFIC THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL AND MAINTAIN TRAFFIC CONTROL DEVICES FOR PROTECTION OF PEDESTRIANS AND VEHICULAR TRAFFIC. CONTROLS MAY CONSIST OF BUT NOT BE LIMITED TO: BARRICADES WITH FLASHING LIGHTS, TRAFFIC CONES, AND TEMPORARY FENCING. 6. THE CONTRACTOR SHALL MAINTAIN A CLEAN PROJECT AREA. WORK AREAS TO THE CONTRACTOR SHALL MAINTAIN A CLEAN PROJECT AREA. WORK AREAS TO BE LEFT "BROOM CLEAN" EACH DAY. 7. LAY DOWN AND STAGING AREAS ARE SHOWN ON DRAWING C-2. LAY DOWN AND STAGING AREAS ARE SHOWN ON DRAWING C-2. 8. SEE SPECS SEE SPECS

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%%UDEMOLITION NOTES

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1. CABLING CAN BE RUN FREE-AIR VIA PLENUM-RATED CABLE, THEN PROTECTED FROM DAMAGE WHEN RUN VERTICALLY DOWN WALLS OR THROUGH WALLS OR WHENEVER APPLICABLE. 2. CAT6 CABLING TO BE GREATER THAN 24" FROM CEILING IN SERVICE BAYS. 3. CONTRACTOR TO COORDINATE WITH AC TRANSIT. AC TRANSIT IT DEPARTMENT WILL PROVIDE THE EQUIPMENT IP ADDRESSES AND OTHER NEWTORK RELATED INFORMATION NEEDED SO THAT EQUIPMENT IP ADDRESSES AND OTHER NEWTORK RELATED INFORMATION NEEDED SO THAT IT CAN BE COMPATIBLE WITH DISTRICT EXISTING CAMERAS AND BADGE SYSTEMS AND NETWORK INFRASTRUCTURE. 4. WIRING SHALL BE RUN AROUND RESTROOMS AND LOCKER ROOMS WHICH HAVE HIGH HUMIDITY AND COULD DAMAGE WIRES. WIRING SHALL NOT PASS THROUGH RESTROOMS OR LOCKER ROOMS. 5. CONTRACTOR TO LAYOUT CONDUIT AND CABLING RUNS. IF DISTANCE FROM INDIVIDUAL RUN APPROACHES 300 LINEAR FEET, NOTIFY DISTRICT AND PROPOSA REMEDY TO ISSUE (E.G., ETHERNET REPEATER). OBTAIN CONCURRENCE WITH PLAN BEFORE PROCEEDING.

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%%UCABLING NOTES

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%%UEQUIPMENT LIST

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AXIS P3267-LVE DOME CAMERA

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AXIS P3737-PLE PANORAMIC CAMERA

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AXIS P4705-PLVE PANORAMIC CAMERA

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AXIS P1467-LE BULLET CAMERA

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NVR DESIGN PARAMETERS

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ACT DIVISION MANAGER:

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A-E PROJECT MANAGER:

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CHECKED BY:

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CONTRACT #

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ACT PROJECT MANAGER:

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AC TRANSIT DIVISION 4 SEMINARY

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FACILITY SECURITY ENHANCEMENTS

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CAD FILE:

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PROFESSIONAL SEAL:

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NUMBER

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DATE:

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SIZE:

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SHEET OF

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A-E DRAWING NUMBER:

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AC TRANSIT PROJECT NUMBER:

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AMIR ZAMANI

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DAVID CAMPBELL

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REUBEN CHOW

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LISA KIMURA

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PAUL ORTIZ

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2025-XXXX

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ISSUE FOR BID

AutoCAD SHX Text 12.03.25

AutoCAD SHX Text P2218

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REFERENCE SHEET FROM WHICH SECTION, DETAIL OR ELEVATION IS REFERENCED.

AutoCAD SHX Text SUBSEQUENT REFERENCE SHEETS FROM WHICH SECTION, DETAIL OR ELEVATION IS REFERENCED.

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*SECTION, DETAIL. OR ELEVATION IDENTIFICATION

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REFERENCE SHEET ON WHICH SECTION, DETAIL, OR ELEVATION IS DRAWN

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AutoCAD SHX Text STANDARD SECTION DETAIL OR SECTION, DETAIL CUT AND DRAWN ON THE SAME ON THE SAME ON THE SAME SHEET.

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NORTH

AutoCAD SHX Text APPROX APPROXIMATELY APPROXIMATELY BLDG BUILDING BUILDING CONN CONNECTION CONNECTION CONST CONSTRUCTION CONSTRUCTION CB CATCH BASIN CATCH BASIN (E), EXST EXISTING EXISTING EL ELECTRIC LATCH ELECTRIC LATCH ELR ELECTRIC LATCH RETRACTION ELECTRIC LATCH RETRACTION EPT ELECTRICAL POWER TRANSFER ELECTRICAL POWER TRANSFER EXT EXTERIOR EXTERIOR F.F. FINISHED FLOOR FINISHED FLOOR H.P. HORSEPOWER HORSEPOWER LF L.F. LINEAR FEET LINEAR FEET LOC LOCATION LOCATION MIN MINIMUM MINIMUM

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(N) NEW NEW NTS NOT TO SCALE NOT TO SCALE (R) REMOVE REMOVE REX REQUEST-TO-EXIT REQUEST-TO-EXIT R.O. REFERENCE ONLY REFERENCE ONLY SS SANITARY SEWER SANITARY SEWER SD STORM DRAIN STORM DRAIN SW STORM WATER STORM WATER TC TOP OF CURB TOP OF CURB TG TOP OF GRATE TOP OF GRATE TYP TYPICALTYPICAL

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GENERAL NOTES, LEGEND & ABBREVIATIONS

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ELEV.

STOR

UP

121STAIR #1

COMPRESSOR

TRASH

002 MEN

WOMEN

JANITOR

COMPUTER

OFFICE

ELEC

RM.

008 FARE VAULT ROOM

ELEV.

REFERENCES:

7770 PARDEE LANE, SUITE 100

OAKLAND, CA 94621

CHOW ENGINEERING, INC.

Phone: (510) 636-8500

24R-114_C-2.1_Facility Site Plan_4Plumber

N

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SD

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PARKING GARAGE

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PG&E

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PG&E

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SD

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BACK FLOW PREVENTER

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6' STEEL FENCE

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GATE

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GATE

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GATE

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10FT METAL GATE

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GATE

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10' METAL FENCE

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SERVICE SHOP

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HYDROGEN FUEL TANKS

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BARREL STORAGE

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SEED BUMP

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TRENCH PATCH

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FILL STATION

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FILL STATION

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FILL STATION

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FILL STATION

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FILL STATION

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FILL STATION

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FILL STATION

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EAVE

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ICV

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MEMORIAL PLAQUE

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OFFICE BUILDING

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SERVICE BAYS (EQUIPMENT NOT LOCATED)

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6' STEEL FENCE

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BUS WASH

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SERVICE BAYS (EQUIPMENT NOT LOCATED)

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3' DOOR

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OUTDOOR PATIO AREA

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(E) FUEL ISLAND ROOFTOP

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ELEV

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GARAGE STAIRS

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(E) LIGHTPOST (TO REMAIN)

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GATE

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A-E PROJECT MANAGER:

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CONTRACT #

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ACT PROJECT MANAGER:

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AC TRANSIT DIVISION 4 SEMINARY

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FACILITY SECURITY ENHANCEMENTS

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PROFESSIONAL SEAL:

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NUMBER

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DATE:

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SHEET OF

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AC TRANSIT PROJECT NUMBER:

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AMIR ZAMANI

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DAVID CAMPBELL

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REUBEN CHOW

AutoCAD SHX Text

LISA KIMURA

AutoCAD SHX Text

AutoCAD SHX Text

PAUL ORTIZ

AutoCAD SHX Text 2027-1711

AutoCAD SHX Text

ISSUE FOR BID

AutoCAD SHX Text 12.03.25

AutoCAD SHX Text P2218

AutoCAD SHX Text D

AutoCAD SHX Text 12-03-25

AutoCAD SHX Text C-2.1

AutoCAD SHX Text

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

AutoCAD SHX Text

FACILITY SITE PLAN

AutoCAD SHX Text

FACILITY SITE PLAN

AutoCAD SHX Text

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1/64" = 1'-0"

AutoCAD SHX Text

SEE SHEET C-3.3

AutoCAD SHX Text

SEE SHEET C-3.4