Agenda — Richmond City Council, September 23, 2025 (part 3 of 4)

12:03 PM
410
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS

S P E C I F I C A T I O N P R O P O S A L
Data Code Weight Front Weight RearDescription
Price Level
PRL-29D SD PRL-29D (EFF:MY26 ORDERS)
Data Version
DRL-048 SPECPRO21 DATA RELEASE VER 048
Vehicle Configuration
001-177 7,934 6,476114SD PLUS CONVENTIONAL CHASSIS
004-226 2026 MODEL YEAR SPECIFIED
002-002 500 -480SET BACK AXLE - TRACTOR
019-005 5 5TRAILER TOWING PROVISION FORWARD OF FIFTH
WHEEL
003-001 LH PRIMARY STEERING LOCATION
General Service
AA1-001 TRACTOR/TRAILER CONFIGURATION
AA6-001 DOMICILED, USA 50 STATES (INCLUDING CALIFORNIA

AND CARB OPT-IN STATES)
99D-018 CARB CLEAN IDLE LABELS FOR INITIAL REGISTRATION

IN STATES REQUIRING CARB EMISSIONS
CERTIFICATION - (INCLUDES 6X4 INCH LABEL ON

LOWER FORWARD OF DRIVER DOOR)
AF2-013 DOMICILED CALIFORNIA
A85-011 CONSTRUCTION SERVICE
A84-1GM GOVERNMENT BUSINESS SEGMENT
AA4-011 FIXED LOAD COMMODITY
AA5-002 TERRAIN/DUTY: 100% (ALL) OF THE TIME, IN TRANSIT, IS

SPENT ON PAVED ROADS
AB1-008 MAXIMUM 8% EXPECTED GRADE
AB5-001 SMOOTH CONCRETE OR ASPHALT PAVEMENT - MOST

SEVERE IN-TRANSIT (BETWEEN SITES) ROAD SURFACE
995-1AE FREIGHTLINER LEVEL II WARRANTY

2026my 114SD LOWBOY TRACTOR-

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411
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
A66-99D EXPECTED FRONT AXLE(S) LOAD 18000.0 lbs
A68-99D EXPECTED REAR DRIVE AXLE(S) LOAD 46000.0 lbs
A63-99D EXPECTED GROSS VEHICLE WEIGHT CAPACITY 64000.0
lbs
A70-99D EXPECTED GROSS COMBINATION WEIGHT 80000.0 lbs
Truck Service
AF3-2CR TRACTOR ONLY WITH NO BODY UPFIT
Tractor Service
AA2-009 LOWBOY TRAILER
AH6-001 SINGLE (1) TRAILER
Engine
101-3C2 DETROIT DD13 GEN 5 12.8L 525 HP @ 1625 RPM, 1900 GOV RPM, 1850 LB/FT @ 975 RPM
Electronic Parameters
79A-070 70 MPH ROAD SPEED LIMIT
79B-000 CRUISE CONTROL SPEED LIMIT SAME AS ROAD SPEED
LIMIT
79F-013 FLEET MANAGEMENT - DAILY ENGINE USAGE ENABLED
79G-005 5 MINUTES IDLE SHUTDOWN WITHOUT CLUTCH AND

SERVICE BRAKE OVERRIDE
79K-006 PTO MODE ENGINE RPM LIMIT - 1000 RPM
79P-032 PTO RPM CONTROL WITH STEERING WHEEL SWITCHES
79T-001 PTO MODE RPM INCREMENT - 25 RPM
79U-004 PTO GOVERNOR RAMP RATE - 100 RPM PER SECOND
79W-008 ONE PTO SPEED VIA DASH SWITCH
79X-005 PTO SPEED 1 SETTING - 900 RPM
80G-010 PTO MINIMUM RPM - 625
80L-001 ENABLE AUTO ENGINE RPM ELEVATE FOR EXTENDED
IDLE

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412
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
80S-003 PTO 1, DASH SWITCH, ENGAGE BEFORE DRIVING
Engine Equipment
99C-124 EPA 2010 GHG 2024/CARB 2024 ULTRALOW NOX

CONFIGURATION
13E-001 STANDARD OIL PAN
105-001 ENGINE MOUNTED OIL CHECK AND FILL
014-107 SIDE OF HOOD AIR INTAKE WITH FIREWALL MOUNTED

DONALDSON AIR CLEANER WITH SAFETY ELEMENT

AND PASSIVE PRECLEANER
124-1D7 DR 12V 160 AMP 28-SI QUADRAMOUNT PAD

ALTERNATOR WITH REMOTE BATTERY VOLT SENSE
292-236 (3) DTNA GENUINE, FLOODED STARTING, MIN 3000CCA, 555RC, THREADED STUD BATTERIES
290-017 BATTERY BOX FRAME MOUNTED
281-001 STANDARD BATTERY JUMPERS
282-003 SINGLE BATTERY BOX FRAME MOUNTED LH SIDE BACK
OF CAB
291-017 WIRE GROUND RETURN FOR BATTERY CABLES WITH

ADDITIONAL FRAME GROUND RETURN
289-001 NON-POLISHED BATTERY BOX COVER
293-058 2NON-ESSENTIAL POSITIVE LOAD DISCONNECT, IN CAB

CONTROL SWITCH MOUNTED OUTBOARD OF DRIVER
SEAT
295-029 2POSITIVE AND NEGATIVE POSTS FOR JUMPSTART

LOCATED ON FRAME NEXT TO STARTER
306-015 2PROGRESSIVE LOW VOLTAGE DISCONNECT AT 12.3

VOLTS FOR DESIGNATED CIRCUITS
107-046 BW MODEL FE-921 19.0 CFM SINGLE CYLINDER AIR

COMPRESSOR WITH SAFETY VALVE
152-041 ELECTRONIC ENGINE INTEGRAL SHUTDOWN

PROTECTION SYSTEM
128-002 JACOBS COMPRESSION BRAKE
016-1C2 30 25RH OUTBOARD UNDER STEP MOUNTED HORIZONTAL

AFTERTREATMENT SYSTEM ASSEMBLY WITH RH B-

PILLAR MOUNTED VERTICAL TAILPIPE
28F-014 ENGINE AFTERTREATMENT DEVICE, AUTOMATIC OVER

THE ROAD REGENERATION AND VIRTUAL

REGENERATION REQUEST SWITCH IN CLUSTER

2026my 114SD LOWBOY TRACTOR-

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413
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
239-200 INTEGRATED STACK AND B-PILLAR PIPE WITH MINIMUM

STACK PROTRUSION ABOVE CAB
237-1CR RH CURVED VERTICAL TAILPIPE B-PILLAR MOUNTED

ROUTED FROM STEP
23U-002 13 GALLON DIESEL EXHAUST FLUID TANK
30N-003 100 PERCENT DIESEL EXHAUST FLUID FILL
23Y-001 STANDARD DIESEL EXHAUST FLUID PUMP MOUNTING
23Z-002 15 5NON-POLISHED ALUMINUM DIAMOND PLATE DIESEL

EXHAUST FLUID TANK COVER
43X-002 LH MEDIUM DUTY STANDARD DIESEL EXHAUST FLUID

TANK LOCATION
43Y-001 STANDARD DIESEL EXHAUST FLUID TANK CAP
242-001 STAINLESS STEEL AFTERTREATMENT

DEVICE/MUFFLER/TAILPIPE SHIELD
273-058 AIR POWERED ON/OFF ENGINE FAN CLUTCH
276-001 AUTOMATIC FAN CONTROL WITHOUT DASH SWITCH,

NON ENGINE MOUNTED
110-068 DDC SUPPLIED ENGINE MOUNTED FUEL FILTER/FUEL

WATER SEPARATOR WITH WATER-IN-FUEL INDICATOR
118-001 FULL FLOW OIL FILTER
120-998 -10NO COOLANT FILTER
266-107 1400 SQUARE INCH VOCATIONAL RADIATOR
103-039 ANTIFREEZE TO -34F, OAT (NITRITE AND SILICATE

FREE) EXTENDED LIFE COOLANT
171-007 GATES BLUE STRIPE COOLANT HOSES OR EQUIVALENT
172-001 CONSTANT TENSION HOSE CLAMPS FOR COOLANT
HOSES
270-023 HDEP FIXED RATIO COOLANT PUMP AND RADIATOR

DRAIN VALVE
155-076 -45DELCO 12V MOD 3.175-39MT+ STARTER WITH ENGINE

ECU SOFTWARE PROTECTION AND INTEGRATED

MAGNETIC SWITCH
Transmission
342-1M3 260 100ALLISON 4500 RDS AUTOMATIC TRANSMISSION WITH

PTO PROVISION
Transmission Equipment

2026my 114SD LOWBOY TRACTOR-

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414
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
343-339 ALLISON VOCATIONAL PACKAGE 223 - AVAILABLE ON
3000/4000 PRODUCT FAMILIES WITH VOCATIONAL

MODELS RDS, HS, MH AND TRV
84B-012 ALLISON VOCATIONAL RATING FOR ON/OFF HIGHWAY

APPLICATIONS AVAILABLE WITH ALL PRODUCT

FAMILIES
84C-023 PRIMARY MODE GEARS, LOWEST GEAR 1, START GEAR
1, HIGHEST GEAR 6, AVAILABLE FOR 3000/4000

PRODUCT FAMILIES ONLY
84D-023 SECONDARY MODE GEARS, LOWEST GEAR 1, START
GEAR 1, HIGHEST GEAR 6, AVAILABLE FOR 3000/4000

PRODUCT FAMILIES ONLY
84E-000 PRIMARY SHIFT SCHEDULE RECOMMENDED BY DTNA

AND ALLISON, THIS DEFINED BY ENGINE AND

VOCATIONAL USAGE
84F-000 SECONDARY SHIFT SCHEDULE RECOMMENDED BY

DTNA AND ALLISON, THIS DEFINED BY ENGINE AND

VOCATIONAL USAGE
84G-000 PRIMARY SHIFT SPEED RECOMMENDED BY DTNA AND

ALLISON, THIS DEFINED BY ENGINE AND VOCATIONAL
USAGE
84H-000 SECONDARY SHIFT SPEED RECOMMENDED BY DTNA

AND ALLISON, THIS DEFINED BY ENGINE AND

VOCATIONAL USAGE
84J-000 ENGINE BRAKE RANGE PRESELECT RECOMMENDED

BY DTNA AND ALLISON, THIS DEFINED BY ENGINE AND

VOCATIONAL USAGE
84K-002 2ND GEAR ENGINE BRAKE ALTERNATE PRESELECT

WITH MODERATE DOWNSHIFT STRATEGY
84N-004 FUEL SENSE 2.0 PLUS - DYNACTIVE: PERFORMANCE,
NEUTRAL AT STOP: ACTIVE
84U-000 DRIVER SWITCH INPUT - DEFAULT - NO SWITCHES
84V-001 DIRECTION CHANGE ENABLED WITH MULTIPLEXED
SERVICE BRAKES - ALLISON 5TH GEN TRANSMISSIONS
85E-011 MAXIMUM ENGINE SPEED FOR PTO ENGAGEMENT 1000
RPM
353-073 QUICKFIT BODY LIGHTING CONNECTOR UNDER CAB,

WITH CAP
34C-011 ELECTRONIC TRANSMISSION WIRING TO CUSTOMER

INTERFACE CONNECTOR
362-2JU CUSTOMER INSTALLED CHELSEA 871 SERIES PTO
363-001 PTO MOUNTING, LH SIDE OF MAIN TRANSMISSION

ALLISON

2026my 114SD LOWBOY TRACTOR-

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415
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
341-018 MAGNETIC PLUGS, ENGINE DRAIN, TRANSMISSION

DRAIN, AXLE(S) FILL AND DRAIN
345-003 PUSH BUTTON ELECTRONIC SHIFT CONTROL, DASH

MOUNTED
97G-004 TRANSMISSION PROGNOSTICS - ENABLED 2013
370-011 WATER TO OIL TRANSMISSION COOLER, FRAME

MOUNTED
346-003 TRANSMISSION OIL CHECK AND FILL WITH

ELECTRONIC OIL LEVEL CHECK
35T-001 SYNTHETIC TRANSMISSION FLUID (TES-295

COMPLIANT)
Front Axle and Equipment
400-1BB 190DETROIT DA-F-20.0-5 20,000# FL1 71.0 KPI/3.74 DROP

SINGLE FRONT AXLE
402-075 30BENDIX ADB22X AIR DISC FRONT BRAKES
403-043 2011/2013-FMVSS 121 RSD FRONT BRAKE LINING
419-004 FRONT DISC BRAKE ROTORS
409-006 FRONT OIL SEALS
408-001 VENTED FRONT HUB CAPS WITH WINDOW, CENTER

AND SIDE PLUGS - OIL
416-022 STANDARD SPINDLE NUTS FOR ALL AXLES
405-030 FRONT AIR DISC BRAKE INTERNAL ADJUSTERS
406-001 STANDARD KING PIN BUSHINGS
536-055 130TRW THP-60 POWER STEERING WITH RCH45 AUXILIARY GEAR
539-003 POWER STEERING PUMP
534-003 4 QUART POWER STEERING RESERVOIR
533-001 OIL/AIR POWER STEERING COOLER
40T-001 MINERAL SAE 80/90 FRONT AXLE LUBE
Front Suspension
620-025 20020,000# TAPERLEAF FRONT SUSPENSION

2026my 114SD LOWBOY TRACTOR-

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416
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
619-005 MAINTENANCE FREE RUBBER BUSHINGS - FRONT

SUSPENSION
410-001 FRONT SHOCK ABSORBERS
Rear Axle and Equipment
420-111 450MERITOR RT-46-160P 46,000# R-SERIES TANDEM REAR

AXLE WITH PUMP
421-410 4.10 REAR AXLE RATIO
424-001 IRON REAR AXLE CARRIER WITH STANDARD AXLE

HOUSING
386-075 -10 -10MXL 18T MERITOR EXTENDED LUBE MAIN DRIVELINE

WITH HALF ROUND YOKES
388-073 MXL 17T MERITOR EXTENDED LUBE INTERAXLE

DRIVELINE WITH HALF ROUND YOKES
452-006 30DRIVER CONTROLLED TRACTION DIFFERENTIAL - BOTH

TANDEM REAR AXLES
878-022 (1) INTERAXLE LOCK VALVE, (1) DRIVER CONTROLLED

DIFFERENTIAL LOCK FORWARD-REAR AXLE VALVE AND
(1) REAR-REAR AXLE VALVE
87A-005 INDICATOR LIGHT FOR EACH INTERAXLE LOCKOUT
SWITCH
87B-008 INDICATOR LIGHT FOR EACH DIFFERENTIAL LOCKOUT
SWITCH
423-075 -60BENDIX ADB22X AIR DISC REAR BRAKES
433-043 2011/2013-FMVSS 121 RSD REAR BRAKE LININGS
434-003 STANDARD BRAKE CHAMBER LOCATION
451-005 REAR DISC BRAKE ROTORS
440-006 REAR OIL SEALS
426-094 AIR DISC LONGSTROKE 2-DRIVE AXLES SPRING

PARKING CHAMBERS
428-030 REAR AIR DISC BRAKE INTERNAL ADJUSTERS
41T-002 CURRENT AVAILABLE SYNTHETIC 75W-90 REAR AXLE
LUBE
42T-001 STANDARD REAR AXLE BREATHER(S)
Rear Suspension
622-1H2 450HENDRICKSON PRIMAAX EX 46,000# REAR AIR

SUSPENSION

2026my 114SD LOWBOY TRACTOR-

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417
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
621-125 HENDRICKSON PRIMAAX 10.00" RIDE HEIGHT
431-003 AXLE CLAMPING GROUP
624-011 52 INCH AXLE SPACING
910-001 SINGLE AIR REAR SUSPENSION LEVELING VALVE
623-002 TRANSVERSE CONTROL RODS
439-005 REAR SHOCK ABSORBERS - TWO AXLES (TANDEM) (AIR

RIDE SUSPENSION)
Pusher / Tag Equipment
429-998 NO PUSHER/TAG BRAKE DUST SHIELDS
Brake System
490-121 WABCO 4S/4M ABS WITH TRACTION CONTROL
871-001 REINFORCED NYLON, FABRIC BRAID AND WIRE BRAID

CHASSIS AIR LINES
904-001 FIBER BRAID PARKING BRAKE HOSE
412-001 STANDARD BRAKE SYSTEM VALVES
46D-002 STANDARD AIR SYSTEM PRESSURE PROTECTION
SYSTEM
413-002 STD U.S. FRONT BRAKE VALVE
432-003 RELAY VALVE WITH 5-8 PSI CRACK PRESSURE, NO

REAR PROPORTIONING VALVE
480-088 WABCO SYSTEM SAVER HP WITH INTEGRAL AIR

GOVERNOR AND HEATER
479-003 AIR DRYER MOUNTED INBOARD ON LH RAIL
460-058 STEEL AIR TANKS MOUNTED AFT INSIDE AND/OR

BELOW FRAME JUST FORWARD OF REAR SUSPENSION
477-004 PULL CABLES ON ALL AIR RESERVOIR(S)
Trailer Connections
481-092 GLAD HANDS ONLY FOR 3-IN-1 PRIMARY TRAILER
CABLE
476-002 236 INCH STAINLESS STEEL SLIDE BAR WITH SPRING

TYPE AIR HOSE HANGER
484-006 COMBINATION DUMMY GLAD HANDS AND LIGHT PLUG

2026my 114SD LOWBOY TRACTOR-

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418
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
HOLDER
296-010 PRIMARY CONNECTOR/RECEPTACLE WIRED FOR

SEPARATE STOP/TURN, ABS CENTER PIN POWERED

THROUGH IGNITION
297-132 SAE J560 7-WAY PRIMARY TRAILER CABLE

RECEPTACLE MOUNTED BACK OF CAB/BACK OF

SLEEPER
1AZ-007 INBOARD FLAG BRACKET LOCATED AT BACK OF

CAB/BACK OF SLEEPER
310-094 1015 FOOT PHILLIPS #30-2171 DETACHABLE 7-WAY 3-IN-1

TRAILER CABLE
Wheelbase & Frame
545-482 4825MM (190 INCH) WHEELBASE
546-102 260 1507/16X3-9/16X11-1/8 INCH STEEL FRAME
(11.11MMX282.6MM/0.437X11.13 INCH) 120KSI
547-001 180 3701/4 INCH (6.35MM) C-CHANNEL INNER FRAME

REINFORCEMENT
552-028 1525MM (60 INCH) REAR FRAME OVERHANG
55W-005 20 -80FRAME OVERHANG RANGE: 51 INCH TO 60 INCH
AC8-99D CALC'D BACK OF CAB TO REAR SUSP C/L (CA) 124.41 in AE8-99D CALCULATED EFFECTIVE BACK OF CAB TO REAR
SUSPENSION C/L (CA) 120.21 in
AE4-99D CALC'D FRAME LENGTH - OVERALL 280.08 in
FSS-0LH CALCULATED FRAME SPACE LH SIDE 20.86 in
FSS-0RH CALCULATED FRAME SPACE RH SIDE 65.35 in
AM6-99D CALC'D SPACE AVAILABLE FOR DECKPLATE 49.21 in
553-001 SQUARE END OF FRAME
550-001 FRONT CLOSING CROSSMEMBER
559-001 STANDARD WEIGHT ENGINE CROSSMEMBER
562-001 STANDARD MIDSHIP #1 CROSSMEMBER(S)
572-020 10INVERTED U TRACTOR CROSSMEMBER

2026my 114SD LOWBOY TRACTOR-

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12:03 PM
419
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
565-002 30HEAVY DUTY SUSPENSION CROSSMEMBER
Chassis Equipment
674-001 5 5LH BACK OF CAB ACCESS
592-054 10 521 INCH (525MM) DECK PLATE FLUSH MOUNTED

BETWEEN RAILS
556-1EE 3216 INCH PAINTED STEEL BUMPER
558-070 15REMOVABLE FRONT TOW/RECOVERY DEVICE,STORED

ON CHASSIS FRAME
574-001 BUMPER MOUNTING FOR SINGLE LICENSE PLATE
585-042 15BETTS B-25 PAINTED MUDFLAP BRACKETS
590-001 15BLACK MUDFLAPS
551-007 GRADE 8 THREADED HEX HEADED FRAME FASTENERS
44Z-002 EXTERIOR HARNESSES WRAPPED IN ABRASION TAPE
583-058 30PLASTIC QUARTER FENDERS WITHOUT LOGO
Fifth Wheel
578-1JG 30 500HOLLAND FW35 ILS 24.0 INCH AIR SLIDE FIFTH WHEEL - 2 INCH SLIDE INCREMENTS
577-406 FIFTH WHEEL 406MM (16.0 INCHES) AHEAD OF

SUSPENSION CENTERLINE
582-007 184MM (7.25 INCH) FIFTH WHEEL HEIGHT
570-002 INBOARD ANGLE - FIFTH WHEEL MOUNTING
890-001 DASH MOUNTED CONTROL AND PLUMBING FOR FIFTH
WHEEL
579-005 LH FIFTH WHEEL RELEASE
Fuel Tanks
204-151 60 GALLON/227 LITER ALUMINUM FUEL TANK - LH
218-006 25 INCH DIAMETER FUEL TANK(S)
215-005 PLAIN ALUMINUM/PAINTED STEEL FUEL/HYDRAULIC

TANK(S) WITH PAINTED BANDS
212-007 FUEL TANK(S) FORWARD

2026my 114SD LOWBOY TRACTOR-

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420
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
664-001 PLAIN STEP FINISH
205-001 FUEL TANK CAP(S)
122-1K3 15DAVCO 487 FUEL/WATER SEPARATOR WITH ESOC
216-020 EQUIFLO INBOARD FUEL SYSTEM
202-016 HIGH TEMPERATURE REINFORCED NYLON FUEL LINE
Tires
093-1YU 100CONTINENTAL HAU 3 WT 315/80R22.5 20 PLY RADIAL

FRONT TIRES
094-12V 184CONTINENTAL HDR2+ 11R22.5 16 PLY RADIAL REAR TIRES
Hubs
418-060 CONMET PRESET PLUS PREMIUM IRON FRONT HUBS
450-060 CONMET PRESET PLUS PREMIUM IRON REAR HUBS
Wheels
502-579 66MAXION WHEELS 10041 22.5X9.00 10-HUB PILOT 5.25 INSET 5-HAND STEEL DISC FRONT WHEELS
505-545 160MAXION WHEELS 90260 22.5X8.25 10-HUB PILOT 2-HAND

HD STEEL DISC REAR WHEELS
496-011 FRONT WHEEL MOUNTING NUTS
497-011 REAR WHEEL MOUNTING NUTS
Cab Exterior
829-1A2 114 INCH BBC FLAT ROOF ALUMINUM CONVENTIONAL
CAB
650-055 20 10AIR OVER SHOCK CAB MOUNTS, DUAL MOUNT
648-002 NONREMOVABLE BUGSCREEN MOUNTED BEHIND
GRILLE
667-004 FRONT FENDERS SET-BACK AXLE
678-001 LH AND RH GRAB HANDLES
646-041 STATIONARY BLACK GRILLE
65X-004 BLACK HOOD MOUNTED AIR INTAKE GRILLE

2026my 114SD LOWBOY TRACTOR-

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12:03 PM
421
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
644-004 FIBERGLASS HOOD
652-001 FREIGHTLINER NAME PLATES
690-002 TUNNEL/FIREWALL LINER
727-1AF SINGLE 14 INCH ROUND HADLEY AIR HORN UNDER LH
DECK
726-001 SINGLE ELECTRIC HORN
575-001 REAR LICENSE PLATE MOUNT END OF FRAME
312-068 HALOGEN COMPOSITE HEADLAMPS WITH BLACK
BEZELS
302-047 LED AERODYNAMIC MARKER LIGHTS
311-022 HEADLIGHTS OFF WITH IGNITION OFF, WITH DAYTIME

RUNNING LIGHTS
294-1AY INTEGRAL LED STOP/TAIL/BACKUP LIGHTS
300-015 STANDARD FRONT TURN SIGNAL LAMPS
744-1BK DUAL WEST COAST MOLDED-IN COLOR HEATED

MIRRORS WITH LH AND RH REMOTE
797-001 DOOR MOUNTED MIRRORS
796-001 102 INCH EQUIPMENT WIDTH
743-1AP LH AND RH 8 INCH MOLDED-IN COLOR CONVEX
MIRRORS M0UNTED UNDER PRIMARY MIRRORS
729-001 STANDARD SIDE/REAR REFLECTORS
73A-002 REAR REFLECTIVE DEVICE
677-053 RH AFTERTREATMENT SYSTEM CAB ACCESS WITH

PLAIN SHIELDING
275-071 PARK BRAKE REMINDER WARNING SYSTEM WITH ONLY

LH DOOR OPEN
764-010 10COMPOSITE EXTERIOR SUN VISOR
768-043 63X14 INCH TINTED REAR WINDOW
661-004 TINTED DOOR GLASS LH AND RH WITH TINTED

OPERATING WING WINDOWS
654-011 RH AND LH ELECTRIC POWERED WINDOWS

2026my 114SD LOWBOY TRACTOR-

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12:03 PM
422
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
663-013 1-PIECE SOLAR GREEN GLASS WINDSHELD
659-007 8 LITER (2 GAL) WINDSHIELD WASHER RESERVOIR, CAB

MOUNTED, WITHOUT FLUID LEVEL INDICATOR
Cab Interior
055-019 RUGGED TRIM PACKAGE
707-107 GRAY & CARBON VINYL INTERIOR "RUGGED"
70K-020 CARBON WITH PREMIUM GUNMETAL ACCENT
(RUGGED)
706-013 MOLDED DOOR PANEL
708-013 MOLDED PLASTIC DOOR PANEL
772-006 BLACK MATS WITH SINGLE INSULATION
785-025 (1) 12V DASH MOUNTED POWER OUTLET
691-001 FORWARD ROOF MOUNTED CONSOLE
693-019 LH AND RH DOOR STORAGE POCKETS INTEGRATED

INTO MOLDED DOOR PANELS
738-021 DIGITAL ALARM CLOCK IN DRIVER DISPLAY
742-007 (2) CUP HOLDERS LH AND RH DASH
680-029 M2/SD DASH
720-003 105 LB. FIRE EXTINGUISHER
700-002 HEATER, DEFROSTER AND AIR CONDITIONER
701-001 STANDARD HVAC DUCTING
703-005 MAIN HVAC CONTROLS WITH RECIRCULATION SWITCH
170-015 STANDARD HEATER PLUMBING
130-041 VALEO HEAVY DUTY A/C REFRIGERANT COMPRESSOR
702-002 BINARY CONTROL, R-134A
739-034 PREMIUM INSULATION

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Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
285-013 SOLID-STATE CIRCUIT PROTECTION AND FUSES
280-007 12V NEGATIVE GROUND ELECTRICAL SYSTEM
324-1B2 PREMIUM LED CAB LIGHTING
787-998 NO SECURITY DEVICE
657-001 DOOR LOCKS AND IGNITION SWITCH KEYED THE SAME
78G-006 KEY QUANTITY OF 6
655-005 LH AND RH ELECTRIC DOOR LOCKS
740-998 -20 -15NO MATTRESS
722-002 10TRIANGULAR REFLECTORS WITHOUT FLARES
756-338 30BASIC ISRINGHAUSEN HIGH BACK AIR SUSPENSION

DRIVERS SEAT WTIH MECHANICAL LUMBAR AND

INTEGRATED CUSHION EXTENSION
760-338 25 10BASIC ISRINGHAUSEN HIGH BACK AIR SUSPENSION

PASSENGER SEAT WTIH MECHANICAL LUMBAR AND

INTEGRATED CUSHION EXTENSION
711-004 LH AND RH INTEGRAL DOOR PANEL ARMRESTS
758-1AK BLACK VINYL DRIVER SEAT COVER
761-1AK BLACK VINYL PASSENGER SEAT COVER
763-101 BLACK SEAT BELTS
532-002 ADJUSTABLE TILT AND TELESCOPING STEERING
COLUMN
540-070 4-SPOKE 18 INCH (450MM) LEATHER WRAPPED

STEERING WHEEL WITH CHROME SWITCH BEZELS
765-002 DRIVER AND PASSENGER INTERIOR SUN VISORS
Instruments & Controls
106-002 ELECTRONIC ACCELERATOR CONTROL
732-998 NO INSTRUMENT PANEL-DRIVER
734-022 FULLY CONFIGURABLE CENTER INSTRUMENT PANELS
870-002 BRIGHT ARGENT FINISH GAUGE BEZELS

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424
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
486-001 LOW AIR PRESSURE INDICATOR LIGHT AND AUDIBLE
ALARM
840-001 DUAL NEEDLE PRIMARY AND SECONDARY AIR

PRESSURE GAUGE
198-025 INTAKE MOUNTED AIR RESTRICTION INDICATOR

WITHOUT GRADUATIONS
721-001 397 DB BACKUP ALARM
149-015 ELECTRONIC CRUISE CONTROL WITH CONTROLS ON

STEERING WHEEL SPOKES
156-007 KEY OPERATED IGNITION SWITCH AND INTEGRAL
START POSITION; 4 POSITION

OFF/RUN/START/ACCESSORY
811-044 PREMIUM INSTRUMENT CLUSTER WITH 5.0 INCH TFT

COLOR DISPLAY
81B-003 DIGITAL PANEL LAMP DIMMER SWITCH IN DRIVER

DISPLAY
160-038 HEAVY DUTY ONBOARD DIAGNOSTICS INTERFACE

CONNECTOR LOCATED BELOW LH DASH
844-001 2 INCH ELECTRIC FUEL GAUGE
845-011 FUEL FILTER RESTRICTION INDICATOR
148-072 ENGINE REMOTE INTERFACE WITH ONE OR MORE SET
SPEEDS
48H-003 QUICKFIT POWERTRAIN INTERFACE CONNECTOR

UNDER CAB WITH CAPS
48C-003 QUICKFIT PROGRAMMABLE INTERFACE

CONNECTOR(S) UNDER CAB WITH CAP
163-014 ENGINE REMOTE INTERFACE CONNECTOR AT

POWERTRAIN INTERFACE CONNECTOR
856-001 ELECTRICAL ENGINE COOLANT TEMPERATURE GAUGE
854-008 DIGITAL ENGINE OIL TEMPERATURE IN DRIVER

DISPLAY
852-002 ELECTRIC ENGINE OIL PRESSURE GAUGE
864-022 DIGITAL TRANSMISSION OIL TEMPERATURE IN DRIVER

DISPLAY
867-004 ELECTRONIC OUTSIDE TEMPERATURE SENSOR

DISPLAY IN DRIVER MESSAGE CENTER
830-017 ENGINE AND TRIP HOUR METERS INTEGRAL WITHIN

DRIVER DISPLAY
372-123 PTO CONTROLS FOR ENHANCED VEHICLE

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425
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription

ELECTRIC/ELECTRONIC ARCHITECTURE
73H-031 (3) PREWIRES: LH/RH (CAMERAS NOT INCLUDED),

BACKUP-TOP OF CAB (CAMERA NOT INCLUDED)
736-998 NO OBSTACLE DETECTION SYSTEM
72J-998 NO DR ASSIST SYSTEM
49B-004 ELECTRONIC STABILITY CONTROL
73B-998 NO LANE DEPARTURE WARNING SYSTEM
679-998 NO OVERHEAD INSTRUMENT PANEL
35M-010 101 QUICKFIT PROGRAMABLE MODULE (QPM/XMC)
1U1-002 TOP OF DASH RAM MOUNT WITHOUT POWER OR

GROUND, FOR CUSTOMER FURNISHED DEVICE
746-143 7" B-PANEL INTERACTIVE TOUCHSCREEN DISPLAY

RADIO W/ USB-C, APPLE CARPLAY, ANDROID AUTO,

BLUETOOTH/AM/FM/SXM/WB, WITH MICROPHONE
747-001 DASH MOUNTED RADIO
750-002 (2) RADIO SPEAKERS IN CAB
753-998 NO AM/FM RADIO ANTENNA
749-998 NO CB RADIO MOUNTING PROVISION
75W-002 SHARKFIN MULTI-BAND ANTENNA, RIGHT HAND BIAS
ROOF MOUNTING LOCATION: AM/FM/WEATHERBAND,

WIFI/BLUETOOTH, SDAR/SIRIUSXM, GNSS/GPS
78C-003 INTEROPERABLE SDAR ANTENNA
810-027 ELECTRONIC MPH SPEEDOMETER WITH SECONDARY

KPH SCALE, WITHOUT ODOMETER
817-001 STANDARD VEHICLE SPEED SENSOR
812-001 ELECTRONIC 3000 RPM TACHOMETER
813-1C8 DETROIT CONNECT PLATFORM HARDWARE
8D1-213 3 YEARS DETROIT CONNECT BASE

PACKAGE(FEATURES VARY BY MODEL) DETROIT

CONNECT PLATFORM
6TS-008 (2) TMC RP1226 ACCESSORY CONNECTORS: (1)

LOCATED BEHIND PASSENGER SIDE REMOVABLE DASH

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426
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
PANEL (1) CENTER OF OVERHEAD CONSOLE
162-002 IGNITION SWITCH CONTROLLED ENGINE STOP
264-030 (1) OVERHEAD MOUNTED LANYARD CONTROL FOR

DRIVER AIR HORN
482-001 STANDARD TRACTOR PROTECTION VALVE
883-001 TRAILER HAND CONTROL BRAKE VALVE
836-015 DIGITAL VOLTAGE DISPLAY INTEGRAL WITH DRIVER

DISPLAY
660-008 SINGLE ELECTRIC WINDSHIELD WIPER MOTOR WITH
DELAY
304-030 ROTARY HEADLAMP SWITCH, MARKER

LIGHTS/HEADLIGHTS SWITCH WITH PULL OUT FOR

OPTIONAL FOG/ROAD LAMPS
882-004 TWO VALVE PARKING BRAKE SYSTEM WITH WARNING

INDICATOR
299-020 SELF CANCELING TURN SIGNAL SWITCH WITH DIMMER,

HEADLAMP FLASH, WASH/WIPE/INTERMITTENT
298-046 INTEGRAL ELECTRONIC TURN SIGNAL FLASHER WITH
40 AMP (20 AMP PER SIDE) TRAILER LAMP CAPACITY
87T-998 NO WRG/SW-OPTL #2,CHAS,AIR
Design
065-000 PAINT: ONE SOLID COLOR
Color
980-5F6 CAB COLOR A: L0006EY WHITE ELITE EY
986-020 BLACK, HIGH SOLIDS POLYURETHANE CHASSIS PAINT
962-972 POWDER WHITE (N0006EA) FRONT WHEELS/RIMS
(PKWHT21, TKWHT21, W, TW)
966-972 POWDER WHITE (N0006EA) REAR WHEELS/RIMS
(PKWHT21, TKWHT21, W, TW)
964-020 STANDARD BLACK BUMPER PAINT
976-995 SUNVISOR PAINTED SAME AS CAB COLOR A
963-003 STANDARD E COAT/UNDERCOATING
Certification / Compliance

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427
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
996-001 U.S. FMVSS CERTIFICATION, EXCEPT SALES CABS AND

GLIDER KITS

T O T A L V E H I C L E S U M M A R Y
Weight Summary
Weight
Rear
Total
Weight
Weight
Front
Factory Weight+ 18468 lbs8393 lbs10075 lbs
Total Weight+ 10075 lbs 8393 lbs 18468 lbs
Other Factory Charges
PNZ-003 CARB-COMPLIANT BASE WARRANTY DD13 / X12
PNV-001 CARB24 SURCHARGE - DETROIT
RD1-213 3 YEARS DETROIT CONNECT BASE PACKAGE(FEATURES VARY BY

MODEL) DETROIT CONNECT PLATFORM
PAT-025 STEEL, ALUMINUM, AND CHINA TARIFF IMPACT FEE 108/114 SD AND M2 106/112
R26-001 MY26 ESCALATOR
P73-2FT STANDARD DESTINATION CHARGE
Extended Warranty
WAG-074 TOWING: 1 YEAR/UNLIMITED MILES/KM EXTENDED TOWING COVERAGE $750 CAP FEX

APPLIES

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428
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
(**) Prices shown do not include taxes, fees, etc… "Net Equipment Selling Price" is located on the Quotation Details Proposal Report. (***) All cost increases for major components (Engines, Transmissions, Axles, Front and Rear Tires) and government mandated requirements, tariffs, and raw material surcharges will be passed through and added to factory invoices. (+) Weights Shown are estimates only.

If weight is critical, contact Customer Application Engineering.

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429
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS

DIMENSIONS

VEHICLE SPECIFICATIONS SUMMARY - DIMENSIONS
Model 114SD
Wheelbase (545) 4825MM (190 INCH) WHEELBASE
Rear Frame Overhang (552) 1525MM (60 INCH) REAR FRAME OVERHANG Fifth Wheel (578) HOLLAND FW35 ILS 24.0 INCH AIR SLIDE FIFTH WHEEL - 2 INCH SLIDE INCREMENTS Mounting Location (577) FIFTH WHEEL 406MM (16.0 INCHES) AHEAD OF SUSPENSION CENTERLINE Maximum Forward Position (in) 16
Maximum Rearward Position (in) -8
Amount of Slide Travel (in) 24
Slide Increment (in) 2
Desired Slide Position (in) 0.0
Cab Size (829) 114 INCH BBC FLAT ROOF ALUMINUM CONVENTIONAL CAB Sleeper (682) NO SLEEPER BOX/SLEEPERCAB
Exhaust System (016) RH OUTBOARD UNDER STEP MOUNTED HORIZONTAL AFTERTREATMENT SYSTEM

ASSEMBLY WITH RH B-PILLAR MOUNTED VERTICAL TAILPIPE
Cab to Body Clearance (in) 0.0

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430
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS

TABLE SUMMARY - DIMENSIONS
Performance calculations are estimates only. If performance calculations are critical, please contact Customer Application Engineering.

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431
National Auto Fleet Group
A Division of Chevrolet of Watsonville
490 Auto Center Drive, Watsonville, CA 95076
(855) 289-6572 • (831) 480-8497 Fax
Fl eet@N atio n a IAuto Fl eetG ro up .com
Contract Manager
[email protected]
Office (855) 289-6572
Fax (831) 480-8497
RA.INII
Quote ID#3245HD
Chassis and Option
Enoven Quote
Tax (9.75%)
CA Tire Fee
Transport
Total
This sourced item(s) is available under the Sourcewell (Formerly Known as NJPA) Contract 032824-NAF.

Please reference this Bid Number on all Purchase Orders.

Thank you in advance for your consideration. Should you have any questions, please do not hesitate to call.

Sincerely,
$ 247,408.80
8/7/2025
Mr. Art Torres
City of Richmond
6 13th Street
Richmond, CA 94801
Dear Art Torres ,
National Auto Fleet Group is pleased to quote the following sourced item(s) for your consideration. Two (2) New/Unused (202 6 Freightliner M2106 Plus, Cummins L9 360 HP Engine, Allison 3000 RDS Transmission with 15' Enoven Dump Body ) and provided by Mr. Dan Walters with Velocity Truck Center, each for:
$ 166,645.00
$ 56,035.00
$ 21,711.30
$ 17.50
$ 3,000.00
Contract Price
Payment in full before title is released.

PRICES SUBJECT TO CHANGE FOR FREIGHTLINER in 2025cy.

ORDER IS NON-CANCELLBLE .

DAIMLER STEEL TARIFF IS INCLUDED.
$ 494,817.60
$ 333,290.00
$ 112,070.00
$ 43,422.60
$ 35.00
$ 6,000.00
Two Units (2)
432
ENOVEN SoCal Office: 619-794-7976
email: [email protected]
Shop: 9779 Candida Street, San Diego CA 92126

Quote

Sold To: San Diego Freightliner Date: 07-31-2025 Velocity Truck Center Phone:

Fax:

Ship To: PO#:

Terms:

Contact: Dan W.

Product/Services Richmond
Qty Ext. Cost
1 15 foot Beauroc RXL –all Hardox construction dump body with 42” sides, 48” tailgate, (25degree radius floor) 24” cabshield, 10” spreader apron, triple ditch gates, side ladder (drivers side front), Mailhot G3 HD hoist package, body props, recessed lighting, HD hydraulic tank with return filter, air cab controls, body up light, 30ton pintle hitch mounted a 25” on HD hitch plate with elect and D rings. Manual pull tarp with Asphalt rated material and self-re- wind, 36” underbody box mounted on curbside, complete
installation and painted white.
47865.00
OPTIONS:

Power highlift tailgate 3250.00
6 strobes – 2 front/2rear/1each side 2385.00
1 set of wheel chocks mounted underbody left side 685.00 Back up / side camera with color monitor 1850.00

433
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS

RICHMOND CITY OF

VELOCITY TRUCK CENTERS
Dan Walters
Freightliner M2 106 Plus
A proposal for
Prepared by
August 05, 2025

Components shown may not reflect all spec'd options and are not to scale

2026my M2106 PLUS DUMP-RICHMOND 08/05/2025

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434
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS

S P E C I F I C A T I O N P R O P O S A L
Data Code Weight Front Weight RearDescription
Price Level
PRL-29M M2 PRL-29M (EFF:MY26 ORDERS)
Data Version
DRL-048 SPECPRO21 DATA RELEASE VER 048
Vehicle Configuration
001-172 5,709 3,450M2 106 PLUS CONVENTIONAL CHASSIS
004-226 2026 MODEL YEAR SPECIFIED
002-004 SET BACK AXLE - TRUCK
019-006 10 10TRAILER TOWING PROVISION AT END OF FRAME WITH SAE J560
003-001 LH PRIMARY STEERING LOCATION
General Service
AA1-003 TRUCK/TRAILER CONFIGURATION
AA6-001 DOMICILED, USA 50 STATES (INCLUDING CALIFORNIA

AND CARB OPT-IN STATES)
99D-018 CARB CLEAN IDLE LABELS FOR INITIAL REGISTRATION

IN STATES REQUIRING CARB EMISSIONS
CERTIFICATION - (INCLUDES 6X4 INCH LABEL ON

LOWER FORWARD OF DRIVER DOOR)
AF2-013 DOMICILED CALIFORNIA
A85-011 CONSTRUCTION SERVICE
A84-1GM GOVERNMENT BUSINESS SEGMENT
AA4-010 DIRT/SAND/ROCK COMMODITY
AA5-002 TERRAIN/DUTY: 100% (ALL) OF THE TIME, IN TRANSIT, IS

SPENT ON PAVED ROADS
AB1-008 MAXIMUM 8% EXPECTED GRADE
AB5-001 SMOOTH CONCRETE OR ASPHALT PAVEMENT - MOST

SEVERE IN-TRANSIT (BETWEEN SITES) ROAD SURFACE
995-091 MEDIUM TRUCK WARRANTY

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435
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
A66-99D EXPECTED FRONT AXLE(S) LOAD 18000.0 lbs
A68-99D EXPECTED REAR DRIVE AXLE(S) LOAD 40000.0 lbs
A63-99D EXPECTED GROSS VEHICLE WEIGHT CAPACITY 58000.0
lbs
A70-99D EXPECTED GROSS COMBINATION WEIGHT 80000.0 lbs
Truck Service
AA3-004 END DUMP BODY
AF3-359 ENOVEN TRUCK BODY & EQUIPMENT
AF7-99D EXPECTED BODY/PAYLOAD CG HEIGHT ABOVE FRAME
"XX" INCHES 32.0 in
Tractor Service
AA2-005 FLATBED TRAILER
AH6-001 SINGLE (1) TRAILER
Engine
101-3BR 640 30CUM L9 360 HP @ 2200 RPM; 2200 GOV RPM, 1150 LB-FT @ 1200 RPM
Electronic Parameters
79A-070 70 MPH ROAD SPEED LIMIT
79B-000 CRUISE CONTROL SPEED LIMIT SAME AS ROAD SPEED
LIMIT
79G-105 5 MINUTE IDLE SHUTDOWN - CONTINUOUS OVERRIDE

WITH CLUTCH AND SERVICE BRAKE
79K-006 PTO MODE ENGINE RPM LIMIT - 1000 RPM
79U-004 PTO GOVERNOR RAMP RATE - 100 RPM PER SECOND
79W-024 CRUISE CONTROL BUTTON PTO CONTROL
79X-007 PTO SPEED 1 SETTING - 1000 RPM
80G-015 PTO MINIMUM RPM - 800
80J-002 REGEN INHIBIT SPEED THRESHOLD - 5 MPH
80S-003 PTO 1, DASH SWITCH, ENGAGE BEFORE DRIVING
Engine Equipment

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436
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
99C-124 EPA 2010 GHG 2024/CARB 2024 ULTRALOW NOX

CONFIGURATION
13E-001 STANDARD OIL PAN
105-001 ENGINE MOUNTED OIL CHECK AND FILL
014-099 SIDE OF HOOD AIR INTAKE WITH FIREWALL MOUNTED

DONALDSON AIR CLEANER
124-1D7 DR 12V 160 AMP 28-SI QUADRAMOUNT PAD

ALTERNATOR WITH REMOTE BATTERY VOLT SENSE
292-235 10(2) DTNA GENUINE, FLOODED STARTING, MIN 2000CCA, 370RC, THREADED STUD BATTERIES
290-017 BATTERY BOX FRAME MOUNTED
281-001 STANDARD BATTERY JUMPERS
282-003 SINGLE BATTERY BOX FRAME MOUNTED LH SIDE BACK
OF CAB
291-017 WIRE GROUND RETURN FOR BATTERY CABLES WITH

ADDITIONAL FRAME GROUND RETURN
289-001 NON-POLISHED BATTERY BOX COVER
293-058 2NON-ESSENTIAL POSITIVE LOAD DISCONNECT, IN CAB

CONTROL SWITCH MOUNTED OUTBOARD OF DRIVER
SEAT
295-029 2POSITIVE AND NEGATIVE POSTS FOR JUMPSTART

LOCATED ON FRAME NEXT TO STARTER
306-015 2PROGRESSIVE LOW VOLTAGE DISCONNECT AT 12.3

VOLTS FOR DESIGNATED CIRCUITS
107-032 CUMMINS TURBOCHARGED 18.7 CFM AIR

COMPRESSOR WITH INTERNAL SAFETY VALVE
108-002 STANDARD MECHANICAL AIR COMPRESSOR

GOVERNOR
131-013 AIR COMPRESSOR DISCHARGE LINE
152-041 ELECTRONIC ENGINE INTEGRAL SHUTDOWN

PROTECTION SYSTEM
128-032 80C-BRAKE BY JACOBS WITH LOW/OFF/HIGH BRAKING

DASH SWITCH
016-1C2 30 25RH OUTBOARD UNDER STEP MOUNTED HORIZONTAL

AFTERTREATMENT SYSTEM ASSEMBLY WITH RH B-

PILLAR MOUNTED VERTICAL TAILPIPE
28F-014 ENGINE AFTERTREATMENT DEVICE, AUTOMATIC OVER

THE ROAD REGENERATION AND VIRTUAL

REGENERATION REQUEST SWITCH IN CLUSTER

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437
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
239-200 INTEGRATED STACK AND B-PILLAR PIPE WITH MINIMUM

STACK PROTRUSION ABOVE CAB
237-1CR RH CURVED VERTICAL TAILPIPE B-PILLAR MOUNTED

ROUTED FROM STEP
23U-002 35 1013 GALLON DIESEL EXHAUST FLUID TANK
30N-003 100 PERCENT DIESEL EXHAUST FLUID FILL
23Z-002 15 5NON-POLISHED ALUMINUM DIAMOND PLATE DIESEL

EXHAUST FLUID TANK COVER
43X-002 LH MEDIUM DUTY STANDARD DIESEL EXHAUST FLUID

TANK LOCATION
23Y-001 STANDARD DIESEL EXHAUST FLUID PUMP MOUNTING
43Y-001 STANDARD DIESEL EXHAUST FLUID TANK CAP
242-011 ALUMINUM AFTERTREATMENT

DEVICE/MUFFLER/TAILPIPE SHIELD(S)
273-058 AIR POWERED ON/OFF ENGINE FAN CLUTCH
276-002 AUTOMATIC FAN CONTROL WITH DASH SWITCH AND

INDICATOR LIGHT, NON ENGINE MOUNTED
110-003 CUMMINS SPIN ON FUEL FILTER
118-008 COMBINATION FULL FLOW/BYPASS OIL FILTER
120-998 -10NO COOLANT FILTER
266-013 701100 SQUARE INCH ALUMINUM RADIATOR
103-039 ANTIFREEZE TO -34F, OAT (NITRITE AND SILICATE

FREE) EXTENDED LIFE COOLANT
171-007 GATES BLUE STRIPE COOLANT HOSES OR EQUIVALENT
172-001 CONSTANT TENSION HOSE CLAMPS FOR COOLANT
HOSES
270-016 RADIATOR DRAIN VALVE
168-002 LOWER RADIATOR GUARD
134-001 ALUMINUM FLYWHEEL HOUSING
132-004 ELECTRIC GRID AIR INTAKE WARMER
155-058 DELCO 12V 38MT HD STARTER WITH INTEGRATED

MAGNETIC SWITCH

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438
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
Transmission
342-582 200 60ALLISON 3000 RDS AUTOMATIC TRANSMISSION WITH

PTO PROVISION
Transmission Equipment
343-339 ALLISON VOCATIONAL PACKAGE 223 - AVAILABLE ON
3000/4000 PRODUCT FAMILIES WITH VOCATIONAL

MODELS RDS, HS, MH AND TRV
84B-002 ALLISON VOCATIONAL RATING FOR CONCRETE MIXER
APPLICATIONS ONLY AVAILABLE WITH 3000 PRODUCT

FAMILIES
84C-023 PRIMARY MODE GEARS, LOWEST GEAR 1, START GEAR
1, HIGHEST GEAR 6, AVAILABLE FOR 3000/4000

PRODUCT FAMILIES ONLY
84D-023 SECONDARY MODE GEARS, LOWEST GEAR 1, START
GEAR 1, HIGHEST GEAR 6, AVAILABLE FOR 3000/4000

PRODUCT FAMILIES ONLY
84E-000 PRIMARY SHIFT SCHEDULE RECOMMENDED BY DTNA

AND ALLISON, THIS DEFINED BY ENGINE AND

VOCATIONAL USAGE
84F-000 SECONDARY SHIFT SCHEDULE RECOMMENDED BY

DTNA AND ALLISON, THIS DEFINED BY ENGINE AND

VOCATIONAL USAGE
84G-000 PRIMARY SHIFT SPEED RECOMMENDED BY DTNA AND

ALLISON, THIS DEFINED BY ENGINE AND VOCATIONAL
USAGE
84H-000 SECONDARY SHIFT SPEED RECOMMENDED BY DTNA

AND ALLISON, THIS DEFINED BY ENGINE AND

VOCATIONAL USAGE
84J-000 ENGINE BRAKE RANGE PRESELECT RECOMMENDED

BY DTNA AND ALLISON, THIS DEFINED BY ENGINE AND

VOCATIONAL USAGE
84K-000 ENGINE BRAKE RANGE ALTERNATE PRESELECT

RECOMMENDED BY DTNA AND ALLISON, THIS DEFINED

BY ENGINE AND VOCATIONAL USAGE
84N-011 NEUTRAL AT STOP ENABLED
84U-000 DRIVER SWITCH INPUT - DEFAULT - NO SWITCHES
85E-011 MAXIMUM ENGINE SPEED FOR PTO ENGAGEMENT 1000
RPM
353-073 QUICKFIT BODY LIGHTING CONNECTOR UNDER CAB,

WITH CAP
34C-011 ELECTRONIC TRANSMISSION WIRING TO CUSTOMER

INTERFACE CONNECTOR
362-2JU CUSTOMER INSTALLED CHELSEA 871 SERIES PTO

2026my M2106 PLUS DUMP-RICHMOND 08/05/2025

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439
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
363-001 PTO MOUNTING, LH SIDE OF MAIN TRANSMISSION

ALLISON
341-018 MAGNETIC PLUGS, ENGINE DRAIN, TRANSMISSION

DRAIN, AXLE(S) FILL AND DRAIN
345-003 PUSH BUTTON ELECTRONIC SHIFT CONTROL, DASH

MOUNTED
97G-004 TRANSMISSION PROGNOSTICS - ENABLED 2013
370-015 15WATER TO OIL TRANSMISSION COOLER, IN RADIATOR

END TANK
346-003 TRANSMISSION OIL CHECK AND FILL WITH

ELECTRONIC OIL LEVEL CHECK
35T-001 SYNTHETIC TRANSMISSION FLUID (TES-295

COMPLIANT)
Front Axle and Equipment
400-1BA 210DETROIT DA-F-18.0-5 18,000# FL1 71.0 KPI/3.74 DROP

SINGLE FRONT AXLE
402-1B1 MERITOR EX-L AIR DISC FRONT BRAKES
403-002 NON-ASBESTOS FRONT BRAKE LINING
419-004 FRONT DISC BRAKE ROTORS
409-006 FRONT OIL SEALS
408-001 VENTED FRONT HUB CAPS WITH WINDOW, CENTER

AND SIDE PLUGS - OIL
416-022 STANDARD SPINDLE NUTS FOR ALL AXLES
405-030 FRONT AIR DISC BRAKE INTERNAL ADJUSTERS
536-055 130TRW THP-60 POWER STEERING WITH RCH45 AUXILIARY GEAR
539-003 POWER STEERING PUMP
534-003 54 QUART POWER STEERING RESERVOIR
533-001 OIL/AIR POWER STEERING COOLER
40T-001 MINERAL SAE 80/90 FRONT AXLE LUBE
Front Suspension
620-013 20018,000# TAPERLEAF FRONT SUSPENSION

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440
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
619-005 MAINTENANCE FREE RUBBER BUSHINGS - FRONT

SUSPENSION
410-001 FRONT SHOCK ABSORBERS
Rear Axle and Equipment
420-1K3 2,500MERITOR MT-40-14X 40,000# R-SERIES TANDEM REAR AXLE
421-529 5.29 REAR AXLE RATIO
424-003 30IRON REAR AXLE CARRIER WITH OPTIONAL HEAVY

DUTY AXLE HOUSING
386-074 5 5MXL 176T MERITOR EXTENDED LUBE MAIN DRIVELINE

WITH HALF ROUND YOKES
388-073 MXL 17T MERITOR EXTENDED LUBE INTERAXLE

DRIVELINE WITH HALF ROUND YOKES
878-045 (1) INTERAXLE LOCK VALVE FOR TANDEM DRIVE AXLES 87A-005 INDICATOR LIGHT FOR EACH INTERAXLE LOCKOUT
SWITCH
423-1A4 -80MERITOR EX-L OPTIMIZED AXIAL AIR DISC REAR
BRAKES
433-002 NON-ASBESTOS REAR BRAKE LINING
434-011 BRAKE CAMS AND CHAMBERS ON FORWARD SIDE OF

DRIVE AXLE(S)
451-005 REAR DISC BRAKE ROTORS
425-002 10REAR BRAKE DUST SHIELDS
440-006 REAR OIL SEALS
426-094 20AIR DISC LONGSTROKE 2-DRIVE AXLES SPRING

PARKING CHAMBERS
428-030 REAR AIR DISC BRAKE INTERNAL ADJUSTERS
41T-002 CURRENT AVAILABLE SYNTHETIC 75W-90 REAR AXLE
LUBE
Rear Suspension
622-298 820TUFTRAC GEN2 46,000# REAR SPRING SUSPENSION
621-108 9.5 INCH NOMINAL RIDE HEIGHT (460MM GLOBAL

REFERENCE HEIGHT)
431-003 AXLE CLAMPING GROUP

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441
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
624-025 55 INCH AXLE SPACING
623-006 FORE/AFT AND TRANSVERSE CONTROL RODS
439-001 REAR SHOCK ABSORBERS - ONE AXLE
Pusher / Tag Equipment
429-998 NO PUSHER/TAG BRAKE DUST SHIELDS
Brake System
018-002 AIR BRAKE PACKAGE
490-121 WABCO 4S/4M ABS WITH TRACTION CONTROL
871-001 REINFORCED NYLON, FABRIC BRAID AND WIRE BRAID

REAR PROPORTIONING VALVE
480-088 WABCO SYSTEM SAVER HP WITH INTEGRAL AIR

GOVERNOR AND HEATER
479-003 AIR DRYER MOUNTED INBOARD ON LH RAIL
460-058 STEEL AIR TANKS MOUNTED AFT INSIDE AND/OR

BELOW FRAME JUST FORWARD OF REAR SUSPENSION
477-004 PULL CABLES ON ALL AIR RESERVOIR(S)
Trailer Connections
481-998 NO TRAILER AIR HOSE
476-998 NO AIR HOSE HANGER
914-001 AIR CONNECTIONS TO END OF FRAME WITH GLAD

HANDS FOR TRUCK AND NO DUST COVERS
296-010 PRIMARY CONNECTOR/RECEPTACLE WIRED FOR

SEPARATE STOP/TURN, ABS CENTER PIN POWERED

THROUGH IGNITION

2026my M2106 PLUS DUMP-RICHMOND 08/05/2025

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442
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
303-025 SAE J560 7-WAY PRIMARY TRAILER CABLE

RECEPTACLE MOUNTED END OF FRAME
310-998 NO TRAILER ELECTRICAL CABLE
Wheelbase & Frame
545-482 4825MM (190 INCH) WHEELBASE
546-101 70 13011/32X3-1/2X10-15/16 INCH STEEL FRAME
(8.73MMX277.8MM/0.344X10.94 INCH) 120KSI
547-001 130 3501/4 INCH (6.35MM) C-CHANNEL INNER FRAME

REINFORCEMENT
552-030 1600MM (63 INCH) REAR FRAME OVERHANG
55W-006 FRAME OVERHANG RANGE: 61 INCH TO 70 INCH
AC8-99D CALC'D BACK OF CAB TO REAR SUSP C/L (CA) 124.41 in AE8-99D CALCULATED EFFECTIVE BACK OF CAB TO REAR
SUSPENSION C/L (CA) 121.41 in
AE4-99D CALC'D FRAME LENGTH - OVERALL 282.34 in
FSS-0LH CALCULATED FRAME SPACE LH SIDE 27.17 in
FSS-0RH CALCULATED FRAME SPACE RH SIDE 69.81 in
AM6-99D CALC'D SPACE AVAILABLE FOR DECKPLATE 0.0 in
553-001 SQUARE END OF FRAME
550-001 FRONT CLOSING CROSSMEMBER
559-003 -12LIGHTWEIGHT HEAVY DUTY ALUMINUM ENGINE

CROSSMEMBER
561-001 STANDARD CROSSMEMBER BACK OF TRANSMISSION
562-001 STANDARD MIDSHIP #1 CROSSMEMBER(S)
572-001 STANDARD REARMOST CROSSMEMBER
565-002 30HEAVY DUTY SUSPENSION CROSSMEMBER
Chassis Equipment
556-1AP 30THREE-PIECE 14 INCH PAINTED STEEL BUMPER WITH

COLLAPSIBLE ENDS
558-001 15FRONT TOW HOOKS - FRAME MOUNTED

2026my M2106 PLUS DUMP-RICHMOND 08/05/2025

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443
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
574-011 SINGLE LICENSE PLATE BUMPER MOUNTING ON LH
SIDE
585-998 NO MUDFLAP BRACKETS
590-998 NO REAR MUDFLAPS
586-024 FENDER AND FRONT OF HOOD MOUNTED FRONT

MUDFLAPS
551-007 GRADE 8 THREADED HEX HEADED FRAME FASTENERS
44Z-002 EXTERIOR HARNESSES WRAPPED IN ABRASION TAPE
Fifth Wheel
578-998 NO FIFTH WHEEL
Fuel Tanks
204-154 3580 GALLON/302 LITER ALUMINUM FUEL TANK - LH
218-001 23 INCH DIAMETER FUEL TANK(S)
215-005 PLAIN ALUMINUM/PAINTED STEEL FUEL/HYDRAULIC

TANK(S) WITH PAINTED BANDS
212-007 FUEL TANK(S) FORWARD
664-001 PLAIN STEP FINISH
205-001 FUEL TANK CAP(S)
122-1H3 -5DETROIT FUEL/WATER SEPARATOR WITH WATER IN

FUEL SENSOR
216-020 EQUIFLO INBOARD FUEL SYSTEM
202-016 HIGH TEMPERATURE REINFORCED NYLON FUEL LINE
Tires
093-1YU 100CONTINENTAL HAU 3 WT 315/80R22.5 20 PLY RADIAL

FRONT TIRES
094-12V 184CONTINENTAL HDR2+ 11R22.5 16 PLY RADIAL REAR TIRES
Hubs
418-060 CONMET PRESET PLUS PREMIUM IRON FRONT HUBS
450-060 CONMET PRESET PLUS PREMIUM IRON REAR HUBS

2026my M2106 PLUS DUMP-RICHMOND 08/05/2025

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444
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
Wheels
502-579 66MAXION WHEELS 10041 22.5X9.00 10-HUB PILOT 5.25 INSET 5-HAND STEEL DISC FRONT WHEELS
505-753 40MAXION WHEELS 91262 22.5X8.25 10-HUB PILOT 5-HAND

STEEL DISC REAR WHEELS
496-011 FRONT WHEEL MOUNTING NUTS
497-011 REAR WHEEL MOUNTING NUTS
Cab Exterior
829-071 106 INCH BBC FLAT ROOF ALUMINUM CONVENTIONAL
CAB
650-008 AIR CAB MOUNTING
678-001 LH AND RH GRAB HANDLES
646-045 MOLD-IN COLOR GRILLE
65X-011 MOLD-IN COLOR HOOD MOUNTED AIR INTAKE GRILLE
644-004 FIBERGLASS HOOD
690-002 TUNNEL/FIREWALL LINER
727-1AF 4SINGLE 14 INCH ROUND HADLEY AIR HORN UNDER LH
DECK
726-001 SINGLE ELECTRIC HORN
575-001 REAR LICENSE PLATE MOUNT END OF FRAME
312-089 LED HEADLIGHT ASSEMBLY AND INCANDESCENT

MARKER/TURN LAMP
302-047 LED AERODYNAMIC MARKER LIGHTS
311-001 DAYTIME RUNNING LIGHTS
294-1AY INTEGRAL LED STOP/TAIL/BACKUP LIGHTS
300-015 STANDARD FRONT TURN SIGNAL LAMPS
744-1BK DUAL WEST COAST MOLDED-IN COLOR HEATED

MIRRORS WITH LH AND RH REMOTE
797-001 DOOR MOUNTED MIRRORS

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445
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
796-001 102 INCH EQUIPMENT WIDTH
743-1AP LH AND RH 8 INCH MOLDED-IN COLOR CONVEX
MIRRORS M0UNTED UNDER PRIMARY MIRRORS
729-001 STANDARD SIDE/REAR REFLECTORS
677-016 DUAL LEVEL CAB ENTRY STEPS ON BOTH SIDES
768-043 63X14 INCH TINTED REAR WINDOW
661-003 TINTED DOOR GLASS LH AND RH WITH TINTED NON-

OPERATING WING WINDOWS
654-011 RH AND LH ELECTRIC POWERED WINDOWS
663-013 1-PIECE SOLAR GREEN GLASS WINDSHELD
659-007 8 LITER (2 GAL) WINDSHIELD WASHER RESERVOIR, CAB

MOUNTED, WITHOUT FLUID LEVEL INDICATOR
Cab Interior
055-019 RUGGED TRIM PACKAGE
707-107 GRAY & CARBON VINYL INTERIOR "RUGGED"
70K-020 CARBON WITH PREMIUM GUNMETAL ACCENT
(RUGGED)
706-013 MOLDED DOOR PANEL
708-013 MOLDED PLASTIC DOOR PANEL
772-006 BLACK MATS WITH SINGLE INSULATION
785-034 ASH CUP AND (1)LIGHTER, (1)12V POWER OUTLET,
(1)DASH MTD DUAL USB-C OUTLET
691-001 FORWARD ROOF MOUNTED CONSOLE
693-019 LH AND RH DOOR STORAGE POCKETS INTEGRATED

INTO MOLDED DOOR PANELS
738-021 DIGITAL ALARM CLOCK IN DRIVER DISPLAY
742-007 (2) CUP HOLDERS LH AND RH DASH
680-029 M2/SD DASH
720-003 105 LB. FIRE EXTINGUISHER

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446
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
700-002 HEATER, DEFROSTER AND AIR CONDITIONER
701-001 STANDARD HVAC DUCTING
703-005 MAIN HVAC CONTROLS WITH RECIRCULATION SWITCH
170-015 STANDARD HEATER PLUMBING
130-041 VALEO HEAVY DUTY A/C REFRIGERANT COMPRESSOR
702-002 BINARY CONTROL, R-134A
739-034 PREMIUM INSULATION
285-013 SOLID-STATE CIRCUIT PROTECTION AND FUSES
280-007 12V NEGATIVE GROUND ELECTRICAL SYSTEM
324-1B3 STANDARD LED CAB LIGHTING
787-998 NO SECURITY DEVICE
657-001 DOOR LOCKS AND IGNITION SWITCH KEYED THE SAME
78G-006 KEY QUANTITY OF 6
655-005 LH AND RH ELECTRIC DOOR LOCKS
740-998 -20 -15NO MATTRESS
722-002 10TRIANGULAR REFLECTORS WITHOUT FLARES
756-338 30BASIC ISRINGHAUSEN HIGH BACK AIR SUSPENSION

DRIVERS SEAT WTIH MECHANICAL LUMBAR AND

INTEGRATED CUSHION EXTENSION
760-338 25 10BASIC ISRINGHAUSEN HIGH BACK AIR SUSPENSION

PASSENGER SEAT WTIH MECHANICAL LUMBAR AND

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447
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
COLUMN
540-070 4-SPOKE 18 INCH (450MM) LEATHER WRAPPED

LOWER STORAGE
87L-001 ENGINE REMOTE INTERFACE WITH PARK BRAKE

INTERLOCK
870-002 BRIGHT ARGENT FINISH GAUGE BEZELS
486-001 LOW AIR PRESSURE INDICATOR LIGHT AND AUDIBLE
ALARM
840-001 DUAL NEEDLE PRIMARY AND SECONDARY AIR

PRESSURE GAUGE
198-025 INTAKE MOUNTED AIR RESTRICTION INDICATOR

WITHOUT GRADUATIONS
721-001 397 DB BACKUP ALARM
149-015 ELECTRONIC CRUISE CONTROL WITH CONTROLS ON

STEERING WHEEL SPOKES
156-007 KEY OPERATED IGNITION SWITCH AND INTEGRAL
START POSITION; 4 POSITION

OFF/RUN/START/ACCESSORY
811-044 PREMIUM INSTRUMENT CLUSTER WITH 5.0 INCH TFT

COLOR DISPLAY
81B-003 DIGITAL PANEL LAMP DIMMER SWITCH IN DRIVER

DISPLAY
160-038 HEAVY DUTY ONBOARD DIAGNOSTICS INTERFACE

CONNECTOR LOCATED BELOW LH DASH
844-001 2 INCH ELECTRIC FUEL GAUGE
148-072 ENGINE REMOTE INTERFACE WITH ONE OR MORE SET
SPEEDS
48H-003 QUICKFIT POWERTRAIN INTERFACE CONNECTOR

UNDER CAB WITH CAPS
48C-003 QUICKFIT PROGRAMMABLE INTERFACE

CONNECTOR(S) UNDER CAB WITH CAP

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Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
163-014 ENGINE REMOTE INTERFACE CONNECTOR AT

POWERTRAIN INTERFACE CONNECTOR
856-001 ELECTRICAL ENGINE COOLANT TEMPERATURE GAUGE
864-022 DIGITAL TRANSMISSION OIL TEMPERATURE IN DRIVER

DISPLAY
867-004 ELECTRONIC OUTSIDE TEMPERATURE SENSOR

DISPLAY IN DRIVER MESSAGE CENTER
830-017 ENGINE AND TRIP HOUR METERS INTEGRAL WITHIN

DRIVER DISPLAY
372-123 PTO CONTROLS FOR ENHANCED VEHICLE

ELECTRIC/ELECTRONIC ARCHITECTURE
736-998 NO OBSTACLE DETECTION SYSTEM
72J-998 NO DR ASSIST SYSTEM
49B-004 ELECTRONIC STABILITY CONTROL
73B-998 NO LANE DEPARTURE WARNING SYSTEM
852-002 ELECTRIC ENGINE OIL PRESSURE GAUGE
679-998 NO OVERHEAD INSTRUMENT PANEL
35M-010 101 QUICKFIT PROGRAMABLE MODULE (QPM/XMC)
1U1-002 TOP OF DASH RAM MOUNT WITHOUT POWER OR

GROUND, FOR CUSTOMER FURNISHED DEVICE
746-143 7" B-PANEL INTERACTIVE TOUCHSCREEN DISPLAY

RADIO W/ USB-C, APPLE CARPLAY, ANDROID AUTO,

WIFI/BLUETOOTH, SDAR/SIRIUSXM, GNSS/GPS
78C-003 INTEROPERABLE SDAR ANTENNA
74D-006 STANDARD RADIO WIRING WITH STEERING WHEEL

CONTROLS

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449
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
810-027 ELECTRONIC MPH SPEEDOMETER WITH SECONDARY

KPH SCALE, WITHOUT ODOMETER
817-001 STANDARD VEHICLE SPEED SENSOR
812-001 ELECTRONIC 3000 RPM TACHOMETER
813-1C8 DETROIT CONNECT PLATFORM HARDWARE
8D1-313 3 YEARS DAIMLER CONNECTIVITY BASE PACKAGE ON
(FEATURES VARY BY MODEL) POWERED BY DETROIT

CONNECT ON CUMMINS ENGINES
6TS-008 (2) TMC RP1226 ACCESSORY CONNECTORS: (1)

LOCATED BEHIND PASSENGER SIDE REMOVABLE DASH
PANEL (1) CENTER OF OVERHEAD CONSOLE
162-002 IGNITION SWITCH CONTROLLED ENGINE STOP
81Y-005 PRE-TRIP INSPECTION FEATURE FOR EXTERIOR LAMPS
ONLY
264-030 (1) OVERHEAD MOUNTED LANYARD CONTROL FOR

DRIVER AIR HORN
482-001 STANDARD TRACTOR PROTECTION VALVE
883-001 TRAILER HAND CONTROL BRAKE VALVE
836-015 DIGITAL VOLTAGE DISPLAY INTEGRAL WITH DRIVER

DISPLAY
660-008 SINGLE ELECTRIC WINDSHIELD WIPER MOTOR WITH
DELAY
304-030 ROTARY HEADLAMP SWITCH, MARKER

LIGHTS/HEADLIGHTS SWITCH WITH PULL OUT FOR

OPTIONAL FOG/ROAD LAMPS
882-004 TWO VALVE PARKING BRAKE SYSTEM WITH WARNING

INDICATOR
299-020 SELF CANCELING TURN SIGNAL SWITCH WITH DIMMER,

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450
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS
Data Code Weight Front Weight RearDescription
986-020 BLACK, HIGH SOLIDS POLYURETHANE CHASSIS PAINT
962-972 POWDER WHITE (N0006EA) FRONT WHEELS/RIMS
(PKWHT21, TKWHT21, W, TW)
966-972 POWDER WHITE (N0006EA) REAR WHEELS/RIMS
(PKWHT21, TKWHT21, W, TW)
964-6Z7 BUMPER PAINT: FP24812 ARGENT SILVER DUPONT
FLEX
963-003 STANDARD E COAT/UNDERCOATING
Certification / Compliance
996-001 U.S. FMVSS CERTIFICATION, EXCEPT SALES CABS AND

GLIDER KITS

T O T A L V E H I C L E S U M M A R Y
Weight Summary
Weight
Rear
Total
Weight
Weight
Front
Factory Weight+ 15485 lbs7627 lbs7858 lbs
Total Weight+ 7858 lbs 7627 lbs 15485 lbs
Other Factory Charges
PNZ-002 CARB-COMPLIANT BASE WARRANTY DD8 DS/B6.7 L9 >=330 PMV-024 GHG24 SURCHARGE - CUMMINS
PNV-003 CARB24 SURCHARGE - CUMMINS(AMOUNT TO BE DETERMINED) RD1-313 3 YEARS DAIMLER CONNECTIVITY BASE PACKAGE ON (FEATURES

VARY BY MODEL) POWERED BY DETROIT CONNECT ON CUMMINS

ENGINES
RAG-020 CUMMINS TARIFF CHARGE - $205
PAT-025 STEEL, ALUMINUM, AND CHINA TARIFF IMPACT FEE 108/114 SD AND M2 106/112
R26-001 MY26 ESCALATOR
P73-2FT STANDARD DESTINATION CHARGE

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451
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

If weight is critical, contact Customer Application Engineering.

2026my M2106 PLUS DUMP-RICHMOND 08/05/2025

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Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS

DIMENSIONS

VEHICLE SPECIFICATIONS SUMMARY - DIMENSIONS
Model M2106
Wheelbase (545) 4825MM (190 INCH) WHEELBASE
Rear Frame Overhang (552) 1600MM (63 INCH) REAR FRAME OVERHANG Fifth Wheel (578) NO FIFTH WHEEL
Mounting Location (577) NO FIFTH WHEEL LOCATION
Maximum Forward Position (in) 0
Maximum Rearward Position (in) 0
Amount of Slide Travel (in) 0
Slide Increment (in) 0
Desired Slide Position (in) 0.0
Cab Size (829) 106 INCH BBC FLAT ROOF ALUMINUM CONVENTIONAL CAB Sleeper (682) NO SLEEPER BOX/SLEEPERCAB
Exhaust System (016) RH OUTBOARD UNDER STEP MOUNTED HORIZONTAL AFTERTREATMENT SYSTEM

ASSEMBLY WITH RH B-PILLAR MOUNTED VERTICAL TAILPIPE
Cab to Body Clearance (in) 3.0

2026my M2106 PLUS DUMP-RICHMOND 08/05/2025

Page 1 of 2 ends

12:37 PM
453
Prepared For :

RICHMOND CITY OF
6 13TH STREET
RICHMOND, CA 94801

UNITED STATES
Phone :510-231-3035
6006 MIRAMAR RD.

Prepared by:

Dan Walters
SAN DIEGO, CA 92121
Phone :619-564-3710

VELOCITY TRUCK CENTERS

TABLE SUMMARY - DIMENSIONS
Performance calculations are estimates only. If performance calculations are critical, please contact Customer Application Engineering.

2026my M2106 PLUS DUMP-RICHMOND 08/05/2025

Page 2 of 2 ends

12:37 PM
454
8/11/2025
Emily Combs
455

Reso. No. _____

Page 1 of 2 ends

DocID #52247v1
RESOLUTION NO. ______-25

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RICHMOND,

CALIFORNIA, APPROVING A PURCHASE WITH NATIONAL AUTO FLEET GROUP FOR ONE (1) 2026 FREIGHTLINER 114SD PLUS LOWBOY TRACTOR AND TWO (2) 2026 FREIGHTLINER M2106 PLUS DUMP TRUCKS IN AN AMOUNT NOT-TO-EXCEED $735,690.00

WHEREAS, the Public Works Department maintains a fleet of specialized vehicles essential for delivering city -wide services, including roadway maintenance, construction, and hauling operations; and

WHEREAS, several aging units within the City’s fleet have reached the end of their service life and require replacement to ensure reliability, efficiency, and compliance with safety and environmental standards; and

WHEREAS, Public Works staff evaluated procurement options and identified National Auto Fleet Group as the most advantageous vendor for these purchases; and

WHEREAS, National Auto Fleet Group holds a current Sourcewell cooperative purchasing contract (Contract #032824 -NAF) for Class 4 –8 chassis and cabs with related equipment, accessories, and services, which was competitively solicited and awarded by Sourcewell, ensuring compliance with Richmond Municipal Code Section 2.52.330 – Piggyback Procurement; and

WHEREAS, the proposed purchases include one (1) 2026 Freightliner 114SD Plus Lowboy Tractor with Enoven upfit in the amount of $240,872.00 (Quote ID #3244HD) and two (2) 2026 Freightliner M2106 Plus Dump Trucks with 1 5’ Enoven dump bodies in the amount of $494,817.60 (Quote ID #3245HD); and

WHEREAS, the total not -to-exceed purchase amount of $735,690.00 includes chassis, upfit, taxes, tire fees, and delivery; and

WHEREAS, the adopted Fiscal Year 2025 -2026 Public Works Fleet Maintenance Capital Improvement Plan budget (Account string: 50336031 -400705-03C04) has adequate funds to support this purchase.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Richmond that a purchase is approved with National Auto Fleet Group for one (1) 2026 Freightliner 114SD Plus Lowboy Tractor and two (2) 2026 Freightliner M2106 Plus Dump Trucks, in an amount not-to-exceed $735,690.00.

******************

***THE CLERK’S OFFICE WILL COMPLETE THE INFORMATION BELOW****

I certify that the foregoing resolution was passed and adopted by the City Council of the City of Richmond at a regular meeting thereof held on September 23, 2025, by the following vote:

AYES: AYES:

NOES:

ABSTENTIONS:

ABSENT:
456

Reso. No. _____

Page 2 of 2 ends

DocID #52247v1

CLERK OF THE CITY OF RICHMOND
(SEAL)
Approved:

Mayor

Approved as to form:

City Attorney

State of California }
County of Contra Costa : ss.

City of Richmond }

I certify that the foregoing is a true copy of Resolution No. _____, finally passed and adopted by the City Council of the City of Richmond at a regular meeting held on September 2, 2025.

_______________________________________
Pamela Christian, Clerk of the City of Richmond
457

Page 1 of 3 ends

September 23, 2025
DocID #52969v1

Public Works

DATE: September 23, 2025
TO: Mayor Martinez and Members of the City Council
FROM:

Daniel Chavarria, PE Director of Public Works
Robert Armijo, PE, Deputy Director of Public Works / City Engineer
Hillal Hamdan, PE, Senior Engineer

Subject:

Resolution Authorizing the City Manager to Execute a
Cooperative Agreement with Caltrans for the Central
Avenue I-80 Undercrossing Pedestrian and Bicycle
Improvements Project.

FINANCIAL IMPACT: The proposed $50,000 expenditure is included within the approved Fiscal Year 2025-2026 budget in the Measure
J Fund. This contribution fulfills the City’s prior funding commitment made in 2020 (Account String: 20236031 –
400261).

PREVIOUS COUNCIL
ACTION:

None.

STATEMENT OF THE
ISSUE:

The City of Richmond previously pledged $50,000 in
support of the Central Avenue I-80 Undercrossing
Pedestrian and Bicycle Improvements Project. City
Council action is required at this time to adopt a
resolution authorizing the City Manager to execute a
cooperative agreement with Caltrans to formalize this
funding commitment.

AGENDA
REPORT
458

Page 2 of 3 ends

September 23, 2025
DocID #52969v1
RECOMMENDED ACTION: ADOPT a resolution and AUTHORIZE the city manager to execute a cooperative agreement with Caltrans for the City of Richmond’s $50,000 contribution to the Central
Avenue I-80 Undercrossing Pedestrian and Bicycle
Improvements Project - Public Works Department (Hillal
Hamdan 510-621-1612/Robert Armijo 510-620-5477).

DISCUSSION:

The Active Transportation Program offers competitive grant funding for projects that enhance pedestrian and bicycle access. In strong support of Caltrans District 4’s application for an Active Transportation Program grant to fund the Central Avenue Interstate 80 Undercrossing Pedestrian and Bicycle Improvements Project, both the City of Richmond and the City of El Cerrito have expressed interest in contributing local funds to help Caltrans District 4 meet the required 10 percent local match.

On April 24, 2020, the West Contra Costa Transportation Advisory Committee (WCCTAC) adopted a resolution to contribute $400,000 from Measure J Program 28b (Subregional Needs) funds to Caltrans as a local match for its Active Transportation Program (ATP) grant application. The funds will support pedestrian and bicycle improvements along Central Avenue under the Interstate 80 overpass in the City of Richmond.

On July 27, 2020, the City of Richmond transmitted a letter to the California Transportation Commission expressing Richmond’s intent to contribute $50,000 as a local match in support of the Central Avenue Undercrossing Pedestrian and Bicycle Improvements Project (Attachment 1). On July 9, 2020, the City of El Cerrito similarly indicated its intent to provide $50,000 in support of the project (Attachment 2).

The project is located along Central Avenue at the I-80 crossing between San Joaquin Street/Jacuzzi Street and San Luis Street/Pierce Street in Richmond, immediately adjacent to the City of El Cerrito (Attachment 3).

The project scope includes upgrading pedestrian facilities, constructing new dedicated bikeways, and providing new pedestrian lighting and fencing. These improvements will strengthen regional connectivity by linking the El Cerrito Plaza BART station, the Bay Trail, Point Isabel, nearby retail centers, and surrounding neighborhoods, while enhancing safety for pedestrians and bicyclists.

Caltrans District 4 will serve as the lead agency and will be responsible for design, construction, and overall project delivery, with the City’s role limited to the agreed financial contribution. This cooperative agreement is now required to formalize the City’s previously stated financial commitment and to enable Caltrans to proceed with implementation.

459

Page 3 of 3 ends

September 23, 2025
DocID #52969v1
Anticipated Project Timeline:
 October 2024: Project Kick-off
 November 2024 – February 2025: Data Collection & Analysis; Outreach begins  January 2025 – June 2026: Engineering and Design, Construction Plans  June 2026 – August 2026: Bid for Construction
 September 2026 – March 2027: Construction

To document and fulfill the City of Richmond’s funding obligation, City staff recommends that the City Council adopt a resolution authorizing the City Manager to execute a cooperative agreement between Caltrans and the City of Richmond to memorialize the City’s contribution of $50,000 to support the I-80/Central Avenue Undercrossing project (Attachments 4 and 5).

DOCUMENTS ATTACHED:

Attachment 1 – City Manager’s 2020 Commitment Letter
Attachment 2 – Letters of support
Attachment 3 – Project location map
Attachment 4 – Resolution
Attachment 5 – Cooperative agreement with Caltrans

460
461

El Cerrito

Hercules

Pinole

Richmond

San Pablo

Contra Costa
County

AC Transit

BART

WestCAT

July 8, 2020

Mitch Weiss
Executive Director
California Transportation Commission
1120 N Street
Sacramento, CA 95814

RE: Support for Central Avenue I-80 Undercrossing Pedestrian and Bicycle Improvements

Dear Mr. Weiss:

On behalf of the West Contra Costa Transportation Advisory Committee (WCCTAC), I am writing in strong support of the Caltrans District 4’s application for an Active Transportation Program (ATP) grant to fund the Central Avenue Interstate 80 Undercrossing Pedestrian and Bicycle Improvements (Project). The WCCTAC Board recently voted unanimously to provide a local match of $400,000 to support this project since it will provide much needed upgrades to existing pedestrian facilities, along with new dedicated bikeways to improve mobility and connectivity along Central Avenue across Interstate 80 in the City of Richmond. Their Resolution outlining this funding commitment is included in the application.

With recently completed improvements to bicycle facilities on Central Avenue, just to the west, this project would provide a much-needed link for the proposed El Cerrito BART to Bay Trail Connector, identified in the 2015 El Cerrito Active Transportation Plan. The Connector will encourage walking and biking in this congested corridor by improving access for commuters, recreators, and the general public to the El Cerrito Plaza BART Station and the San Francisco Bay Trail, as well as Point Isabel, nearby retail, and neighborhood destinations. Furthermore, this project will benefit MTC-identified communities of concern, ensuring that underrepresented communities fully share in its public health and mobility benefits.

WCCTAC is confident that this project will meet ATP’s goals of improving safety and mobility for non-motorized users and will increasing walking and biking trips along Central Avenue. WCCTAC is has been impressed Caltrans District 4’s efforts in putting together this application, including their attention to detail, the local partnership s they’ve assembled, the funding commitments they’ve secured, and the local outreach they’ve engaged in with the community. WCCTAC strongly recommends selection of this project for funding.

Sincerely,

John Nemeth
Executive Director, WCCTAC
462
463
Chris Kelley
464

OFFICE OF THE CITY MANAGER

CITY HALL 10890 San Pablo Avenue, El Cerrito, CA 94530 Telephone (510) 215-4305 Fax (510) 215-4379 http://www.el-cerrito.org

July 9, 2020

Mitch Weiss, Executive Director
California Transportation Commission
1120 N Street
Sacramento, CA 95814

Re: Funding Commitment for Central Avenue I-80 Undercrossing Pedestrian and Bicycle Improvements

Dear Mitch Weiss:

The City of El Cerrito is pleased to provide our funding commitment as indicated in Caltrans District 4’s Active Transportation Program (ATP) application for the Central Avenue Interstate 80 Undercrossing Pedestrian and Bicycle Improvements (Project). The Project will provide much -needed upgrades to pedestrian facilities and new dedicated bikeways to improve mobility and connectivity along Central Avenue across Interstate 80 linking the cities of Richmond and El Cerrito.

The City of El Cerrito is committed to providing funds in the amount of $50,000 in Fiscal Year 2024 -25 to use as a local match for implementation of the Project. The funding sources may include the City’s SB 1 Local Streets and Roads Program (LSRP), SB 1 Formulaic Local Partnership Program (LPP), Transportation Development Act Article 3 Program, or other sources secured by the City at that time.

We are excited to work with Caltrans District 4 to engage further with the community, refine the project design, and support project implementation. If you or your staff have any questions regarding this matter, please contact Yvetteh Ortiz, Public Works Director/City Engineer, at yortiz@ci- el-cerrito.ca.us or (510) 215-4345.

Sincerely,

Karen Pinkos
City Manager
City of El Cerrito
465
466

WB ENTRANCE RAMP

EB EXIT RAMP
C
E
N
T
R
A
L

A
V
E
N
U
E

EB ENTRANCE RAMP

WB EXIT RAMP

JACUZZI STREET

PIERCE STREET SAN LUIS STREET

NO SCALE

INDEX OF PLANS
SHEET No. DESCRIPTION

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

PROJECT PLANS FOR CONSTRUCTION ON
TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2024

STATE HIGHWAY AND CITY STREET
AT CENTRAL AVENUE ROUTE 80 UNDERCROSSING

IN RICHMOND

IN CONTRA COSTA COUNTY

SAN JOAQUIN STREET
TO Sacramento
TO San Francisco
BEGIN CONSTRUCTION (ROUTE 80)
Sta "CEN1" 17+12 PM 0.23
Sta "CEN1" 21+58 PM 0.23
END CONSTRUCTION (ROUTE 80)
INCLUDED IN THE NOTICE TO BIDDERS AND SPECIAL PROVISIONS BOOK.

THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT IS

PLANS APPROVAL DATE
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
No.

Exp.

CIVIL
x
x
x
x
x

LAST REVISION

PROJECT ENGINEER

REGISTERED CIVIL ENGINEER
DATE
SHEET

DEL NORTE SISKIYOU MODOC

HUMBOLDT

TRINITY SHASTA LASSEN
TEHAMA

MENDOCINO

GLENN BUTTE
PLUMAS
SIERRA
NEVADA

PLACERYUBA
COLUSA
LAKE
YOLO

NAPASONOMA

EL DORADO
MARIN

AMADOR ALPINE

CALAVERAS
CONTRA
COSTA

TUOLUMNE
MONO
SANTA
CLARA

SANTA CRUZ

STANISLAUS

MARIPOSA
MERCED
MADERA
FRESNO

MONTEREY
INYO
TULARE
KINGS

OBISPO KERN
SANTA

BARBARA

VENTURA

LOS ANGELES

SAN BERNARDINO

RIVERSIDE

IMPERIALSAN DIEGO
ORANGE
SOLANO

ALAMEDA
M
E
N
T
O
S
A
C
R
A
-

JOAQUINSAN
SAN
BENITO
SAN
LUIS
S
U
T
T
E
R

SAN FRANCISCO

SAN MATEO
Dist COUNTY ROUTE TOTAL

SHEETSTOTAL PROJECT

LOCATION MAP

POST MILES
No.

OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."
DATE PLOTTED =>
19:32
09-JAN-2025
TIME PLOTTED =>
R
COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.

RESPONSIBLE FOR THE ACCURACY OR

OFFICERS OR AGENTS SHALL NOT BE

THE STATE OF CALIFORNIA OR ITS
R

THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)
CONTRACT No.

PROJECT ID
PROJECT NUMBER & PHASEUNIT0421000249ab001.dgn
p009620DUSERNAME =>
DGN FILE =>

RELATIVE BORDER SCALE

IS IN INCHES
0 2 31
CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/BORDER LAST REVISED 8/1/2016 80CC04 0.23
01-08-25
04-2W6604
0421000249
0421000024910000

PROJECT MANAGERDESIGN MANAGER

RICHMOND
Begin Work
Sta "CE4" 01+00
End Work
Sta "CE2" 04+40

VENDOR DRAWINGS

REVISED STANDARD PLANS

ELECTRICAL SYSTEMS PLAN, DETAILS AND QUANTITIES

PLANTING LEGEND, PLAN, AND QUANTITIES

IRRIGATION PLAN AND QUANTITIES

IRRIGATION REMOVAL PLAN

IRRIGATION SPRINKLER SCHEDULE

LANDSCAPE LAYOUT PLAN, DETAILS AND QUANTITIES

SUMMARY OF QUANTITIES

PAVEMENT DELINEATION AND SIGN PLAN, DETAILS AND QUANTITIES

STAGE CONSTRUCTION AND TRAFFIC HANDLING PLAN, AND QUANTITIES

MOTORIST INFORMATION PLAN

CONSTRUCTION AREA SIGNS

DRAINAGE PLAN, PROFILES, DETAILS AND QUANTITIES

CONSTRUCTION DETAILS
LAYOUT

KEY MAP AND LINE INDEX

TYPICAL CROSS SECTIONS

TITLE SHEET AND LOCATION MAP
ROUTE 80
EB
WB
ROUTE 806
1 6
2 0
2 3
1 1
4 4 6
24 2 4
467
"CEN1" LINE
BENT 3 BENT 2

1.5% Max 1.5% Max
14'-10" Vert Clr 14'-10" Vert Clr
EB
Abut 1Abut 4
BB
(CL-I) & SIDEWALK
2-WAY BIKE LANE
Var

5.2'
0' TO
Var

BLANKET
ROCK
Var 7' 12' 11' 12' 11' 12' 16'
Var
Var
Var Var
COLUMN
BRIDGE
Exist
(Type 50D)
Conc BARRIER
Exist

BLANKET
ROCK
& SIDEWALK

LANE (CL-I)
1-WAY BIKE
2 1
2 2
COLUMN
BRIDGE
Exist
(Type 50D)

BARRIER
Conc
Exist

BLANKET
ROCK

BRIDGE DECK
Exist

REMOVED)
(TO BE
FENCE
Exist

REMOVED)
(TO BE
FENCE
Exist
Var
7' TO 8.6'

8.6'
0' TO
2 7' TO 14'
OG

SEE LANDSCAPE PLANS

SEE LANDSCAPE PLANS
Var
DECK
BRIDGE
Exist 40.8' TO 45.7'

ROCK MULCH

BLANKET
ROCK
Var

ROCK MULCH
37' TO 38.8'
(PICKET)
FENCE
METAL

SECURITY
(PICKET)
FENCE
METAL

SECURITY

0.5'0.5'
PLANS

SEE LANDSCAPE
(TYPE A1-6)
CURB
CURB (TYPE A1-6)

SEE LANDSCAPE PLANS
(TYPE A1-6)
CURB
CURB (TYPE A1-6)

94.8' TO 96.5'
BKSW

94.7' TO 95.3'
BKSW

4.5' 1.5'4.5'1.5'
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
10:10
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ca001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
OG
"CEN1" LINE
1 2 22
1 2

RETAINING CURB
C&G (TYPE A2-6)

RETAINING CURBRETAINING CURB

1.5% MaxMax

1.5%

BLANKET
ROCK
FL

SIDEWALK

10.2'

9.9' TO 31.4' TO 34.8'
(CL-I) & SIDEWALK
2-WAY BIKE LANE

BLANKET
ROCK
CONFORM TO Exist

SEE LANDSCAPE PLANS
CONFORM TO Exist

SEE LANDSCAPE PLANS
4' VarVar2'5' Var 16' 4'

33.2' TO 53.3'
Var
FL
0' TO 19.3'

S/CBKSW
CONFORM TO Exist
EP
Exist)
(MATCH

EMBANKMENT
X-1

TYPICAL CROSS SECTIONS

NO SCALE
TYPICAL PAVEMENT STRUCTURE SECTIONSNOTES: LEGEND:
#
# SECTION NUMBER

PROPOSED PAVEMENT STRUCTURE
1 2

SECTION NUMBER
Exist PAVEMENT STRUCTURE
(X.X) Exist ROADWAY CROSS SLOPE 0.25' CLASS 2 AB

0.33' MINOR CONCRETE

0.50' CLASS 2 AB

1.00' HMA (TYPE A)
1 FOR RETAINING CURBS.

PLACE 6" CLASS 2 AB UNDER ALL CONCRETE CURBS, EXCEPT 3.

ON AS-BUILT PLANS. ACTUAL MAY VARY.

Exist PAVEMENT STRUCTURE SECTIONS SHOWN ARE BASED 2.

STANDARD SPECIFICATIONS.

SECTIONS) ARE SUBJECT TO TOLERANCES SPECIFIED IN THE
DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL 1.
"CEN1" 18+80.05 TO "CEN1" 21+05.95

0.83' IMPORTED SUBBASE MATERIAL

0.67' UNTREATED BASE

0.25' TYPE "A" PLANT-MIXED SURFACING
Exist
2 CENTRAL AVENUE
"CEN1" 17+94.82 TO "CEN1" 18+80.05

0.5' IMPORTED SUBBASE MATERIAL

0.25' Conc
Exist
ABBREVIATIONS:

CURB AND GUTTERC&G

BACK OF SIDEWALKBKSW
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
468
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
19:38
09-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249da001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
16 20 23
7 8
9 1 2
1 5
2 3
4 6
1 4
2 3
4 4
5 62
3 4
2 4
3 4
SCALE: 1" = 50'
K-1
W
B

E
N
T
R
A
N
C
E

R
A
M
P
"C
E
3 " L
IN
E
E
B

E
X
IT

R
A
M
P
"C
E
4 " L
IN
E

CENTRAL AVENUE
"CEN1" LINE
"C
E
1 " L
IN
E
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P
J
A
C
U
Z
Z
I S
T
R
E
E
T
P
IE
R
C
E

S
T
R
E
E
T
S
A
N

L
U
IS

S
T
R
E
E
TS
T
R
E
E
T
S
A
N

J
O
A
Q
U
IN

20 SCALE
50 SCALE
20 SCALE

KEY MAP AND LINE INDEX
R
A
M
P
E
B

E
N
T
R
A
N
C
E

E-7
E-4
C-2
E-2
SC-2
SC-1
PD-1
D-1
L-2
L-1
E-5
E-3
C-1
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
W
B
E
B
R
O
U
T
E

8 0
"I8
0 " L
IN
E
469
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
07:35
07-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249ea001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
16 20 23
7 8
9 1 2
11 5
2 3
4 6
1 4
2 3
4 4
5 62
3 4
2 4
3 4
LAYOUT
SCALE: 1" = 50'
L-1
R/W
CURVE DATANOTES:

W
B

E
N
T
R
A
N
C
E

R
A
M
P
"C
E
3 " L
IN
E
E
B

E
X
IT

R
A
M
P
"C
E
4 " L
IN
E

CENTRAL AVENUE
"CEN1" LINE
"C
E
1 " L
IN
E
"C
E
2 " L
IN
E
J
A
C
U
Z
Z
I S
T
R
E
E
T
P
IE
R
C
E

S
T
R
E
E
T
S
A
N

L
U
IS

S
T
R
E
E
T
1 2
3 R/W
R
/
W
R
/
W
R
/
W
R/W
R
/
W
"CEN1" 19+44.83 EC
"CEN1" 17+88.08 BC
"I80" 4+74.57 EC
"I80" 2+37.45 BC
S
T
R
E
E
T
S
A
N

J
O
A
Q
U
IN

"CE2" 3+44.26 EC "CE2" 2+00 BC
1 3
7 .4
5 '
"CEN1" 18+80.06 POC =
"CE2" 4+00 POT
"CE3" 4+41.72 POT
"CEN1" 18+86.15 POC =
"CEN1" 19+96.01 POT
"I80" 3+99.87 POC = "CE1" 4+00 POT
"CEN1" 20+74.24 POT =
"CE4 4+10.90 POT
"CEN1" 21+05.95 POT =
#
(SEE TYPICAL CROSS SECTIONS)

PAVEMENT STRUCTURE SECTION
LEGEND:
1 1
2 2
1 1
1 1

BEG (SW), (CURB RAMP)
Beg C&G (TYPE A2-6)

38.21' Lt "CEN1" 16+97.91

END (SW), (CURB RAMP)
END C&G (TYPE A2-6)

69.09' Lt "CEN1" 17+36.43

CURB AND GUTTERC&G
ABBREVIATION:

BEG (SW), (CURB RAMP)
Beg C&G (TYPE A2-6)

41.10' Rt "CEN1" 17+08.38

END (SW), (CURB RAMP)
END C&G (TYPE A2-6)

79.25' Rt "CEN1" 17+63.29

BEG (SW), (CURB RAMP)
Beg C&G (TYPE A2-6)

64.34' Lt "CEN1" 17+98.22

END (SW), (CURB RAMP)
END C&G (TYPE A2-6)

49.41' Lt "CEN1" 18+38.38

BEG (SW), (CURB RAMP)
Beg C&G (TYPE A2-6)

46.33' Rt "CEN1" 21+46.52

END (SW), (CURB RAMP)
END C&G (TYPE A2-6)

30.15' Rt "CEN1" 21+59.77
Beg C&G (TYPE A2-6)

70.20' Rt "CEN1" 18+02.17
END C&G (TYPE A2-6)

53.26' Rt "CEN1" 18+06.97
END C&G (TYPE A2-6)

26.83' Lt "CE3" 3+95.95
Beg C&G (TYPE A2-6)

25.82' Lt "CE3" 3+78.88
200'

R
A
M
P
E
B

E
N
T
R
A
N
C
E
END C&G (TYPE A2-6)

0.05' Lt "CE1" 4+49.28
Beg C&G (TYPE A2-6)

6.67' Lt "CE1" 4+35.15
Beg C&G (TYPE A2-6)

15.94' Lt "CE4" 3+60.61
END C&G (TYPE A2-6)

19.09' Lt "CE4" 3+78.65
R
A
M
P
W
B

E
X
IT

Beg C&G (TYPE A2-6)

3.83' Lt "CE2" 3+49.47
END C&G (TYPE A2-6)

12.45' Lt "CE2" 3+65.33
Beg C&G (TYPE A2-6)

6.67' Rt "CE3" 3+77.25
END C&G (TYPE A2-6)

11.88' Rt "CE3" 3+94
1 No. R T L
1 2
3 x
450'
9999.98'
13604.96' 118.56'

79.18'

72.14'
237.12'
156.75'
144.26'
Beg CURB (TYPE A1-6)

58.43' Rt "CEN1" 19+23
END CURB (TYPE A1-6)

52.67' Rt "CEN1" 20+86.54
END CURB (TYPE A1-6)

43.69' Lt "CEN1" 20+52.70
Beg CURB (TYPE A1-6)

51.59' Lt "CEN1" 18+91.71
Beg CURB (TYPE A1-6)

36.33' Lt "CEN1" 18+92.70
END CURB (TYPE A1-6)

35.38' Lt "CEN1" 20+52.70
Beg CURB (TYPE A1-6)

41.65' Rt "CEN1" 19+18.32
END CURB (TYPE A1-6)

35.38' Rt "CEN1" 20+86.54

SAWCUT LIMITS
FOR REMOVAL WORK, SEE LAYOUT (DEMOLITION) PLAN.4.

FOR SECURITY METAL FENCE (PICKET) LIMITS, SEE CONSTRUCTION DETAILS.3.

FOR CURB RAMP DETAILS, SEE CONSTRUCTION DETAILS.2.

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.
"CEN1" 16+00 POT
"CEN1" 23+00 POT
"CE4" 1+00 POT
"I80" 1+00 POT
"I80" 6+00 POT
POT
75' Rt "I80" 5+77.41
"CE1" 6+00 POT =

89.71' Lt "I80" 1+83.35 POT
"CE3" 2+00 POT =
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
W
B
E
B
R
O
U
T
E

8 0
"I8
0 " L
IN
E
470
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
07:36
07-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249ea002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
16 20 23
7 8
9 1 2
11 5
2 3
4 6
1 4
2 3
4 4
5 62
3 4
2 4
3 4
LAYOUT
SCALE: 1" = 50'
L-2
R/W
W
B

E
N
T
R
A
N
C
E

R
A
M
P
"C
E
3 " L
IN
E
E
B

E
X
IT

R
A
M
P
"C
E
4 " L
IN
E

CENTRAL AVENUE
"CEN1" LINE
"C
E
1 " L
IN
E
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P
J
A
C
U
Z
Z
I S
T
R
E
E
T
P
IE
R
C
E

S
T
R
E
E
T
S
A
N

L
U
IS

S
T
R
E
E
T
R/W
R
/
W
R
/
W
R
/
W
R/W
R
/
W
S
T
R
E
E
T
S
A
N

J
O
A
Q
U
IN

LEGEND:
(DEMOLITION)

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTE:

ROADWAY EXCAVATION

REMOVE SIDEWALK

REMOVE BASE AND SURFACING

END REMOVE CONCRETE C&G

END REMOVE CONCRETE SIDEWALK

END REMOVE BASE AND SURFACING

69.09' Lt "CEN1" 17+36.43
Beg REMOVE CONCRETE C&G
Beg REMOVE CONCRETE SIDEWALK
Beg REMOVE BASE AND SURFACING

38.21' Lt "CEN1" 16+97.91
Beg REMOVE CONCRETE C&G
Beg REMOVE CONCRETE SIDEWALK
Beg REMOVE BASE AND SURFACING

41.10' Rt "CEN1" 17+08.38

END REMOVE CONCRETE C&G

END REMOVE CONCRETE SIDEWALK

END REMOVE BASE AND SURFACING

79.25' Rt "CEN1" 17+63.29

END REMOVE CONCRETE C&G

END REMOVE BASE AND SURFACING

53.26' Rt "CEN1" 18+06.97

END REMOVE CONCRETE SIDEWALK

42.42' Rt "CEN1" 18+63.97
Beg REMOVE ROADWAY EXCAVATION
Beg REMOVE CONCRETE C&G
Beg REMOVE CONCRETE SIDEWALK
Beg REMOVE BASE AND SURFACING

70.20' Rt "CEN1" 18+02.17

END REMOVE CONCRETE C&G

END REMOVE BASE AND SURFACING

26.83' Lt "CE3" 3+95.95

END REMOVE ROADWAY EXCAVATION
Beg REMOVE CONCRETE C&G
Beg REMOVE BASE AND SURFACING

25.82' Lt "CE3" 3+78.88

END REMOVE CONCRETE C&G

END REMOVE ROADWAY EXCAVATION

END REMOVE CONCRETE SIDEWALK

END REMOVE BASE AND SURFACING

49.41' Lt "CEN1" 18+38.38
Beg REMOVE CONCRETE C&G
Beg REMOVE ROADWAY EXCAVATION
Beg REMOVE CONCRETE SIDEWALK
Beg REMOVE BASE AND SURFACING

64.34' Lt "CEN1" 17+98.22
Beg REMOVE CONCRETE SIDEWALK

4.77' Lt "CE2" 3+28.48
Beg REMOVE CONCRETE C&G
Beg REMOVE BASE AND SURFACING

3.83' Lt "CE2" 3+49.47
Beg REMOVE ROADWAY EXCAVATION

12.23' Lt "CE2" 3+50.25

END REMOVE CONCRETE C&G

END REMOVE BASE AND SURFACING

12.45' Lt "CE2" 3+65.33
R
A
M
P
E
B

E
N
T
R
A
N
C
E

END REMOVE ROADWAY EXCAVATION

8.29' Lt "CE1" 4+47.38

END REMOVE CONCRETE C&G

0.05' Lt "CE1" 4+49.28

END REMOVE BASE AND SURFACING

24.61' Lt "CEN1" 21+44.12
Beg REMOVE CONCRETE C&G
Beg REMOVE CONCRETE SIDEWALK
Beg REMOVE BASE AND SURFACING

46.33' Rt "CEN1" 21+46.52

END REMOVE CONCRETE C&G

END REMOVE CONCRETE SIDEWALK

END REMOVE BASE AND SURFACING

30.15' Rt "CEN1" 21+59.77
Beg REMOVE CONCRETE C&G
Beg REMOVE CONCRETE SIDEWALK
Beg REMOVE BASE AND SURFACING

6.67' Rt "CE3" 3+77.25

END REMOVE CONCRETE C&G

END REMOVE BASE AND SURFACING

11.88' Rt "CE3" 3+94
Beg REMOVE ROADWAY EXCAVATION

57.32' Rt "CEN1" 19+27.93

END REMOVE ROADWAY EXCAVATION

52.67' Rt "CEN1" 20+81.61

END REMOVE CONCRETE C&G

END REMOVE CONCRETE SIDEWALK

END REMOVE BASE AND SURFACING

19.09' Lt "CE4" 3+78.65
Beg REMOVE CONCRETE C&G
Beg REMOVE BASE AND SURFACING

15.94' Lt "CE4" 3+60.61
Beg REMOVE FENCE

45.76' Lt "CE2" 3+11.52

END REMOVE FENCE

11.68' Lt "CE1" 4+73.63

REMOVE GATE

13.65' Lt "CE1" 4+67.88

REMOVE GATE
19+11.14

42.22' Lt "CEN1"
Beg REMOVE FENCE
19+88.35

41.92' Lt "CEN1"
FENCE

END REMOVE
19+98.28

42.12' Lt "CEN1"

REMOVE GATE

11.21' Rt "CE3" 3+77.02
Beg REMOVE FENCE

34.12' Rt "CE3" 3+34.26 REMOVE GATE

43.82' Rt "CEN1" 20+74.74

END REMOVE FENCE
3+21.54

35.32' Lt "CE4"

REMOVE GATE
19+98.10

50.57' Lt "CEN1"

CURB AND GUTTERC&G
ABBREVIATION: Beg REMOVE CONCRETE C&G
Beg REMOVE BASE AND SURFACING

END REMOVE CONCRETE SIDEWALK

6.67' Lt "CE1" 4+35.15
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
W
B
E
B
R
O
U
T
E

8 0
"I8
0 " L
IN
E
471
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
07:37
07-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249ga001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
7 8
9 3
4 4
4 SCALE: 1" = 20'
C-1

CONSTRUCTION DETAILS
R/W
R/W
R
/
W
R/W
R/W
S
A
N

J
O
A
Q
U
IN

S
T
R
E
E
T
"CEN1" LINE

CENTRAL AVENUE

JACUZZI STREET
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P
"C
E
3 " L
IN
E
W
B

E
N
T
R
A
N
C
E

R
A
M
P
W
B

ANGLE POINT

43.91' Lt "CE2" 3+12.62
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTE:

Beg SECURITY METAL FENCE (PICKET)

45.93' Lt "CE2" 3+13.20

ANGLE POINT

45.33' Lt "CE2" 3+49.13
4' SECURITY METAL GATE (PICKET)

END SECURITY METAL FENCE (PICKET)

44.87' Lt "CE2" 3+37.10
Beg SECURITY METAL FENCE (PICKET)

45.03' Lt "CE2" 3+41.12
4' SECURITY METAL GATE (PICKET)

END SECURITY METAL FENCE (PICKET)

34.52' Rt "CE3" 3+58.16
Beg SECURITY METAL FENCE (PICKET)

34.80' Rt "CE3" 3+62.15

ANGLE POINT

35.35' Rt "CE3" 3+70.13
(SEE C-5)
PASSAGEWAY #1
(SEE C-8)
CR #8
(SEE C-3)
CR #1 AND #2
(SEE C-6)
CR #5 AND #6
(SEE C-7)
CR #7

67.60' Lt "CEN1" 17+40.14

53.13' Lt "CEN1" 17+34.26

37.31' Lt "CEN1" 17+14.88

34.24' Lt "CEN1" 16+98.44

79.39' Rt "CEN1" 17+72.19

35.40' Rt "CEN1" 17+53.34

35.10' Rt "CEN1" 17+07.59

53.10' Rt "CEN1" 17+97.80

70.10' Rt "CEN1" 17+97.43

44.73' Rt "CEN1" 19+03.85

61.86' Rt "CEN1" 19+05.15

65.59' Rt "CEN1" 18+81.56

49.07' Rt "CEN1" 18+76.52
CURB (TYPE A1-6)
SW
1 6
'
CURB (TYPE A1-6)
SW

46.60' Lt "CEN1" 18+41.06

31.44' Lt "CEN1" 18+32.17

34.81' Lt "CEN1" 18+04.17

63.30' Lt "CEN1" 17+94.82

2.36' Lt "CE2" 3+64.40

0.30' Rt "CE2" 3+49.09

1.5%
1 4
'
1 2
CR #3 (SEE C-4)
CR #4 (SEE C-4)
3 4
5 67

CURVE DATA
No. R T L
1 2
3 x
4 BC Sta AND OFFSET/Elev BC Sta AND OFFSET/Elev

36.78' Lt "CEN1" 18+89.79/XX.XX'36.85' Lt "CEN1" 19+13.07/XX.XX'

37.61' Rt "CEN1" 19+37.67/XX.XX'36' Rt "CEN1" 19+49.39/XX.XX'

25.21'12.64'143'
38' 11.28'5.68'
5 6
7 39.21' Rt "CEN1" 17+39.96/XX.XX'37.32' Rt "CEN1" 17+40.41/XX.XX'

37.32' Rt "CEN1" 17+40.41/XX.XX'46.45' Rt "CEN1" 17+55.90/XX.XX'

52.57' Rt "CEN1" 17+58.52/XX.XX'53.41' Rt "CEN1" 17+56.68/XX.XX'

53.41' Rt "CEN1" 17+56.68/XX.XX'46.89' Rt "CEN1" 17+51.62/XX.XX'

46.89' Rt "CEN1" 17+51.62/XX.XX'39.21' Rt "CEN1" 17+39.96/XX.XX' 20'
58'

1.01'

15.05'
1' 4.32' 2.69'

9.85'

28.25'

4.21' 8.31'

7.04'

17.44'

3.11'
14'
(TYPE B1-6)
CURB
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
MATCH LINE (C-2)
472
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
07:40
07-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249ga002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
3 4
20 1 2
4 3
4 4
SCALE: 1" = 20'
C-2

CONSTRUCTION DETAILS
R
/
W
"CEN1" LINE

CENTRAL AVENUE
W
B E
B
R
A
M
P
E
B

E
N
T
R
A
N
C
E

"I8
0 " L
IN
E
"C
E
4 " L
IN
E
E
B

E
X
IT

R
A
M
P
R
/
W
R/W
R/W
R/W
Beg SECURITY METAL FENCE (PICKET)

35.01' Rt "CE3" 3+36.12

ANGLE POINT

33.05' Rt "CE3" 3+36.80
L
IN
E
"C
E
1 "

ANGLE POINT

28.48' Lt "CE1" 4+68.18

END SECURITY METAL FENCE (PICKET)

13.68' Lt "CE1" 4+89.19
4' SECURITY METAL GATE (PICKET)

END SECURITY METAL FENCE (PICKET)

13.69' Lt "CE1" 4+67.07
Beg SECURITY METAL FENCE (PICKET)

13.68' Lt "CE1" 4+71.07

ANGLE POINT

13.69' Lt "CE1" 4+59.07
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTE:

ANGLE POINT

50.31' Lt "CEN1" 19+69.68
Beg SECURITY METAL FENCE (PICKET)

50.31' Lt "CEN1" 19+76.97

ANGLE POINT

51.29' Lt "CEN1" 19+80.16

ANGLE POINT

32.13' Lt "CE4" 3+26.17

END SECURITY METAL FENCE (PICKET)

34.18' Lt "CE4" 3+26.57
Beg SECURITY METAL FENCE (PICKET)

33.94' Lt "CE4" 3+45.91
4' SECURITY METAL GATE (PICKET)

END SECURITY METAL FENCE (PICKET)

34.31' Lt "CE4" 3+49.90

ANGLE POINT

35.04' Lt "CE4" 3+57.86
16'
14'
CURB (TYPE A1-6)
CURB (TYPE A1-6)

1.5%

1.5%
(SEE C-9)
CR #9

24.61' Lt "CEN1" 21+44.12

48.45' Rt "CE1" 4+30
(SEE C-10)
CR #11
(SEE C-10)
CR #10
SW
SW

SECURITY METAL FENCE (PICKET)

1.83' Rt "CE1" 4+48.53

4.68' Lt "CE1" 4+34.36

26.82' Rt "CEN1" 21+57.55

33.63' Rt "CEN1" 21+47.37

44.68' Rt "CEN1" 21+42.88

11.92' Lt "CE4" 3+59.76

12.32' Lt "CE4" 3+77.22

ANGLE POINT

50.63' Lt "CEN1" 20+26.53

ANGLE POINT

50.63' Lt "CEN1" 19+69.26

ANGLE POINT

55.01' Lt "CEN1" 19+69.26
Beg SECURITY METAL FENCE (PICKET)

57.10' Lt "CEN1" 19+69.68
4' SECURITY METAL GATE (PICKET)

END SECURITY METAL FENCE (PICKET)

50.31' Lt "CEN1" 19+72.98

END SECURITY METAL FENCE (PICKET)

57.11 Lt "CEN1" 19+80.26

ANGLE POINT

50.63' Lt "CEN1" 19+80.68

ANGLE POINT

55.01' Lt "CEN1" 19+80.68

DETAIL A
SEE

DETAIL A

FENCE (PICKET)

SECURITY METAL

GATE (PICKET)

SECURITY METAL
CURB (TYPE A1-6) A
A
SW
CURB (TYPE A1-6)

1.5%

CONCRETE PAD
CLASS 2 AB

FENCE (PICKET)

SECURITY METAL

SECTION A-A
PLANS)
(SEE ELECTRICAL
(SEE ELECTRICAL PLANS)

CONCRETE PAD
(SEE DRAINAGE PLANS)

CONCRETE V-DITCH
4'-4"
11'-5"
4'-4"1.5'6"
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
MATCH LINE (C-1)
473
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:01
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga003.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
7 C-3

CONSTRUCTION DETAILS

SAN JOAQUIN STREET
"CEN1" LINE

CENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
R/W
R
/
W

LEVEL LANDING AREA
LEGEND:

A
A
SCALE: 1" = 5'
CASE C
CURB RAMP #2
B
B
SAWCUT
FL
1 LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XXX+XX.XX
1'

8.05'

5.25'

8.11'

6.85'
5 '
1 0
.7
'
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
X.X%
X.X%
X
.X
%
X.X%
X.X%
X
.X
%
X.X%
X.X%

RETAINING CURB
CASE C
CURB RAMP #1
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX BCR
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX ECR

CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'

RETAINING CURB
Elev XX.XX
Elev XX.XX
X.X%
Elev XX.XX
Elev XX.XX
X.X%
2'5'

SECTION A-A OF CURB RAMP

RETAINING CURB
Elev XX.XX
Elev XX.XX
X.X%
Elev XX.XX
Elev XX.XX
X.X%

SECTION B-B OF CURB RAMP
X
.X
%
X.X%
X.X%
X.X%

8.08'
5'

5.47'
7 .2
3 '
TC Elev XX.XX
FL Elev XX.XX
TC Elev XX.XX
FL Elev XX.XX
TC Elev XX.XX
FL Elev XX.XX

TOP OF RETAINING CURBTRC

TOP OF RAMPTR

TOP OF CURBTC

BACK OF SIDEWALKBSW
ABBREVIATIONS:
5'
TO BE REVISED AT 95%

2.1'6'
TRC Elev XX.XX
BSW Elev (XX.XX)
XX.XX' Lt "CEN1" XX+XX.XX
TRC Elev XX.XX
BSW Elev (XX.XX)
XX.XX' Lt "CEN1" XX+XX.XX
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
474
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:02
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga004.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
7 C-4

CONSTRUCTION DETAILS
"CEN1" LINE

CENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
R/W
R
/
W
CASE C
CURB RAMP #3
AND LEGEND, SEE SHEET C-3

FOR NOTES, ABBREVIATIONS,
J
A
C
U
Z
Z
I S
T
R
E
E
T
R
/
W
R/W
SCALE: 1" = 5'
CASE C
CURB RAMP #4
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX BCR
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX BCR
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX

SECTION A-A OF CURB RAMP

RETAINING CURB
Elev XX.XX
Elev XX.XX
X.X%
Elev XX.XX
Elev XX.XX
X.X%

SECTION B-B OF CURB RAMP
A
A

2.1'5.3'
B
B
CURB

RETAINING
FL
SAWCUT
1 CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'
X.X%
X.X%
X.X%X
.X
%
X
.X
%
X.X%
X
.X
%
X
.X
%
X.X%
X.X%
X.X%
X
.X
%

2.4'6.1'

0.43'
TC Elev XX.XX
FL Elev XX.XX
TC Elev XX.XX
FL Elev XX.XX
TC Elev XX.XX
FL Elev XX.XX
TC Elev XX.XX
FL Elev XX.XX
1 .6
7 '

7.92'

7.54'

11.04'

6.85'
0 .4
'
7 .9
5 '
5 '
5'

7.17'

5.3'

9.08'

13.94'

11.75'
5 .9
6 '
6 .0
7 '

1.12'
TO BE REVISED AT 95%
TRC Elev XX.XX
BSW Elev (XX.XX)
XX.XX' Rt "CEN1" XX+XX.XX
TRC Elev XX.XX
BSW Elev (XX.XX)
XX.XX' Rt "CEN1" XX+XX.XX
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
475
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:03
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga005.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
8 4
4 4
C-5

CONSTRUCTION DETAILS
"CEN1" LINECENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
R
/
W
AND LEGEND, SEE SHEET C-3

FOR NOTES, ABBREVIATIONS,
J
A
C
U
Z
Z
I S
T
R
E
E
T
R
/
W
SCALE: 1" = 5'
TYPE A
PASSAGEWAY #1
W
B

E
N
T
R
A
N
C
E

R
A
M
P
"C
E
3 " L
IN
E
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX
1 6
'
X
.X
%
CURB

RETAINING
FL
SAWCUT
X
.X
%
X.X%
X
.X
%
SAWCUT
FL
1 CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'
A
A

RETAINING CURB
X.X%

SECTION A-A OF PASSAGEWAY

0.5'16'0.5'

0.5'

RETAINING CURB
TO BE REVISED AT 95%
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
476
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:03
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga006.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
8 C-6

CONSTRUCTION DETAILS
"CEN1" LINE

CENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
R
/
W
AND LEGEND, SEE SHEET C-3

FOR NOTES, ABBREVIATIONS,
R
/
W
SCALE: 1" = 5'
S
A
N

J
O
A
Q
U
IN

S
T
R
E
E
T
W
B

E
X
IT

R
A
M
P

6.13'

4.44'

1.96' 7.34' 5.81'
0 .6
1 '
1 0
.4
'

0.5'5.01'

7.98'
5'
5'
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX ECR
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX BCR
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX ECR
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX ECR
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX

RETAINING CURB
Elev XX.XX
Elev XX.XX
X.X%
Elev XX.XX
Elev XX.XX
X.X%

SECTION A-A OF CURB RAMP

RETAINING CURB
Elev XX.XX
Elev XX.XX
X.X%
Elev XX.XX
Elev XX.XX
X.X%

SECTION B-B OF CURB RAMP
A
A
B
B
2'5'
2'5'
X.X%X
.X
%
X
.X
%
X.X% X.X%
X.X%
X.X%
X
.X
%
FL
SAWCUT
1 2

RETAINING CURB

CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'
XX.XX' XX.XX' XX.XX'2
TYPE C Mod
CURB RAMP #5
TYPE C Mod
CURB RAMP #6

5.59'

1.64'

5.89'

1.96'
TC Elev XX.XX
FL Elev XX.XX
TC Elev XX.XX
FL Elev XX.XX
TO BE REVISED AT 95%
TRC Elev XX.XX
BSW Elev (XX.XX)
XX.XX' Lt "CEN1" XX+XX.XX
TRC Elev XX.XX
BSW Elev (XX.XX)
XX.XX' Lt "CEN1" XX+XX.XX
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
477
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:03
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga007.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
9 4 4
C-7

CONSTRUCTION DETAILS
"CEN1" LINE

CENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
AND LEGEND, SEE SHEET C-3

FOR NOTES, ABBREVIATIONS,
SCALE: 1" = 5'
TYPE F
CURB RAMP #7

SECTION A-A OF CURB RAMP
W
B

E
X
IT

R
A
M
P
"C
E
2 " L
IN
E
"C
E
3 " L
IN
E

0.07'
1 2
.5
4 '
4 .7
1 '

3.1'12.81'

3.9' 3.1' 4.17'
1 4
'
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XXX+XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
W
B

E
N
T
R
A
N
C
E

R
A
M
P
TRC Elev XX.XX
TR Elev XX.XX
TRC Elev XX.XX
TR Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX ECR
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX BCR
FL
SAWCUT
A A
X
.X
%
X.X%
X
.X
%
1 RETAINING CURB

2.2'13.8'
Elev XX.XX
Elev XX.XX
Elev XX.XX
X.X%
X.X%

CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'
X.X%
TO BE REVISED AT 95%
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
478
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:04
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga008.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
94 4
C-8

CONSTRUCTION DETAILS
"CEN1" LINE

CENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
AND LEGEND, SEE SHEET C-3

FOR NOTES, ABBREVIATIONS,
SCALE: 1" = 5'
TYPE F
CURB RAMP #8
"C
E
3 " L
IN
E
W
B

E
N
T
R
A
N
C
E

R
A
M
P
6 .3
3 '
0 .5
'
1 0
.2
7 '
1 6
'

4.17'

11.73'

7.71'
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XXX+XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
TR Elev XX.XX
TRC Elev XX.XX
TR Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX ECR
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX BCR
A
A
X
.X
%
X.X%
X.X%X
.X
%
FL
SAWCUT
1 RETAINING CURB

SECTION A-A OF CURB RAMP
Elev XX.XX
Elev XX.XX
Elev XX.XX
X.X%
X.X%
2'10.5'

CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'
TO BE REVISED AT 95%
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
479
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:04
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga009.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
4 C-9

CONSTRUCTION DETAILS
"CEN1" LINE

CENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
AND LEGEND, SEE SHEET C-3

FOR NOTES, ABBREVIATIONS,
SCALE: 1" = 5'
TYPE F
CURB RAMP #9
"C
E
1 " L
IN
E
E
B

E
N
T
R
A
N
C
E

R
A
M
P
6 .8
4 '
3 .2
6 '
0 .2
3 '

4.17' 6.81' 7'

8.11'
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XXX+XX.XX
TRC Elev XX.XX
TR Elev XX.XX

7.58'
TRC Elev XX.XX
TR Elev XX.XX
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX BCR
FL Elev XX.XX
XX.XX' Lt "CEN1" XX+XX.XX ECR
A A
X.X%X.X%
X.X%X.X%
FL
SAWCUT
1 RETAINING CURB

SECTION A-A OF CURB RAMP
Elev XX.XX
Elev XX.XX
Elev XX.XX
X.X%
X.X%
2'7.5'

CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'
TO BE REVISED AT 95%
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
480
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:05
06-JAN-2025
RR
01-08-25
USERNAME => p002068H
DGN FILE => 0421000249ga010.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
1 4
4 4
C-10

CONSTRUCTION DETAILS
"CEN1" LINE

CENTRAL AVENUE
NOTE:

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
AND LEGEND, SEE SHEET C-3

FOR NOTES, ABBREVIATIONS,
SCALE: 1" = 5'
"C
E
4 " L
IN
E
E
B

E
X
IT

R
A
M
P
TYPE F
CURB RAMP #10
TYPE C Mod
CURB RAMP #11
9 .9
7 '

14.06'

7.99'4.17'
16'
3 .8
6 '

10.1'

3.92'
1 .1
5 ' 5
'

7.96'
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XXX+XX.XX
LIP Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XXX+XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
LIP Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
TR Elev XX.XX
TRC Elev XX.XX
TR Elev XX.XX
TC Elev XX.XX
FL Elev XX.XX
TRC Elev XX.XX
BSW Elev XX.XX
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX BCR

0.78'
7 .4
7 '
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX ECR
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX ECR
FL Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX BCR
A A

SECTION A-A OF CURB RAMP
Elev XX.XX
Elev XX.XX
Elev XX.XX
X.X%
X.X%

RETAINING CURB
Elev XX.XX
Elev XX.XX
X.X%
Elev XX.XX
Elev XX.XX
X.X%
2'5'

SECTION B-B OF CURB RAMP
B
B
X.X%
X.X% X.X%
X.X%
X.X%
X.X%
X
.X
%
X.X%
FL
SAWCUT
1 RETAINING CURB
FL
SAWCUT
2 RETAINING CURB

2.1'12.2'

CURVE DATA
No. R T L
1 x
XX.XX' XX.XX' XX.XX'
XX.XX' XX.XX' XX.XX'2
TO BE REVISED AT 95%
TRC Elev XX.XX
BSW Elev XX.XX
XX.XX' Rt "CEN1" XX+XX.XX

RETAINING CURB
TRC Elev XX.XX
BSW Elev (XX.XX)
XX.XX' Rt "CEN1" XX+XX.XX
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
481
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
08:42
08-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249ga011.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

CONSTRUCTION DETAILS

NO SCALE
EMBEDMENT INTO EXISTING CURB AND GUTTER.

CONTINUOUS #4 LONGITUDINAL REBAR, WITH 6" MINIMUM 2.

FOR DETAILS NOT SHOWN, SEE STANDARD PLANS.1.

C-11
(SECURITY METAL FENCE/GATE DETAILS)

1. FOR DETAILS NOT SHOWN, SEE MANUFACTURER'S DRAWING.

2. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD

3. WHERE FENCE POST IS INSTALLED IN EXISTING COLUMN FOOTING, DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

RAIL (3 TOTAL)
1" Sq x 16 Ga PICKET
POST 2"
8'POST POST

END BRACKET
FG
2"
(SEE NOTE 3)

FOOTING DEPTH
3' 8'
6"
10"

MINOR CONCRETE

ELEVATION
(Typ)
(Typ)
6"
(Typ)
6"
(Typ)

SECURITY METAL FENCE AND GATE

SECURITY METAL FENCE (PICKET)
CL CL
1'-4" MINOR CONCRETE
2"

FOOTING DEPTH
3' 8'
(Typ)
6"
(Typ)
1" Sq x 16 Ga PICKET
FG
6"
(Typ)

SECURITY METAL FENCE
6"
(Typ)
4' OPENING
RAIL (3 TOTAL)

ELEVATION
(1-HOLE)

LOCK BOX
4' SECURITY METAL GATE (PICKET)
NOTES:

SEE POST BASE DETAIL AT COLUMN FOOTING.
5"
(Min)
Š
1‚"
3" Dia x 12GA POST

RESIN CAPSULE ANCHOR
1'-0"
5"3"

COLUMN FOOTING

POST BASE DETAIL AT

EXISTING COLUMN FOOTING
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
482
1 6
4 7
5 Exist 18" APC TO REMAIN
Exist 24" APC TO REMAIN
Exist 24" RCP TO REMAIN
Exist 18" RCP TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" APC TO REMAIN
Exist 12" RCP TO REMAIN
Exist 12" SCSP TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" APU TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" RCP TO REMAIN
Exist 18" APG TO REMAIN
Exist 24" RCP TO REMAIN
Exist 42" RCP TO REMAIN
Exist 24" RCP TO REMAIN
Exist 8" OMP TO REMAIN
Exist 24" RCP TO REMAIN
Exist 42" RCP TO REMAIN
Exist 42" RCP TO REMAIN
Exist DI TO REMAIN
Exist MH TO REMAIN
Exist DI TO REMAIN
CAP Exist DI
G2 INLET
18" RCP
Exist DI TO REMAIN
CONVERT Exist DI TO MH
Exist DI TO REMAIN
G2 INLET
18" APC
CONVERT Exist DI TO MH
Exist DI TO REMAIN
CONVERT Exist DI TO MH
CONVERT Exist DI TO MH
G2 INLET
24" RCP
Exist DI TO REMAIN
Exist DI TO REMAIN
Exist DI TO REMAIN, GRATE MISSING
CONVERT Exist DI TO MH
G2 INLET
CONVERT Exist DI TO MANHOLE
18" APC
42" RCP
G2 INLET
Exist DI TO REMAIN
G2 INLET
G2 INLET
Exist 24" RCP TO REMAIN
18" APC
24" APC
G2 INLET WITH A SIDE OPENING
G2 INLET WITH A SIDE OPENING
24" APC
24" RCP

DRAINAGE PLAN
D-1
SCALE: 1" = 20'
16 20
23 7
8 9
1 2
1 5
2 3
4 6
1 4
2 3
44 5
6 2
3 4
2 4
3 4
d
8 a
a
a
a
12" RCP
b
2 3
a
DISCLAIMER:
to finailize the drainage design.

Both pothole information and survey data are required

HY D RA ULIC S GUANG LI JINPENG LI

GODWIN SANTIAGO
CC 80 0.2304
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
15:49
08-JAN-2025

CHECKED BY

CALCULATED- REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
xx-xx-xx
USERNAME => p009620D
DGN FILE => 2W660 65% Master Drainage Plan (01-08-2025).dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0773 PROJECT NUMBER & PHASE 0416000142BORDER LAST REVISED 7/2/2010 final landscape layout.

Final locations of some DI's are dependent on the
c
G2 INLET
a
c
c
c
c
d
e
e
b
b
b
b
b
b
a
b
c a
483
1 6
4 7
5 Exist 18" APC TO REMAIN
Exist 24" APC TO REMAIN
Exist 24" RCP TO REMAIN
Exist 18" RCP TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" APC TO REMAIN
Exist 12" RCP TO REMAIN
Exist 12" SCSP TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" APU TO REMAIN
Exist 18" APC TO REMAIN
Exist 18" RCP TO REMAIN
Exist 18" APG TO REMAIN
Exist 24" RCP TO REMAIN
Exist 42" RCP TO REMAIN
Exist 24" RCP TO REMAIN
Exist 8" OMP TO REMAIN
Exist 24" RCP TO REMAIN
Exist 42" RCP TO REMAIN
Exist 42" RCP TO REMAIN
Exist DI TO REMAIN
Exist MH TO REMAIN
Exist DI TO REMAIN
CAP Exist DI
G2 INLET
18" RCP
Exist DI TO REMAIN
CONVERT Exist DI TO MH
Exist DI TO REMAIN
G2 INLET
18" APC
CONVERT Exist DI TO MH
Exist DI TO REMAIN
CONVERT Exist DI TO MH
CONVERT Exist DI TO MH
G2 INLET
24" RCP
Exist DI TO REMAIN
Exist DI TO REMAIN
Exist DI TO REMAIN, GRATE MISSING
CONVERT Exist DI TO MH
G2 INLET
CONVERT Exist DI TO MANHOLE
18" APC
42" RCP
G2 INLET
Exist DI TO REMAIN
G2 INLET
G2 INLET
Exist 24" RCP TO REMAIN
18" APC
24" APC
G2 INLET WITH A SIDE OPENING
G2 INLET WITH A SIDE OPENING
24" APC
24" RCP

DRAINAGE PLAN
D-1
SCALE: 1" = 20'
1 6
2 0
2 3
7 8
9 1
2 11
5 2
3 4
6 1
4 2
3 4
4 5
6 2
3 4
2 4
3 4
d
8 a
a
a a
12" RCP
b
2 3
a
DISCLAIMER:to finailize the drainage design.B
o
t
h

p
o
t
h
o
le

in
f
o
r
m
a
t
io
n

a
n
d

s
u
r
v
e
y

d
a
t
a

a
r
e

r
e
q
u
ir
e
d

HY D RA ULIC S GUANG LI JINPENG LI

GODWIN SANTIAGO
CC800.23 04
x
x
x
x
x
DistCOUNTYROUTEPOST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL

REG ISTERED
P
R
O
F
E
S
S
I
O
N
A
L

ENGINEER
STAT
E
O
F
C
A
L
IF
O
R
N
IA

REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
11:11
15-JAN-2025

CHECKED BY

CALCULATED- REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
xx-xx-xx
USERNAME =>s128787
DGN FILE =>2W660 65% Master Drainage Plan (01-08-2025).dgn

RELATIVE BORDER SCALE

IS IN INCHES
0123
UNIT0773PROJECT NUMBER & PHASE0416000142 BORDER LAST REVISED 7/2/2010 final landscape layout.F
in
a
l lo
c
a
t
io
n
s

o
f

s
o
m
e

D
I's

a
r
e

d
e
p
e
n
d
e
n
t

o
n

t
h
e

c
G2 INLET
a
c
c
c
c
d
e
e
b
b
b
b b
b
a
b
c
a
484

UTILIY PLAN
U-1
SCALE: 1" = 20'
1 6
2 0
2 3
7 8
9 1
2 11
5 2
3 4
6 1
4 2
3 4
4 5
6 2
3 4
2 4
3 4

COMCAST TELECOM

COMCAST TELECOM
PG&E ELECTRIC (12kV)

AT&T TELECOM

COMCAST TELECOM

JOINT OVERHEAD

PG&E ELECTRIC (UNKNOWN VOLTAGE)
PG&E GAS (3")
PG&E GAS (3")
PG&E GAS (2")
PG&E GAS (3")
PG&E Abn GAS (2")
PG&E Abn GAS (2")
PG&E Abn GAS (2")

SIZE ENCASEMENT)
(2" UNKNOWN
PG&E Abn GAS

SIZE ENCASEMENT)
(2" UNKNOWN
PG&E Abn GAS
PG&E Abn GAS (2")
PG&E Abn GAS (2")
PG&E Abn GAS (3")
PG&E Abn GAS (3")
GAS (3")
PG&E Abn
PG&E GAS (3")
PG&E GAS (4")
PG&E GAS (3")
STEGE SEWER (36")
STEGE SEWER (10")
EBMUD SEWER (60")
STEGE SEWER (36")
STEGE SEWER (15")
STEGE SEWER (15")
EBMUD SEWER (60")
STEGE SEWER (36")
STEGE SEWER (36")
EBMUD SEWER (60")
EBMUD SEWER (48")
EBMUD SEWER (48")
EBMUD SEWER (48")
STEGE ABN SEWER (18")
STEGE ABN SEWER (18")
STEGE SEWER (36")
STEGE SEWER (6")
STEGE SEWER (14")
CITY OF RICHMOND SD (24")

VERIZON TELECOM
EBMUD WATER (8")
EBMUD WATER (8")
EBMUD WATER (12")
EBMUD WATER (4")
EBMUD WATER (8")
EBMUD WATER (6")
EBMUD WATER (12")
PG&E GAS (1 1/4" IN 2" ENCASEMENT)

STEGE SEWER (UNKNOWN SIZE)

STEGE SEWER (UNKNOWN SIZE)
EBMUD PRESSURIZED SEWER (27")
EBMUD PRESSURIZED SEWER (27")
PG&E ELECTRIC (12kV)

AT&T TELECOM

COMCAST TELECOM

JOINT OVERHEAD
(3")

PG&E GAS
PG&E GAS (2")
PG&E GAS (2")
PG&E GAS (3")
EBMUD WATER (12")
CITY OF RICHMOND SD (12")
CITY OF RICHMOND SD (24")
CITY OF RICHMOND SD (18")
CITY OF RICHMOND SD (18")
CITY OF RICHMOND SD (18")
SD (12")

RICHMOND

CITY OF
CITY OF RICHMOND SD (12")
PG&E GAS (2" IN 3" ENCASEMENT)
EBMUD WATER (8")

VERIZON TELECOM

COMCAST TELECOM

VERIZON FO
PG&E Abn GAS (3")

AT&T TELECOM OH

PG&E ELECTRIC (UNKNOWN VOLTAGE)

AT&T TELECOM OH
PG&E ELECTRIC OH (12kV)

AT&T TELECOM
STEGE SANITARY SEWER (24")

AT&T TELECOM

AT&T TELECOM
DISCLAIMER:

UTILITY GUANG LI JINPENG LI

GODWIN SANTIAGO
CC800.23 04
x
x
x
x
x
DistCOUNTYROUTEPOST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL

REG ISTERED
P
R
O
F
E
S
S
I
O
N
A
L

ENGINEER
STAT
E
O
F
C
A
L
IF
O
R
N
IA

REGISTERED CIVIL ENGINEER
TIME PLOTTED =>
DATE PLOTTED =>
11:23
15-JAN-2025

CHECKED BY

CALCULATED- REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
xx-xx-xx
USERNAME =>s128787
DGN FILE =>UTILTY.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0123
UNIT0773PROJECT NUMBER & PHASE0416000142 BORDER LAST REVISED 7/2/2010 485

CONSTRUCTION AREA SIGNS

APPROVED FOR STAGE CONSTRUCTION WORK ONLY

NO SCALE
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:06
10-JAN-2025
RR
01-08-25
USERNAME => malqudsi
DGN FILE => 0421000249la001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
R
O
U
T
E

8 0

CENTRAL AVE

CENTRAL AVE
P
IE
R
C
E

S
T
Richmond
R
O
U
T
E

5 8
0 R
O
U
T
E

5 8
0 N
B

O
N
-
R
A
M
P
R
O
U
T
E

5 8
0 S
B

O
F
F
-
R
A
M
P
R
O
U
T
E

5 8
0 N
B

O
F
F
-
R
A
M
P
ROUTE 580 SB ON-RAMP
R
O
U
T
E

8 0

S
B

O
F
F
-
R
A
M
P
R
O
U
T
E

8 0

N
B

O
N
-
R
A
M
P
R
O
U
T
E

8 0

S
B

O
N
-
R
A
M
P
R
O
U
T
E

8 0

N
B

O
F
F
-
R
A
M
P
T
o

E
m
e
r
y
v
ille
T
o

B
e
r
k
e
le
y

STATIONARY MOUNTED CONSTRUCTION AREA SIGNS

SIGN LETTER SIGN CODE PANEL SIZE SIGN MESSAGE AND SIZE

NUMBER OF POSTS

OF SIGNS
NUMBER
A
R2-1 36" X 45" "25 MPH"

SPEED LIMIT SIGN
2 - 6" x 6" 8
G20-5AP 36" X 24" WORK ZONE
B G20-2 48" x 24" END ROAD WORK 1 - 4" x 6" 6
C W20-1 36" x 18" ROAD WORK AHEAD 1 - 4" x 4" 3
D
W16-1P 24" x 18" SHARE THE ROAD
1 - 4" x 4" 2
J
A
C
U
Z
Z
I S
T
S
A
N

J
O
A
Q
U
IN

S
T
S
A
N

L
U
IS

S
T
W11-1 36" x 36" PEDESTRIAN CROSSING
C
C
C A
A
AA
A
D
D
T
o

S
a
n

P
a
b
lo
T
o

S
a
n

R
a
f
a
e
l
B
B
B
B
B
B
A
A
A
A
M
T
R
A
K
FEDERAL CODES ARE SHOWN.

CALIFORNIA CODE ARE DESIGNATED BY (CA), OTHERWISE2.

EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER.

LOCATION OF CONSTRUCTION AREA SIGNS ARE APPROXIMATE.1.

NOTES:

LEGEND:

ONE POST STATIONARY MOUNTED SIGN

CONSTRUCTION AREA SIGN LETTERX
CS-1
San Fransisco Bay
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBMITTAL JANUARY 08, 2025

NOT FOR CONSTRUCTION
486

MOTORIST INFORMATION PLAN

APPROVED FOR STAGE CONSTRUCTION WORK ONLY

NO SCALE
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:07
10-JAN-2025
RR
01-08-25
USERNAME => malqudsi
DGN FILE => 0421000249lb001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

STATIONARY MOUNTED CONSTRUCTION AREA SIGNS
SIGN No. SIGN CODE PANEL SIZE SIGN MESSAGE AND SIZE

NUMBER OF POSTS

OF SIGNS
NUMBER
1 C23A (CA) 36" X 36" RAMP WORK AHEAD
2 - 4" x 4" 4
SC7 (CA) 84" X 42" RAMP AT CARLSON BLVD

EB RAMP CLOSED USE
M4-9 (R) 30" x 24" DETOUR (RIGHT ARROW)
7 ALTERNATE
SC9 (CA) 36" x 36" FWY (DETOUR) WITH ARROW 2 - 4" x 4" 2 8 ALTERNATE
C30 (CA) 48" x 48" 0N-RAMP CLOSED
WB ROUTE 80
1 - 4" x 4" 2
C38 (CA) 48" x 36" USE NEXT EXIT
3 M4-9 (L) 30" x 24" DETOUR (LEFT ARROW) 4 - 4" x 4" 4
CENTRAL Ave
CENTRAL Ave
C
A
R
L
S
O
N

B
lv
d
CARLSON Blvd
T
O

S
A
N

R
A
F
A
E
L
T
O

S
A
N

P
A
B
L
O
O
A
K
L
A
N
D

T
O

S
A
N

F
R
A
N
S
IC
O

R
O
U
T
E

5 8
0 R
O
U
T
E

8 0
S
A
N

P
A
B
L
O

A
v
e
LINCOLN Ave
EUREKA Ave
CENTRAL Ave
1 1
5 2
3 4
6 SC9 (CA) 36" x 36" (DETOUR) WITH ARROW
SC7 (CA) 84" X 42" RAMP AT CARLSON BLVD

EB RAMP CLOSED USE
1 - 4" x 4" 22
4 SC7 (CA) 84" X 42" RAMP AT CARLSON BLVD

EB RAMP CLOSED USE
1 - 4" x 4" 2
5 1 - 4" x 4" 1
6 SC9 (CA) 36" x 36" DETOUR WITH ARROW
3 - 4" x 4" 3
9 C23A (CA) 36" X 36" RAMP WORK AHEAD
1 - 4" x 4" 2
SC7 (CA) 84" X 42" RAMP AT BUCHANAN ST

EB RAMP CLOSED USE
10 M4-9 (R) 30" x 24" DETOUR (RIGHT ARROW)
C19 (2A) 48" x 48" ROAD CLOSED
1 - 4" x 4" 2
M4-9 (R) 30" x 24" DETOUR (RIGHT ARROW)
11 C19 (CA) 48" x 48" ROAD CLOSED AHEAD
1 - 4" x 4" 2
M4-9 (L) 30" x 24" DETOUR (LEFT ARROW)
DETOUR PLAN No. 1
TO EB ROUTE 80

FROM CENTRAL AVE

AT CARLSON BLVD
- EB ROUTE 80 ON-RAMP
- CALSON BLVD
- WB CENTRAL AVE
R
O
U
T
E

5 8
0 R
O
U
T
E

8 0
MI-1
SOLANO Ave
SEE DETOUR PLAN No. 1

CENTRAL AVE

CONNECTOR AT
EB ROUTE 80 ON-RAMP
CLOSED
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBMITTAL JANUARY 08, 2025

NOT FOR CONSTRUCTION
487

MOTORIST INFORMATION PLAN

APPROVED FOR STAGE CONSTRUCTION WORK ONLY

NO SCALE
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:08
10-JAN-2025
RR
01-08-25
USERNAME => malqudsi
DGN FILE => 0421000249lb002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
P
IE
R
C
E

S
t
P
IE
R
C
E

S
t
CENTRAL Ave
R
Y
D
IN

R
d
CENTRAL Ave
R
O
U
T
E

5 8
0 C
L
E
V
E
L
A
N
D

A
v
e
C
L
E
V
E
L
A
N
D

A
v
e
S
A
N

L
U
IS

S
t
S
A
N

M
A
T
E
O

S
t

SOLANO Ave
BUCHANAN St
BUCHANAN St
T
O

S
A
N

R
A
F
A
E
L
C
A
R
L
S
O
N

B
lv
d
T
O

S
A
N

P
A
B
L
O
/

O
A
K
L
A
N
D

F
R
A
N
S
IC
O

T
O

S
A
N

R
O
U
T
E

8 0
DETOUR PLAN No. 2
TO WB ROUTE 80

FROM CENTRAL AVE
- WB ROUTE 80 ON-RAMP
- WB BUCHANAN ST
- SB PIERCE ST
- EB CENTRAL AVE
3 7
6 3
P
IE
R
C
E

S
t
P
IE
R
C
E

S
t
CENTRAL Ave
R
Y
D
IN

R
d
CENTRAL Ave
R
O
U
T
E

5 8
0 C
L
E
V
E
L
A
N
D

A
v
e
J
A
C
U
Z
Z
I S
t
S
A
N

L
U
IS

S
t
S
A
N

M
A
T
E
O

S
t

SOLANO Ave
BUCHANAN St
BUCHANAN St
T
O

S
A
N

R
A
F
A
E
L
C
A
R
L
S
O
N

B
lv
d
T
O

S
A
N

P
A
B
L
O
R
O
U
T
E

8 0
DETOUR PLAN No. 3

TO JACUZZI ST

FROM CENTRAL AVE
- JACUZZI St
- CLEVELAND Ave
- WB ROUTE 80 ON-RAMP
- EB CENTRAL AVE
6 9
3 8
9 7
11 10
MI-2
SEE DETOUR PLAN No. 3

CENTRAL AVE
JACUZZI ST. ENTRANCE AT
CLOSED
SEE DETOUR PLAN No. 2

AT CENTRAL AVE
ON-RAMP TO WB ROUTE 80
CLOSED
J
A
C
U
Z
Z
I S
t
/

O
A
K
L
A
N
D

F
R
A
N
S
IC
O

T
O

S
A
N

JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBMITTAL JANUARY 08, 2025

NOT FOR CONSTRUCTION
488
16 20 23
7 8
9 1 2
11 5
2 3
4 1
4 2
3 4
4 53
4 2
4 3
4 TRAFFIC HANDLING PLAN

STAGE CONSTRUCTION AND
SCALE: 1" = 50'
REMOVED PRIOR TO BEGINNING WORK ON EACH STAGE.

11. ALL CONFLICTING SIGNING, STRIPING, AND PAVEMENT MARKINGS SHALL BE SEE SHEET SC-3 FOR TRAFFIC HANDLING QUANTITIES.10.

TIME.

CONTRACTOR CANNOT CLOSE BOTH LANES ON EB EXIT RAMP AT THE SAME 9.

SAME TIME.

JACUZZI STREET AND WB ENTRANCE RAMP SHALL NOT BE CLOSED AT THE 8.

RAMP.

CONTRACTOR IS WORKING ON HMA PAVEMENT, CURB AND GUTTER, AND CURB CHANNELIZERS AND PLASTIC TRAFFIC DRUMS ARE REQUIRED WHEN 7.

TEMPORARY SIGNAGE SHALL CONFORM TO LATEST EDITION OF CA MUTCD.6.

CONTRACTOR SHALL PROVIDE ACCESS TO ALL DRIVEWAYS AT ALL TIMES.5.

SAFETY SYSTEMS.

CONTRACTOR SHALL USE APPROVED CALTRANS MASH COMPIANT TRAFFIC 4.

AT ALL TIMES.

CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS THROUGH PROJECT LIMITS 3.

REDUCE SPEED LIMIT WITHIN PROJECT LIMIT FROM 30 MPH TO 25 MPH.2.

AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING1.

NOTES:

APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY LEGEND:

CONSTRUCTION THIS STAGE

TRAFFIC DRUMS

DIRECTIONAL TRAFFIC ARROWS

ONE POST STATIONARY MOUNTED SIGN
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:01
10-JAN-2025
RR
01-08-25
USERNAME => malqudsi
DGN FILE => 0421000249ma001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

TEMPORARY RAILING (TYPE K)
TEMPORARY CRASH CUSHION TL-2

TYPE III BARRICADE
SC-1
STAGE 1
10' C-C (Typ)
(Typ)
20' C-C
10' C-C (Typ)
R/W
R
/
W
R
/
WR
/
W
R/W

AND DETOUR INFORMATION
SEE SHEET MI-1 FOR ROAD CLOSURE
CONSTRUCTION WORK TO BE PERFORMED:

MARKINGS.

REMOVE K-RAIL AND TEMPORARY PAINTED THERMOPLASTIC MARKING AND PLACE PROPOSED THERMOPLASTIC 8.

REMOVE HMA CURB RAMP, PLACE CONCRETE DRIVEWAY.7.

INSTALL LANDSCAPING IMPROVEMENTS INCLUDING ROCK BLANKETS, MULCH, AND CONCRETE DITCHES.6.

SAME TIME SINCE THEIR DETOUR ROUTES ARE DEPENDENT ON ONE ANOTHER.

PLAN. JACUZZI STREET AND WB ENTRANCE RAMP SHALL NOT BE CLOSED AT THE FOLLOW CALTRANS STD WHERE CLOSURES ARE REQUIRED, CONTRACTOR SHALL EXISTING TRAFFIC PATTERNS AS MUCH AS POSSIBLE.

CONSTRUCT PROPOSED IMPROVEMENTS ON THE SOUTH SIDE OF THE PROJECT. CONTRACTOR TO MAINTAIN 5.

PUSH BUTTON.

REMOVE CONCRETE DRIVEWAY, PLACE HMA CURB RAMP, AND INSTALL TEMPORARY PEDESTRIAN SIGNAL WITH 4.

PLACE TEMPORARY RAILING (TYPE K), TRAFFIC DRUMS, AND TYPE III BARRICADES.3.

STRIPE FOR THIS STAGE.

REMOVE ALL EXISTING CONFLICTING STRIPING FOR THIS STAGE AND REPLACE USING TEMPORARY PAINTED 2.

PLACE CONSTRUCTION AREA SIGN1.

STAGE 1
J
A
C
U
Z
Z
I S
T
R
E
E
T
"C
E
3 " L
IN
E
W
B

E
N
T
R
A
N
C
E

R
A
M
P
S
A
N

J
O
A
Q
U
IN

S
T
R
E
E
T
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P "C
E
1 " L
IN
E
E
B

E
N
T
R
A
N
C
E

R
A
M
P

CENTRAL AVENUE
"CEN1" LINE
S
A
N

L
U
IS

S
T
R
E
E
T

P
IE
R
C
E

S
T
R
E
E
T
E
B

E
X
IT

R
A
M
P
"C
E
4 " L
IN
E
"I8
0 " L
IN
E
I-
8 0
W
B
E
B

PAVEMENT ARROW

REMOVE EXISTING

COVER OR
IS NEEDED FOR CONSTRUCTION.

PLACEMENT IF A LANE REDUCTION

FOR SIGNAGE AND CHANNELIZER
REFER TO CA MUTCD TA 22B (CA)
R9-11 (RIGHT)
R9-9 (SIGN)
6" WHITE PAINT STRIPE
PAINT DETAIL 21

HMA RAMP

PAINT LIMIT LNE
C2 (CA)

TYPE III BARRICADE
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBMITTAL JANUARY 08, 2025

NOT FOR CONSTRUCTION
489

TRAFFIC HANDLING PLAN

STAGE CONSTRUCTION AND
SCALE: 1" = 50'
REMOVED PRIOR TO BEGINNING WORK ON EACH STAGE.

11. ALL CONFLICTING SIGNING, STRIPING, AND PAVEMENT MARKINGS SHALL BE SEE SHEET SC-3 FOR TRAFFIC HANDLING QUANTITIES.10.

TIME.

CONTRACTOR CANNOT CLOSE BOTH LANES ON EB EXIT RAMP AT THE SAME 9.

SAME TIME.

JACUZZI STREET AND WB ENTRANCE RAMP SHALL NOT BE CLOSED AT THE 8.

RAMP.

CONTRACTOR IS WORKING ON HMA PAVEMENT, CURB AND GUTTER, AND CURB CHANNELIZERS AND PLASTIC TRAFFIC DRUMS ARE REQUIRED WHEN 7.

TEMPORARY SIGNAGE SHALL CONFORM TO LATEST EDITION OF CA MUTCD.6.

CONTRACTOR SHALL PROVIDE ACCESS TO ALL DRIVEWAYS AT ALL TIMES.5.

SAFETY SYSTEMS.

CONTRACTOR SHALL USE APPROVED CALTRANS MASH COMPIANT TRAFFIC 4.

AT ALL TIMES.

CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS THROUGH PROJECT LIMITS 3.

REDUCE SPEED LIMIT WITHIN PROJECT LIMIT FROM 30 MPH TO 25 MPH.2.

AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING1.

NOTES:

APPROVED FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY LEGEND:

CONSTRUCTION THIS STAGE

TRAFFIC DRUMS

DIRECTIONAL TRAFFIC ARROWS

ONE POST STATIONARY MOUNTED SIGN
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:03
10-JAN-2025
RR
01-08-25
USERNAME => malqudsi
DGN FILE => 0421000249ma002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

TEMPORARY RAILING (TYPE K)
TEMPORARY CRASH CUSHION TL-2

TYPE III BARRICADE
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBMITTAL JANUARY 08, 2025

NOT FOR CONSTRUCTION
16 20 23
7 8
9 1 2
5 2
3 4
6 4
2 3
4 4
5 62
3 4
2 4
3 4
SC-2
STAGE 2
CONSTRUCTION WORK TO BE PERFORMED:

REMOVE CONSTRUCTION SIGNS.6.

CONDITION OR BETTER.

GUTTER, THERMOPLASTIC STRIPE AND THERMOPLASTIC MARKINGS TO ORIGINAL TEMPORARY PEDESTRIAN SIGNAL. RESTORE CONCRETE SIDEWALK AND CURB AND

ASPHALT SIDEWALK, ASPHALT CURB RAMPS, TEMPORARY PAINTED CROSSWALK, AND REMOVE TEMPORARY PEDESTRIAN CROSSING AT SAN JUAQUIN ST, INCLUDING 5.

THERMOPLASTIC MARKINGS.

REMOVE TEMPORARY PAINTED THERMOPLASTIC MARKING AND PLACE PROPOSED 4.

CONCRETE DITCHES.

INSTALL LANDSCAPING IMPROVEMENTS INCLUDING ROCK BLANKETS, MULCH, AND 3.

SAME TIME SINCE THEIR DETOUR ROUTES ARE DEPENDENT ON ONE ANOTHER.

PLAN. JACUZZI STREET AND WB ENTRANCE RAMP SHALL NOT BE CLOSED AT THE

WHERE CLOSURES ARE REQUIRED, CONTRACTOR SHALL FOLLOW CALTRANS STD CONTRACTOR TO MAINTAIN EXISTING TRAFFIC PATTERNS AS MUCH AS POSSIBLE.

CONSTRUCT PROPOSED IMPROVEMENTS ON THE NORTH SIDE OF THE PROJECT. 2.

AND CONSTRUCTION AREA SIGNS IN THIS STAGE.

RELOCATE TEMPORARY RAILING (TYPE K), TRAFFIC DRUMS, TYPE III BARRICADES, 1.

STAGE 2
S
A
N

J
O
A
Q
U
IN

S
T
R
E
E
T
W
B

E
X
IT

R
A
M
P
"C
E
2 " L
IN
E "C
E
1 " L
IN
E
E
B

E
N
T
R
A
N
C
E

R
A
M
P
S
A
N

L
U
IS

S
T
R
E
E
T

P
IE
R
C
E

S
T
R
E
E
T
CENTRAL AVENUE "CEN1" LINE
E
B

E
X
IT

R
A
M
P"C
E
4 " L
IN
E
"I8
0 " L
IN
E
I-
8 0
W
B

E
N
T
R
A
N
C
E

R
A
M
P
"C
E
3 " L
IN
E
W
B E
B
J
A
C
U
Z
Z
I S
T
R
E
E
T
10' C-C (Typ)

PAVEMENT ARROW

EXISTING

COVER OR REMOVE
IS NEEDED FOR CONSTRUCTION.

PLACEMENT IF A LANE REDUCTION

FOR SIGNAGE AND CHANNELIZERS
REFER TO CA MUTCD TA 22B (CA)

AND DETOUR INFORMATION
SEE SHEET MI-2 FOR ROAD CLOSURE
10' C-C (Typ)
20' C-C (Typ)
R9-11
R9-9
R9-9
R9-10
R9-9
R9-11

HMA RAMP
6" WHITE PAINT STRIPE
C2 (CA) ALTERNATE

TYPE III BARRICADE
490

TRAFFIC HANDLING PLAN

STAGE CONSTRUCTION AND
REMOVED PRIOR TO BEGINNING WORK ON EACH STAGE.

11. ALL CONFLICTING SIGNING, STRIPING, AND PAVEMENT MARKINGS SHALL BE SEE SHEET SC-3 FOR TRAFFIC HANDLING QUANTITIES.10.

TIME.

CONTRACTOR CANNOT CLOSE BOTH LANES ON EB EXIT RAMP AT THE SAME 9.

SAME TIME.

JACUZZI STREET AND WB ENTRANCE RAMP SHALL NOT BE CLOSED AT THE 8.

RAMP.

CONTRACTOR IS WORKING ON HMA PAVEMENT, CURB AND GUTTER, AND CURB CHANNELIZERS AND PLASTIC TRAFFIC DRUMS ARE REQUIRED WHEN 7.

TEMPORARY SIGNAGE SHALL CONFORM TO LATEST EDITION OF CA MUTCD.6.

CONTRACTOR SHALL PROVIDE ACCESS TO ALL DRIVEWAYS AT ALL TIMES.5.

SAFETY SYSTEMS.

CONTRACTOR SHALL USE APPROVED CALTRANS MASH COMPIANT TRAFFIC 4.

AT ALL TIMES.

CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS THROUGH PROJECT LIMITS 3.

REDUCE SPEED LIMIT WITHIN PROJECT LIMIT FROM 30 MPH TO 25 MPH.2.

AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING1.

NOTES:

CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:39
10-JAN-2025
RR
01-08-25
USERNAME => ckelly
DGN FILE => 0421000249ma003.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBMITTAL JANUARY 08, 2025

NOT FOR CONSTRUCTION
SCQ-1

TRAFFIC HANDLING QUANTITIES

STAGE CONSTRUCTION AND

*QUANTITIES INCLUDED IN SUMMARY OF QUANTITIES

MARKERS PAVEMENT AND MARKINS, PAVEMENT STRIPES, TRAFFICTEMPORARY No.

SHEET
No.

STAGE LIMITSSTA LOCATION

MARKING

PAVEMENT
OR No.DETAIL
STRIPE

TRAFFIC THERMOPLASTICREMOVE

MARKINGPAVEMENT

THERMOPLASTIC
REMOVE
(PAINT)

MARKINGPAVEMENT

TEMPORARY

MARKINGPAVEMENT

THERMOPLASTIC
WASTE)
(HAZARDOUS
YELLOW6"
WHITE6"
LF EA
SC-1 1
17+13 "CEN1" TO 16+81"CEN1" LEFT 21 20
17+13 "CEN1" TO 16+81"CEN1" CENTER 21 20
17+13 "CEN1" TO 16+81"CEN1" RIGHT 38 20
17+13 "CEN1" TO 16+81"CEN1" LEFT 8 20
17+13 "CEN1" TO 16+81"CEN1" RIGHT 8 20
17+13 "CEN1" TO 16+81"CEN1" RIGHT 39A 20
17+13 "CEN1" TO 16+81"CEN1" LEFT 39A 20
21+12"CEN1" RIGHT ARROW VIITYPE 1 1
21+12"CEN1" RIGHT ARROW VIIITYPE 1
SC-2 2
18+55"CEN1" LEFT ARROW VIITYPE 1 1
18+55"CEN1" LEFT ARROW VIIITYPE 1
SUBTOTAL 40 100 2 2 2
TOTAL 140 2 2 2

QUANTITIES STAGINGCONSTRUCTION
No.

SHEET STAGE LOCATION MILEPOST

DRUMSTRAFFIC RAMPS

CURBASPHALT

K) (TYPERAILING

TEMPORARY
SIGNS

TEMPORARY

SIDEWALK

CONCRETE
REMOVE

BARRICADE

IIITYPE
TL-2

CUSHION
CRASH

TEMPORARY

REMARKS

EA SQFT EA EA SQYD EA EA
SC-1 1 20+00 "CEN1"STA
80SR 0.23 62 5 6 5 9 2 1
SC-2 2 20+00 "CEN1"STA
80SR 0.23 54 2 7 9 2 2
TOTAL 116 7 13 14 11* 4 1
491
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:17
08-JAN-2025
RR
01-08-25
USERNAME => p008585G
DGN FILE => 0421000249na001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
16 20 23
7 8
9 1 2
1 5
2 3
4 6
1 4
2 3
4 4
5 62
3 4
2 4
3 4
SCALE: 1" = 50'
PD-1
R/W
NOTES:
"C
E
3 " L
IN
E
"C
E
4 " L
IN
E
"CEN1" LINE
"C
E
1 " L
IN
E
"C
E
2 " L
IN
E
R/W
R
/
W
R
/
W
R
/
W
R/W
R
/
W

AND SIGN PLAN

PAVEMENT DELINEATION
LEGEND
No.

S1-1

S1-2
S1-4
S1-9 R6-1
BM1

R5-1a
R5-1
F
R
O
M

BM1
BM2
SP1
SP1
R
A
M
P
E
B

E
X
IT

R
A
M
P
E
B

E
N
T
R
A
N
C
E

R
A
M
P
W
B

E
X
IT

R
A
M
P
W
B

E
N
T
R
A
N
C
E

BM1

R9-3
R6-1
BM1

BM1
R9-3
R5-1b
R3-2
M4-4
R2-1
S1-13
R10-11a
R9-3S1-14
F
R
O
M
T
O
S1-15
S1-16
S1-19
S1-20
S1-21
S1-22
S1-23
S1-26
S1-17
S1-27
S1-24
S1-28
R81B(CA)
R81(CA)
R13A(CA)
R9-3
R9-3
R5-1b
FROMTO

S1-5
"CEN1" +96
"CEN1" +25
"CEN1" +27
"CEN1" +82

S1-18

1. 2.

3. R3-1
F
R
O
M
T
O

4. T
O
S1-3
7'
8'
R33A(CA)
R33A(CA)
R33A(CA)
R33A(CA)
SHOWN.

CROSSWALKS SHALL BE 10' WIDE UNLESS OTHERWISE
SIGN DESIGNATED.

DESIGNATED BY (CA) WHICH INDICATES A CALIFORNIA

FEDERAL SIGN DESIGNATIONS ARE SHOWN UNLESS
RELOCATION, OR RESETTING TO REMAIN IN PLACE.

ALL EXISTING SIGNS NOT SHOWN FOR REMOVAL,
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT
J
A
C
U
Z
Z
I S
t
P
IE
R
C
E

S
t
S1-6
F
R
O
M
T
O
F
R
O
M
T
O
S1-25
F
R
O
M
T
O
BM1
S
t
S
A
N

L
U
IS

F
R
O
M
T
O
S1-7
S1-8
S1-10
S1-11
S1-12

S8(CA)
S8(CA)
D13-3
G77-4(CA)

S1-30R9-3
R13A(CA)
F
R
O
M
T
O
R9-6
R9-7
R9-6
R9-7
S1-31
LL
S1-29
GP
LL
BM#
S1-32
S1-33R10-15(Mod)

9 29
9 38
LL
"CEN1" +44
"CEN1" +68
"CEN1" +64
"CEN1" +13
"CEN4" +50
12'
12'
12'
12'
21'
(CA)
(CONTINENTAL)
8' CROSSWALK
(CONTINENTAL)

CROSSWALK
(CONTINENTAL)

CROSSWALK
5' SPACING
OBJECT MARKER (TYPE Q) @
(CONTINENTAL)

CROSSWALK

OBJECT MARKER (TYPE Q)

TRAFFIC FLOW

BIKE LANE ARROW

BIKE LANE SYMBOL WITH PERSON

TYPE VII ARROW

TYPE IV ARROW
12" WHITE LIMIT LINE

BIKE EXTENSION MARKINGS

GREEN THERMOPLASTIC PAVEMENT MARKING

TRAFFIC STRIPE DETAIL NUMBER
Beg/END OF TRAFFIC DETAIL

CALIFORNIA SIGN DESIGNATION SUFFIX

EXISTING ROADSIDE SIGN - TWO POST

EXISTING ROADSIDE SIGN - ONE POST

EXISTING ROADSIDE SIGN (SSBM)

RELOCATE ROADSIDE SIGN

REMOVE ROADSIDE SIGN

RESET ROADSIDE SIGN
INSTALL ROADSIDE SIGN PANEL ON Exist POST

ROADSIDE SIGN NUMBER

APPROVED FOR PAVEMENT DELINEATION AND SIGN WORK ONLY
R13A(CA)
R10-24S1-34
R13A(CA)
S1-36
S1-35
CENTRAL Ave
R10-24
S1-37 R10-24
S1-38 R10-24

S1-39R10-24
F
R
O
M
T
O
S1-40
S1-41R10-24
R13A(CA)
S1-49R10-24

CROSSWALK (CONTINENTAL)
S1-48
S1-47
S1-46R10-24
S
t
S
A
N

J
O
A
Q
U
IN

S1-45R10-24
S1-44 R10-24

CROSSWALK (CONTINENTAL)
R10-24 S1-42
GP
R10-24 S1-43
S1-50 R10-24
R10-24
G77-4(CA)
R3-2
M4-4
R2-1(30)
R4-11(Mod)
D3-1(Jacuzzi St)
D3-1(Jacuzzi St)
D3-1(Central)
R13A(CA)
M6-1R
D11-1
R73-3(CA)
X-XX
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
R
O
U
T
E

8 0
L
IN
E
"I8
0 "
W
B E
B
492
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:17
08-JAN-2025
RR
01-08-25
USERNAME => p008585G
DGN FILE => 0421000249nb001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
SP1 DETAIL
(TYPICAL)
(TYPICAL)
5'
4'
4' 4'
BM2 DETAIL
(TYPICAL)
4' 4'
10'
9'
BM1 DETAIL
8'
8'
4'

NO SCALE
PDD-1
R10-15 (Mod)
S1-33
Sta "CEN1" 18+25.00

10.1"

22.7" 13.3"

12.6"
YIELD

SURFACE)
(SKID RESISTANT

PAVEMENT MARKING

THERMOPLASTIC
GREEN

SURFACE)
(SKID RESISTANT

PAVEMENT MARKING

THERMOPLASTIC
GREEN
TO

TURNING

VEHICLES
12"
30"
1"
13"
2"
3"
36"
3" 3"
3"
9"
8' TRAFFIC STRIPE

THERMOPLASTIC
4" YELLOW
STRIPE

THERMOPLASTIC
6" WHITE
STRIPE

THERMOPLASTIC
6" WHITE
"TURNING" 4" UC, SERIES D;
"VEHICLES" 4" UC, SERIES D;

1.9" RADIUS, 0.6" BORDER, 0.4" INDENT, WHITE ON, BLACK
"TO" 4" UC, SERIES D;
SYMBOL RG025 WHITE;
SYMBOL RG025 BLACK;
3"
4" 4" 10"
30"
30"

17.3"
S1-29
Sta "CEN1" 21+69.00
R4-11 (Mod)

SIDEWALK

MAY USE

7.6" 5.3"

2.1"

2.7"

2.2"

0.8"1.9"

6.7"

2.1"

7.1"

2.2"

1.9"

2.9"

2.5"

9.9"

1.9"

7.1" 3.2"

0.6"

3.6"

4.2"

4.3"

2.4"

4.9"

1.4"

1.9"

1.7"6.6"
SYMBOL YIELD RED;

SYMBOL PEDESTRIAN WHITE

AND SIGN DETAILS

PAVEMENT DELINEATION
"USE", 4" UC, SERIES C;
"MAY", 4" UC, SERIES C;
90 DEG ADVANCE TURN ARROW CUSTOM 6.6" x 5.6";

1.9" RADIUS, 0.6" BORDER, 0.4" INDENT, BLACK ON YELLOW
"SIDEWALK", 4" UC, SERIES C

1.9" RADIUS, 0.8" BORDER 0.5" INDENT BLACK ON WHITE;

5.9"

4.8"

4.3" 20.4" 5.3"

5.7"7.9"8.6"

6.8"

3.9" 2.5" 2.5" 3.1"
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
493
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:17
08-JAN-2025
RR
01-08-25
USERNAME => p008585G
DGN FILE => 0421000249nc001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

ROADSIDE SIGN QUANITITIES
No.

SHEET
No.

SIGN

DESIGNATION

SIGN PANEL
SIGN
DIM
"C"
LENGTH

POST SIZE AND
SIGN

ROADSIDE INSTALL SIGN ROADSIDE SIGN

RELOCATE

ROADSIDE SIGN
RESET
SIGN

ROADSIDE
REMOVE

WOOD WASTE

TREATED
4"X6" 6"X6" 6"X8" POST
ONE
POST

EXISTING SSBM POST
ONE
POST

TWO SSBM POST
ONE
POST
TWO
POST

METAL SSBM POST
WOOD

INCHES FT EA EA EA EA EA EA EA EA EA EA EA LB
PD-1
S1-1 G77-4(CA) 1
S1-2 R13A(CA) 24 x 36 1
S1-3
R9-7 12 x 18
1 R9-6 12 x 18
S1-4 R33A(CA) 1
S1-5
R2-1(30) 24 x 12
7 16' 1M4-4 24 x 12
R3-2 24 x 24
S1-6 R5-1b 12 x 18 7 12' 1
S1-7
R2-1
1 70M4-4
R3-2
S1-8 R33A(CA) 1
S1-9 R6-1 1
S1-10
R5-1
1 R5-1a
S1-11 R9-3 1
S1-12 S8(CA) 1
S1-13 R33A(CA) 1
S1-14
R9-3
1 R10-11a
S1-15
G77-4(CA)
1 D13-3
S1-16
R9-7 12 x 18
1 R9-6 12 x 18
S1-17 R5-1b 12 x 18 1
S1-18 D3-1 1
S1-19 R13A(CA) 1
S1-20
D3-1
1 D3-1
S1-21
R81(CA)
1 70
R81B(CA)
S1-22
R13A(CA)
1 R9-3
S1-23 R9-3 1
S1-24 R9-3 1
S1-25 S8(CA) 1
S1-26 R33A(CA) 1
S1-27 R3-1 1
S1-28 R6-1 1
S1-29 R4-11(Mod) 30 x 30 7 16' 1
S1-30 R9-3 18 x 18 1
S1-31
D11-1 30 x 24
7 12' 1
M6-1R 24 x 18
S1-32 R13A(CA) 24 x 36 1
S1-33 R10-15(Mod) 30 x 36 1
SHEET TOTAL 4 1 6 2 1 7 5 1 1 3 2 140
PDQ-1

AND SIGN QUANTITIES

PAVEMENT DELINEATION
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
494
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:17
08-JAN-2025
RR
01-08-25
USERNAME => p008585G
DGN FILE => 0421000249nc002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

ROADSIDE SIGN QUANITITIES
No.

SHEET
No.

SIGN

DESIGNATION

SIGN PANEL
SIGN
DIM
"C"
LENGTH

POST SIZE AND
SIGN

ROADSIDE INSTALL SIGN ROADSIDE SIGN

RELOCATE

ROADSIDE SIGN
RESET
SIGN

ROADSIDE
REMOVE

WOOD WASTE

TREATED
4"X6" 6"X6" 6"X8" POST
ONE
POST

EXISTING SSBM POST
ONE
POST

TWO SSBM POST
ONE
POST
TWO
POST

METAL SSBM POST
WOOD

INCHES FT EA EA EA EA EA EA EA EA EA EA EA LB
PD-1
S1-34 R10-24 9 x 15 1
S1-35 R10-24 9 x 15 1
S1-36 R10-24 9 x 15 1
S1-37 R10-24 9 x 15 1
S1-38 R10-24 9 x 15 1
S1-39 R10-24 9 x 15 1
S1-40 R13A(CA) 24 x 36 1
S1-41 R10-24 9 x 15 1
S1-42 R10-24 9 x 15 1
S1-43 R10-24 9 x 15 1
S1-44 R10-24 9 x 15 1
S1-45 R10-24 9 x 15 1
S1-46 R10-24 9 x 15 1
S1-47 R73-3(CA) 36 x 36 1
S1-48 R13A(CA) 24 x 36 1
S1-49 R10-24 9 x 15 1
S1-50 R10-24 9 x 15 1
SHEET TOTAL 17
SHEET TOTAL PDQ-1 4 1 6 2 1 7 5 1 1 3 2 140
TOTAL 4 1 23 2 1 7 5 1 1 3 2 140
PDQ-2

AND SIGN QUANTITIES

PAVEMENT DELINEATION
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
495
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:17
08-JAN-2025
RR
01-08-25
USERNAME => p008585G
DGN FILE => 0421000249nc003.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

ROADSIDE SIGN PANEL QUANITITIES
NO.

SHEET
NO.

SIGN

DESIGNATION
SIGN

DESCRIPTION

SIGN MESSAGE/
(INCHES)
L X D

PANEL SIZE
(SQFT)

PANEL AREA
COLOR

SHEETING

BACKGROUND

ASTM TYPE

BACKGROUND
COLOR

SHEETING
LEGEND
TYPE
ASTM
LEGEND

OVERLAY

PROTECTIVE
(SQFT)
AREA
PANEL
(.063")

UNFRAMED

REMARKS
PD-1
S1-2 R13A(CA) NO RIGHT TURN ON RED 24 x 36 6 WHITE IX BLACK/RED IX X 6 S1-3
R9-7 SHARED-USE PATH RESTRICTION 12 x 18 2 WHITE IX BLACK IX X 2 R9-6 BICYCLES YIELD TO PEDS 12 x 18 2 WHITE IX BLACK IX X 2 S1-5
R2-1(30) SPEED LIMIT 30MPH 24 x 30 5 WHITE IX BLACK IX X 5 M4-4 TRUCK 24 x 12 2 WHITE XI BLACK XI X 2
R3-2 NO LEFT TURN SYMBOL 24 x 24 4 WHITE IX BLACK/RED IX X 4 S1-6 R5-1b BICYCLES WRONG WAY 12 x 18 2 RED XI WHITE XI X 2 S1-16
R9-7 SHARED-USE PATH RESTRICTION 12 x 18 2 WHITE IX BLACK IX X 2 R9-6 BICYCLES YIELD TO PEDS 12 x 18 2 WHITE IX BLACK IX X 2 S1-17 R5-1b BICYCLES WRONG WAY 12 x 18 2 RED XI WHITE XI X 2 S1-29 R4-11(Mod) BICYCLES MAY USE SIDEWALK 30 x 30 6 WHITE IX BLACK IX X 6 S1-30 R9-3 NO PEDESTRIAN CROSSING SYMBOL 18 x 18 2 WHITE IX BLACK/RED IX X 2 S1-31
D11-1 BIKE ROUTE 30 x 24 5 GREEN XI WHITE XI X 5
M6-1R RIGHT ARROW 24 x 18 3 WHITE XI BLACK XI X 3
S1-32 R13A(CA) NO RIGHT TURN ON RED 24 x 36 6 WHITE IX BLACK/RED IX X 6 S1-33 R10-15(Mod) TURNING VEHICLES YIELD TO BICYCLES & PEDS 30 x 36 8 YELLOW/WHITE XI BLACK/RED XI X 8 S1-34 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-35 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-36 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-37 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-38 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-39 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-40 R13A(CA) NO RIGHT TURN ON RED 24 x 36 6 WHITE IX BLACK/RED IX X 6 S1-41 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-42 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-43 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-44 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-45 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-46 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-47 R73-3(CA) NO U-TURN 36 x 36 9 WHITE IX BLACK IX X 9 S1-48 R13A(CA) NO RIGHT TURN ON RED 24 x 36 6 WHITE IX BLACK/RED IX X 6 S1-49 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 S1-50 R10-24 BICYCLE PUSH BUTTON FOR GREEN LIGHT 9 x 15 1 WHITE IX BLACK IX X 1 TOTAL 84
PDQ-3

AND SIGN QUANTITIES

PAVEMENT DELINEATION
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
496
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
14:17
08-JAN-2025
RR
01-08-25
USERNAME => p008585G
DGN FILE => 0421000249nc004.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23

PAVEMENT DELINEATION QUANITITIES
No.

SHEET STATION LIMITS

DIRECTION
DETAIL No.

NIGHT VISIBILITY)

STRIPE (ENHANCED WET

THERMOPLASTIC TRAFFIC

VISIBILITY)
(ENHANCED WET NIGHT

PAVEMENT MARKING

THERMOPLASTIC

(RETROFLECTIVE)
MARKER

PAVEMENT

OBJECT MARKER (TYPE Q)

DESCRIPTION/COMMENTS
4" 6"
(GREEN)

PAVEMENT MARKING

THERMOPLASTIC
(WHITE)

ARROWS/SYMBOLS/WORDS

LIMIT LINE/CROSSWALK
TYPE D
TYPE G
YELLOW

SOLID YELLOW

SOLID WHITE
(BROKEN)
WHITE

LF LF LF SQFT SQFT SQFT EA EA EA
PD-1
"CEN1" 18+96.00 TO "CEN1" 20+70.00 WB SP1 136
"CEN1" 19+25.17 TO "CEN1" 20+82.37 EB SP1 156
"CEN1" 17+29.36 TO "CEN1" 18+70.15 WB BM1 296 208
"CEN1" 17+66.00 TO "CEN1" 17+94.82 EB BM1 56 48
"CEN1" 18+79.44 TO "CEN1" 18+97.15 EB BM1 32 32
"CEN1" 21+06.86 TO "CEN1" 21+46.72 EB BM1 80 64
"CEN1" 20+64.96 TO "CEN1" 21+28.42 WB BM1 128 96
"CEN1" 17+23.50 TO "CEN1" 17+33.41 NB/SB BM2 156 216
"CEN1" 17+08.37 TO "CEN1" 21+39.82 1440 CROSSWALK (CONTINENTAL) "CEN1" 20+66.97 TO "CEN1" 21+12.43 192 CROSSWALK (8' CONTINENTAL) "CEN1" 17+18.70 TO "CEN1" 17+27.23 NB/SB 28 BIKE LANE SYMBOL WITH PERSON "CEN1" 17+23.50 TO "CEN1" 17+33.41 NB/SB 7 BIKE LANE ARROW SYMBOL "CEN1" 16+44.76 TO "CEN1" 17+13.32 9 72 2
"CEN1" 16+44.76 TO "CEN1" 17+13.32 29 68 2
"CEN1" 16+44.76 TO "CEN1" 17+13.32 29 69 2
"CEN1" 16+44.76 TO "CEN1" 17+13.32 38 70 2
"CEN1" 16+44.76 TO "CEN1" 17+13.32 9 64 2
"CEN1" 16+44.79 LL 36 LIMIT LINE
"CEN1" 17+85.38 LL 15 LIMIT LINE
"CEN1" 16+67.19 15 TYPE IV ARROW
"CEN1" 18+64.13 27 TYPE VII ARROW
"CEN4" 03+49.60 27 TYPE VII ARROW
"CEN1" 17+28.28 TO 17+57.92 GP 235
"CEN1" 17+40.41 6 OBJECT MARKER (TYPE Q)
SUBTOTAL 292 137 70 884 899 104 1683 6 4 6
TOTAL 292 1091 899 1787 10 6
PDQ-4

AND SIGN QUANTITIES

PAVEMENT DELINEATION
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
497
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
08:31
06-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249pa001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
Q-1

SUMMARY OF QUANTITIES
* QUANTITIES INCLUDED IN PAVEMENT STRUCTURE AND EARTHWORK QUANTITIES TABLE.

No.

SHEET LINE SIDE OFFSET (LF) STATION
(PICKET)
4' SECURITY METAL GATE

REMOVE FENCE

REMOVE GATE

LF EA LF EA
C-1 "CE2" Lt 45.93', 44.87' 3+13.20 TO 3+37.10 26.5
C-1 "CE2" Lt 44.87' 3+37.10 1
C-1, C-2 "CE2", "CE1" Lt 45.03', 13.69' 3+41.12 TO 4+67.07 150.9 C-2 "CE1" Lt 13.69' 4+67.07 1
C-2 "CE1" Lt 13.68', 13.68' 4+71.07 TO 4+89.19 18.1
C-2 "CEN1" Lt 57.10', 50.31' 19+69.68 TO 19+72.98 10.1
C-2 "CEN1" Lt 50.31' 19+72.98 1
C-2 "CEN1" Lt 50.31', 57.11' 19+76.97 TO 19+80.26 10.1
C-1, C-2 "CE3" Rt 35.01', 34.52' 3+36.12 TO 3+58.16 23.5 C-1 "CE3" Rt 34.52' 3+58.16 1
C-1, C-2 "CE3", "CE4" Rt, Lt 34.80', 34.31' 3+62.15 TO 3+49.90 154.7 C-2 "CE4" Lt 34.31' 3+49.90 1
C-2 "CE4" Lt 33.94', 34.18' 3+45.91' TO 3+26.57 21.9
L-2 "CE2", "CE1" Lt 45.76', 11.68' 3+11.52 TO 4+73.63 243.9 L-2 "CEN1" Lt 42.22' 19+11.14 1
L-2 "CE1" Lt 13.65' 4+67.88 1
L-2 "CEN1" Lt 41.92', 42.12' 19+88.35 TO 19+98.28 36.8
L-2 "CEN1" Lt 50.57' 19+98.10 1
L-2 "CE3", "CE4" Rt, Lt 34.12', 35.32' 3+34.26 TO 3+21.54 306.6 L-2 "CE3" Rt 11.21' 3+77.02 1
L-2 "CEN1" Rt 43.82' 20+74.74 1
415.8 5 587.3 5
(PICKET)

SECURITY METAL FENCE
TOTAL

FENCE AND GATE SUMMARY CURB AND GUTTER QUANTITIES
(CURB)

MINOR CONCRETE
(CURB AND GUTTER)

MINOR CONCRETE
L-1, L-2 "CEN1" Lt 38.21', 69.09' 16+97.91 TO 17+36.43 A2-6 3.1 2.5 52.1 L-1, L-2 "CEN1" Rt 41.10', 79.25' 17+08.38 TO 17+63.29 A2-6 4.3 3.5 72.5 L-1, L-2 "CEN1" Rt 70.20', 53.26' 18+02.17 TO 18+06.97 A2-6 1.0 0.9 17.6 L-1, L-2 "CE3" Lt 25.82', 26.83' 3+78.88 TO 3+95.95 A2-6 1.0 0.8 17.1 L-1, L-2 "CEN1" Lt 64.34', 49.41' 17+98.22 TO 18+38.38 A2-6 3.3 2.7 56.3 L-1, L-2 "CE2" Lt 3.83', 12.45' 3+49.47 TO 3+65.33 A2-6 1.1 0.9 18.9 L-1, L-2 "CE3" Rt 6.67', 11.88' 3+77.25 TO 3+94 A2-6 1.0 0.9 17.7 L-1, L-2 "CE1" Lt 6.67', 0.05' 4+35.15 TO 4+49.28 A2-6 0.9 0.8 15.9 L-1, L-2 "CE4" Lt 15.94', 19.09' 3+60.61 TO 3+78.65 A2-6 1.1 0.9 18.7 L-1, L-2 "CEN1" Rt 46.33', 30.15' 21+46.52 TO 21+59.77 A2-6 1.3 1.0 21.3 L-1 "CEN1" Lt 51.59', 43.69' 18+91.71 TO 20+52.70 A1-6 4.3 1.9 L-1 "CEN1" Lt 36.33', 35.38' 18+92.70 TO 20+52.70 A1-6 4.2 1.9 L-1 "CEN1" Rt 41.65', 35.38' 19+18.32 TO 20+86.54 A1-6 4.3 1.9 L-1 "CEN1" Rt 58.43', 52.67' 19+23 TO 20+86.54 A1-6 4.2 1.9 C-1 "CEN1" Rt 38.08', 53.88' 17+39.43 TO 17+58.01 B1-6 1.6 51 0.7

18.7 18.2 51 23.4 308.1
TYPE
CURB

CYSQFT LF
CLASS 2 AGGREGATE BASE
CY

SIDELINE OFFSET (LF)
CY

STATION
TOTAL
(STAMPED CONCRETE)

MINOR CONCRETE

CURB AND GUTTER

REMOVE CONCRETE
*
No.

SHEET
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
498
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
19:17
09-JAN-2025
RR
01-08-25
USERNAME => p009620D
DGN FILE => 0421000249pa002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
Q-2

SUMMARY OF QUANTITIES
* QUANTITIES INCLUDED IN PAVEMENT STRUCTURE AND EARTHWORK QUANTITIES TABLE.

PAVEMENT STRUCTURE AND EARTHWORK QUANTITIES

CURB RAMP QUANTITIES
No.

SHEET LINE SIDE (LF)

OFFSET STATION IDENTIFICATION

CURB RAMP
(CURB RAMP)

MINOR CONCRETE

CY CY SQFT EA
C-3 "CEN1" Lt 39.76', 64.71' 17+02.75 TO 17+33.93 #1 AND #2 2.9 1.8 34.8 2 C-4 "CEN1" Rt 46.14', 74.14' 17+14.13 TO 17+55.88 #3 AND #4 3.2 1.8 34.5 2 C-5 "CEN1" Rt 53.26', 50.13' 18+06.97 TO 18+67.72 PASSAGEWAY #1 13.0 8.4 150.5 1 C-6 "CEN1" Lt 50.75', 49.84' 18+05.67 TO 18.37.97 #5 AND #6 2.2 1.1 31.6 2 C-7 "CEN1" Lt 50.13', 50.92' 18+78.05 TO 18+91.76 #7 2.5 1.6 135.1 1 C-8 "CEN1" Rt 43.85', 42.26' 19+10.94 TO 19+18.48 #8 2.2 1.4 89.6 1 C-9 "CEN1" Lt 35.50', 35.50' 20+52.70 TO 20+58.70 #9 0.8 0.4 25.3 1 C-10 "CEN1" Rt 36', 36' 20+86.54 TO 20+93.54 #10 2.5 1.7 115.5 1 C-10 "CEN1" Rt 46.13', 34.01' 21+47.28 TO 21+55.57 #11 1.0 0.6 15.4 1

30.4 18.9 632.4 12

AGGREGATE BASE
CLASS 2

WARNING SURFACE

DETECTABLE

CONSTRUCTION SURVEY

PRE/POST
TOTAL
* QUANTITIES INCLUDED IN PAVEMENT STRUCTURE AND EARTHWORK QUANTITIES TABLE. *

SIDEWALK QUANTITIES
No.

SHEET LINE SIDE (LF)

OFFSET STATION

TACK COAT

TON CY TON CY CY CY
L-1, L-2 "CEN1" Lt 34.24', 67.60' 16+98.44 TO 17+40.14 10.2 2.5 0.01 7.6 L-1, L-2 "CEN1" Rt 41.10', 79.25' 17+08.38 TO 17+63.29 48.7 12.0 0.06 36.1 L-1, L-2 "CEN1", "CE3" Rt, Lt 70.20', 25.82' 18+02.17 TO 3+78.88 11.6 2.9 0.01 8.6 19.2 8.7 L-1, L-2 "CEN1" Lt 64.34', 49.41' 17+98.22 TO 18+38.38 17.7 4.4 0.02 13.1 4.5 L-1, L-2 "CE2", "CEN1" Lt 3.83', 24.61' 3+49.47 TO 21+44.12 77.4 19.1 0.10 57.3 33.1 L-1, L-2 "CE3", "CE4" Rt, Lt 6.67', 15.94' 3+77.25 TO 3+60.61 5.9 1.5 0.01 4.4 42.7 L-1, L-2 "CEN1" Rt 46.33', 30.15' 21+46.52 TO 21+59.77 7.5 1.9 0.01 5.6

23.4 47.4

18.9 179.1 133.9 0.22 132.7
(TYPE A)

HOT MIX ASPHALT

AGGREGATE BASE
CLASS 2

EMBANKMENT
(N)

CURB RAMP QUANTITIES
TOTAL

CURB AND GUTTER QUANTITIES

SIDEWALK QUANTITIES

EXCAVATION

ROADWAY

SURFACING

REMOVE BASE AND
LANDSCAPE QUANTITIES 81
180.6
No.

SHEET LINE SIDE (LF)

OFFSET STATION
(SIDEWALK)

MINOR CONCRETE

SIDEWALK

REMOVE CONCRETE

CY CY SQYD
L-1, L-2 "CEN1" Lt 38.21', 69.09' 16+97.91 TO 17+36.43 0.6 0.5 32.7 L-1, L-2 "CEN1" Rt 41.10', 79.25' 17+08.38 TO 17+63.29 1.2 0.9 40.8 L-2 "CEN1" Rt 70.20', 42.42' 18+02.17 TO 18+63.97 44.8
L-1, L-2 "CEN1" Lt 64.34', 49.41' 17+98.22 TO 18+38.38 1.2 0.9 28.3 L-1, L-2 "CE2", "CE1" Lt 4.77', 6.67' 3+28.48 TO 4+35.15 27.5 20.6 134.3 L-1, L-2 "CE3", "CE4" Rt, Lt 6.67', 19.09' 3+77.25 TO 3+78.65 32.4 24.3 148.8 L-1, L-2 "CEN1" Rt 46.33', 30.15' 21+46.52 TO 21+59.77 0.3 0.2 6.9

63.2 47.4
*

AGGREGATE BASE
CLASS 2
TOTAL
STAGE CONSTRUCTION AND TRAFFIC HANDLING QUANTITIES 11
447.8
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
499
500
501
502
503
504
505
506
507
508
509
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:04
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
E-1
LEGEND:

INDEX OF ELECTRICAL SYSTEMS PLANS:

DESCRIPTION:SHEET No.:

SYSTEMS PLAN

ELECTRICAL

ELECTRICAL SYSTEMS

MODIFYING LIGHTING SYSTEMS

ELECTRICAL SYSTEMS

NO SCALE

NOTES, LEGEND, AND ABBREVIATIONS

INDEX OF ELECTRICAL SYSTEMS PLANS,
E-1
E-2
E-3 TO E-4 REMOVING SIGNAL AND LIGHTING SYSTEMS
SIGNAL AND LIGHTING SYSTEMSE-5 TO E-8
1 RC
2 4
3 22 EXISTING DETECTORSAB
ASSEMBLY WITH MODEL 332L CABINET.

INSTALL DEPARTMENT-FURNISHED MODLE 2070 CONTROLLER23
24 REUSE EXISTING CONDUCTORS FROM CONDUIT RUN 7
25 REUSE EXISTING CONDUCTORS FROM CONDUIT RUN 15
26 REUSE EXISTING CONDUCTORS FROM CONDUIT RUN 18
27 REMOVE EXISTING CONDUCTORS AND INSTALL NEW CONDUCTORS 28 29 INSTALL R10-24 SIGN ABOVE APS PUSH BUTTON SIGN
30 INSTALL R13-A(CA) WITH AN ASTROBRAC
PART OF BID ITEM SIGNAL AND LIGHTING SYSTEMS.

NEW: Exist:
70 W LED WALLPACK
LEGEND:

ED-1 ELECTRICAL SYSTEMS DETAILS
EQ-1 ELECTRICAL SYSTEMS QUANTITIES
HEIGHT
INSTALL 70 WATT LED WALLPACK LUMINAIRE WITH A 14' MOUNTING

EXISTING LUMINAIRE
INSTALL 1" TYPE 1 SURFACE MOUNTED CONDUIT WITH 2#8(LTG) 31 INSTALL R73-3 WITH AN ASTROBRAC

WALLPACK
INSTALL R10-15(CA)(MOD) BLANKOUT SIGN
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
510
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:04
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua002.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
R
R
6 1
5 2
3 4
16 20 23
7 8
9 1 2
1 4
2 3
4 4
5 6
2 3
4 2
4 3
4 R
R
SCALE: 1" = 50'
E-2
R/W
W
B

E
N
T
R
A
N
C
E

R
A
M
P
"C
E
3 " L
IN
E
E
B

E
X
IT

R
A
M
P
"C
E
4 " L
IN
E

CENTRAL AVENUE
"CEN1" LINE
"C
E
1 " L
IN
E
E
B

E
N
T
R
A
N
C
E

R
A
M
P
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P
J
A
C
U
Z
Z
I S
T
R
E
E
T
P
IE
R
C
E

S
T
R
E
E
T
S
A
N

L
U
IS

S
T
R
E
E
T
R/W
R
/
W
R
/
W
R
/
W
R/W
R
/
W
S
T
R
E
E
T
S
A
N

J
O
A
Q
U
IN

1 3
7 .4
5 '

SYSTEMS

MODIFYING LIGHTING

APPROVED FOR ELECTRICAL WORK ONLY
3 3 3
1 3
AB
CB
CB
2 2 2
AND LEGEND, SEE SHEET E-1

FOR NOTES, ABBREVIATIONS,
2 2
SYSTEM No. 28-080-00275
(120/240 V)
EQUIPMENT ENCLOSURE No. (00275)

EXISTING TYPE III-CF SERVICE
NOTES:

UNLESS OTHERWISE NOTED.

CONDUCTORS, TRAFFIC SIGNAL POLES, AND ELECTRICAL EQUIPMENT PROTECT IN PLACE ALL EXISTING CONDUITS, PULL BOXES, LOOPS,3.

MATERIALS.

PROPOSED WORK PRIOR TO START OF WORK AND ORDERING

ENCLOSURE AND VOLTAGES FOR EXISTING EQUIPMENT AND
THE CONTRACTOR MUST VERIFY LOCATION(S) OF SERVICE2.

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.

JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
W
B
E
B
R
O
U
T
E

8 0
"I8
0 " L
IN
E
511
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:04
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua003.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
7 8
9 3
4 4
3 4
SCALE: 1" = 20'
E-3
NOTES:

R/W
R/W
R
/
W
R/W
R/W
S
A
N

J
O
A
Q
U
IN

S
T
R
E
E
T
"CEN1" LINE

CENTRAL AVENUE
J
A
C
U
Z
Z
I S
T
R
E
E
T
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P
"C
E
3 " L
IN
E
W
B

E
N
T
R
A
N
C
E

R
A
M
P
W
B

AND LIGHTING SYSTEMS

REMOVING SIGNAL
UNLESS OTHERWISE NOTED.

CONDUCTORS, TRAFFIC SIGNAL POLES, AND ELECTRICAL EQUIPMENT PROTECT IN PLACE ALL EXISTING CONDUITS, PULL BOXES, LOOPS,3.

MATERIALS.

PROPOSED WORK PRIOR TO START OF WORK AND ORDERING

ENCLOSURE AND VOLTAGES FOR EXISTING EQUIPMENT AND
THE CONTRACTOR MUST VERIFY LOCATION(S) OF SERVICE2.

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.

APPROVED FOR ELECTRICAL WORK ONLY
RS
RS
RS
RS
22 RC
AB
AB
AB
22 4
22 4
RC
AND LEGEND, SEE SHEET E-1

FOR NOTES, ABBREVIATIONS,
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
MATCH LINE (E-4)
512
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:04
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua004.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
3 4
20 1 2
4 3
4 4
SCALE: 1" = 20'
E-4
R
/
W
"CEN1" LINE

CENTRAL AVENUE
"C
E
3 " L
IN
E
W
B E
B
R
A
M
P
E
B

E
N
T
R
A
N
C
E

"I8
0 " L
IN
E
"C
E
3 " L
IN
E
E
B

E
X
IT

R
A
M
P
R
/
W
R/W
R/W
R/W
UNLESS OTHERWISE NOTED.

CONDUCTORS, TRAFFIC SIGNAL POLES, AND ELECTRICAL EQUIPMENT PROTECT IN PLACE ALL EXISTING CONDUITS, PULL BOXES, LOOPS,3.

MATERIALS.

PROPOSED WORK PRIOR TO START OF WORK AND ORDERING

ENCLOSURE AND VOLTAGES FOR EXISTING EQUIPMENT AND
THE CONTRACTOR MUST VERIFY LOCATION(S) OF SERVICE2.

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.

NOTES:

AND LIGHTING SYSTEMS

REMOVING SIGNAL
22 APPROVED FOR ELECTRICAL WORK ONLY
RS
RCAB
AB
AB
RC
RC
RS
AND LEGEND, SEE SHEET E-1

FOR NOTES, ABBREVIATIONS,
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
MATCH LINE (E-3)
513
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:04
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua005.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
7 8
9 3
4 4
3 4
SCALE: 1" = 20'
E-5
NOTES:

R/W
R/W
R
/
W
R/W
R/W
S
A
N

J
O
A
Q
U
IN

S
T
R
E
E
T
"CEN1" LINE

CENTRAL AVENUE
J
A
C
U
Z
Z
I S
T
R
E
E
T
"C
E
2 " L
IN
E
W
B

E
X
IT

R
A
M
P
"C
E
3 " L
IN
E
W
B

E
N
T
R
A
N
C
E

R
A
M
P
W
B
UNLESS OTHERWISE NOTED.

CONDUCTORS, TRAFFIC SIGNAL POLES, AND ELECTRICAL EQUIPMENT PROTECT IN PLACE ALL EXISTING CONDUITS, PULL BOXES, LOOPS,3.

MATERIALS.

PROPOSED WORK PRIOR TO START OF WORK AND ORDERING

ENCLOSURE AND VOLTAGES FOR EXISTING EQUIPMENT AND
THE CONTRACTOR MUST VERIFY LOCATION(S) OF SERVICE2.

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.

APPROVED FOR ELECTRICAL WORK ONLY
A
SYSTEM No. 28-080-00275
(120/240 V)
Á4
4I6L
4I6U
EQUIPMENT ENCLOSURE No. (00275)

EXISTING TYPE III-CF SERVICE

CONTROLLER ASSEMBLY
EXISTING MODEL 170
c
D E
F
G
H
J
i
K
lm
n
O
pq
R
OLA
OLA
PV
PV
PV
Á4PÁ6P
Á6P
Á6P
Á6P
Á6
Á1
Á6 Á6
Á1
OLC
Á4
Á4
4I7U
Á4
Á4
Á2
Á2
Á5
Á4
Á3
Á3
OLB
OLB
Á3
3I5L 3I5U

LIGHTING SYSTEM

SIGNAL AND
3I9L 3I8U
Q
dh
dh
CB
CB
CB
Á2P
Á2P
Á2P
Á2P
Á4P
dh
1 2
3 4
6 7
8 9
5J1U
2I4U
2I4L
10 11
12 13
15 14
16 1I1U
6J4U
6J4L
17 18
19 20
21 22
X
CC
27 23
24 CB
25 26
27 SC
28 29
Á4
AND LEGEND, SEE SHEET E-1

FOR NOTES, ABBREVIATIONS,
b
3028
BC
3028
31 Á6Á5 Á7 Á8
Á4Á3Á2Á1
SC
27 27
27 27
27 27
2727
27 30
SC
27 27
2727

PHASE DIAGRAM
OLC
OLA
Á6P
OLB
Á2P*
Á4P
(LPI) OF 7 SECONDS FOR PHASE 2P

MODIFED TO ADD A LEAD PED INTERVAL
*TRAFFIC SIGNAL PHASING SHALL BE
5 JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
OLC
PV
MATCH LINE (E-7)
514
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:07
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua006.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
E-6APPROVED FOR ELECTRICAL WORK ONLY

LIGHTING SYSTEM

SIGNAL AND

POLE AND EQUIPMENT SCHEDULE

CONDUCTOR AND CONDUIT SCHEDULE
AND LEGEND, SEE SHEET E-1

FOR NOTES, ABBREVIATIONS,
1 29
29 29
29 29
29 29
29 29
29 (N) = NEW

ALL CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED
POLE

STANDARD MOUNTING

VEH SIGNAL

MOUNTING
SIGNAL

PED APS
(WATTS)

LED LUM

POLE LOCATION REMARKS

TYPE SMA LMA ARM

MAST POLE PHASE ARROW A B
A 24-3-100(N) 35 12 2-MAS SV-1-T SP-1-T 137 W X' X'
b Exist 1-MAS SV-2-TA Exist Exist
c Exist TP-1-T 6 Exist Exist
D 1-A(N) SV-1-T SP-1-T 6 X' X'
E 24-3-100(N) 35 12 2-MAS SV-1-T SP-1-T 150 W X' X'
F PBA POST(N) 6 X' X'
G PBA POST(N) 6 X' X'
H 15TS(N) 12 150 W X' X'
i Exist 1-MAS SV-2-TA SP-1-T Exist Exist
J PBA POST(N) 2 X' X'
K 15TS(N) 2 150 W X' X'
l Exist 1-MAS SV-1-T SP-1-T Exist Exist
m Exist 1-MAS SV-2-TA SP-1-T Exist Exist
n Exist SV-1-T 2 Exist Exist
O PBA POST(N) 2 X' X'
p Exist 1-MAS SV-1-T SP-1-T 150 W Exist Exist
q Exist SV-1-T SP-1-T Exist Exist
R PBA POST(N) 4 X' X'
(N) = NEW

ALL POLES ARE EXISTING UNLESS OTHERWISE NOTED

NO SCALE
AWG CIRCUITS CIRCUIT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 No. 14 CONDUCTORS
1 3(N) 3(N)3(N) 3(N)
2 6(N) 3(N) 3(N) 6(N)6(N) 6(N)
3 6(N) 3(N)3(N)6(N) 6(N)6(N) 6(N)
4 3 3 6/6(N) 3(N) 3(N) 6(N) 6(N)6(N) 6(N)
5 3(N) 3(N)3(N) 3(N)
6 3(N) 3(N)3(N) 3(N)
OLA 3 3 3 3
OLB 3(N) 3(N)3(N)3(N) 3(N)3(N) 3(N)
OLC 3 3 3 3 3(N) 3(N)
2P 2(N) 2(N) 2(N) 2(N) 2(N)2(N)2(N) 2(N)2(N) 2(N)
4P 2 2/2(N) 2(N) 2(N) 2(N)2(N) 2(N)
6P 2 2 2 6 2(N)2(N) 2(N)
SPARES 3 3 3 3 3 3 3(N) 3(N) 3(N) 3(N)3(N)3(N) 3(N)3(N) 3(N)3(N) 3(N) TOTAL

SIGNAL CABLE

PEDESTRIAN
ACCESSIBLE 2P 1(N)1(N) 1(N)1(N) 1(N)
4P 1(N)
6P 1 1(N) 1(N) 1(N)
No. 8 CONDUCTOR SAFETY LIGHTING 2 2 2 2 2(N) 2(N) 2(N) 2(N 2(N)2(N)2(N)2(N)2(N) 2(N)2(N) 2(N) No. 8 CONDUCTOR SERVICE 2 2 2 2(N)2(N) 2(N)2(N) 2(N)
DLC
1I1U 1(N) 1(N) 1(N)1(N) 1(N)1(N) 1(N)
2I4U 1(N) 1(N) 1(N) 1(N) 1(N) 1(N)1(N) 1(N)
2I4L 1(N) 1(N) 1(N) 1(N) 1(N) 1(N)1(N) 1(N)
3I5U 1(N) 1(N) 1(N) 1(N)
3I5L 1(N) 1(N) 1(N) 1(N)
3I8U 1(N) 1(N) 1(N)
3I9L 1(N) 1(N) 1(N)
4I6U 1 1 1
4I6L 1 1 1
4I7U 1(N) 1(N)1(N) 1(N)1(N) 1(N)
5J1U 1(N) 1(N) 1(N) 1(N) 1(N) 1(N)1(N) 1(N)
6J2U 1(N) 1(N)1(N)1(N)1(N)1(N) 1(N)
6J2L 1(N) 1(N)1(N)1(N)1(N)1(N) 1(N)
6J4U 1(N) 1(N) 1(N)1(N) 1(N)
6J4L 1(N) 1(N) 1(N)1(N) 1(N)
TOTAL 2 0 0 4(N) 0 0 2 2/15(N) 3(N) 0 3(N) 0 3(N) 1(N)4(N) 1(N) 0 0 1(N)1(N) 0 5(N)5(N)2(N)4(N)2(N)4(N)8(N)11(N) EVUC 2(N)
VIDEO DETECTION 1 1 1/3(N) 1(N)1(N) 2(N)
6 PAIR SIC 1(N) 1(N) 1(N) 2(N)2(N) 1(N)1(N) 1(N) 1(N)
BLANKOUT SIGN 1(N) 1(N)1(N) 1(N)
CONDUIT SIZE EX EX EX EX 2" EX EX EX EX 2" EX 2" EX EX EX EX 2" EX EX EX 2" EX 3" 2" EX EX EX 3" 4" EX

CONDUIT FILL RATIO
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
515
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:04
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua007.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
3 4
20 1 2
4 3
4 4
SCALE: 1" = 20'
E-7
R
/
W
"CEN1" LINE

CENTRAL AVENUE
"C
E
3 " L
IN
E
W
B E
B
R
A
M
P
E
B

E
N
T
R
A
N
C
E

"I8
0 " L
IN
E
"C
E
3 " L
IN
E
E
B

E
X
IT

R
A
M
P
R
/
W
R/W
R/W
R/W
UNLESS OTHERWISE NOTED.

CONDUCTORS, TRAFFIC SIGNAL POLES, AND ELECTRICAL EQUIPMENT PROTECT IN PLACE ALL EXISTING CONDUITS, PULL BOXES, LOOPS,3.

MATERIALS.

PROPOSED WORK PRIOR TO START OF WORK AND ORDERING

ENCLOSURE AND VOLTAGES FOR EXISTING EQUIPMENT AND
THE CONTRACTOR MUST VERIFY LOCATION(S) OF SERVICE2.

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT1.

NOTES:

APPROVED FOR ELECTRICAL WORK ONLY
dh
a
E
b
c
d
f
G
8J8U 8J8L 8J7L
dh
SC
dh
dh
Á2
Á2
Á5
Á2P
Á2P
Á5
Á8
Á8
Á6
Á6
Á8
BC
23 Á6P
Á6P

LIGHTING SYSTEM

SIGNAL AND
5I9U
2I4U
2I4L
6J4L
6J4U
Á8
1 2
3 4
6 5
7 8
X
CC
27 9
10 11
6J2U
6J2L
12 13
29 29
29 29
2830
AND LEGEND, SEE SHEET E-1

FOR NOTES, ABBREVIATIONS,
CBSC
27 14
Á6Á5 Á7 Á8
Á4Á3Á2Á1

PHASE DIAGRAM
Á6P
Á2P
*
(LPI) OF 7 SECONDS FOR PHASE 6P

MODIFED TO ADD A LEAD PED INTERVAL
*TRAFFIC SIGNAL PHASING SHALL BE
27 27
27 27
27 SC
27 1527
6(E)
X
CC
16 JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
MATCH LINE (E-5)
516
CC04
x
x
x
x
x
Dist COUNTY ROUTE POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
TIME PLOTTED =>
DATE PLOTTED =>
15:10
07-JAN-2025
RR
01-08-25
USERNAME => p000776G
DGN FILE => 0421000249ua008.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3
UNIT 0000 PROJECT NUMBER & PHASE 04210002491BORDER LAST REVISED 8/1/2016 80 0.23
E-8APPROVED FOR ELECTRICAL WORK ONLY

LIGHTING SYSTEM

SIGNAL AND

NO SCALE

POLE AND EQUIPMENT SCHEDULE

CONDUCTOR AND CONDUIT SCHEDULE
1 1
(E) = Exist

ALL CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED
(N) = NEW

ALL POLES ARE EXISTING UNLESS OTHERWISE NOTED
POLE

STANDARD MOUNTING

VEH SIGNAL

MOUNTING
SIGNAL

PED APS
(WATTS)

LED LUM

POLE LOCATION REMARKS

TYPE SMA LMA ARM

MAST POLE PHASE ARROW A B
a Exist SV-2-TA SP-1-T Exist Exist
b Exist 1-MAS SV-2-TA SP-1-T 6 150 W Exist Exist
c Exist 2-MAS SV-1-T 150 W Exist Exist
d Exist SP-1-T Exist Exist
E PBA POST(N) 4 X' X'
f Exist TV-1-T Exist Exist
G 15TS(N) SP-1-T 2 150 W X' X'
AWG CIRCUITS CIRCUIT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 No. 14 CONDUCTORS
1 2 3 3 3 3 3
3 4
5 3 3 3 3 6 6 3
6 3 3
7 8 3 3 3 3 3 6 6 3
OLA
OLB
OLC
2P 2 2 2 4 4 4 4
4P
6P 2 2 4 4
SPARES 3 3 3 3 3 3 3 3 3 3
TOTAL

SIGNAL CABLE

PEDESTRIAN
ACCESSIBLE 2P 1 1
4P
6P
No. 8 CONDUCTOR SAFETY LIGHTING 2 2 2 2 2 2 2 2 2
No. 8 CONDUCTOR SERVICE 2 2
DLC
2I4U 1 1 1 1
2I4L 1 1 1 1
5I9U 1 1 1 1
6J2U 1 1 1
6J2L 1 1 1
6J4U 1 1 1 1 1
6J4L 1 1 1 1 1
8J7L 1 1 1
8J8U
8J8L 1 1
TOTAL
EVUC 1 1 2 2 2 2
VIDEO DETECTION 1 1 1 1 2 2 1
6 PAIR SIC 1
BLANKOUT SIGN 1 1
CONDUIT SIZE EX EX EX 2" EX EX EX EX 3" 3" 2" 2" 2-4" EX EX 3"

CONDUIT FILL RATIO
JANUARY 08, 2025

NOT FOR CONSTRUCTION
65% SUBMITTAL
65% SUBM ITTA L JANUARY 08, 2025

NOT FOR CONSTRUCTION
517

Reso. No.

Page 1 of 2 ends

DocID #52959v1
RESOLUTION NO. ____-25

A RESOLUTION OF THE COUNCIL OF THE CITY OF RICHMOND, CALIFORNIA,

AUTHORIZING THE CITY MANAGER TO EXECUTE THE COOPERATIVE AGREEMENT BETWEEN CALTRANS AND THE CITY OF RICHMOND FOR THE AMOUNT OF $50,000 TO SUPPORT THE I-80 / CENTRAL AVENUE UNDERCROSSING PROJECT

WHEREAS, On April 24, 2020, the West Contra Costa Transportation Advisory Committee (WCCTAC) adopted a resolution to contribute $400,000 from Measure J Program 28b (Subregional Needs) funds to Caltrans as a local match for its Active Transportation Program (ATP) grant application; and
WHEARAS, these funds are designated to support pedestrian and bicycle improvements along Central Avenue under the Interstate 80 overpass in the City of Richmond; and WHEREAS, on July 27, 2020, the then-City Manager, on behalf of the City of Richmond, transmitted a letter to the California Transportation Commission expressing the City’s intent to provide a $50,000 local match in support of the Central Avenue Undercrossing Pedestrian and Bicycle Improvements Project; and
WHERAS, the project is located along Central Avenue at the I-80 crossing between San Joaquin Street / Jacuzzi Street and San Luis Street / Pierce Street in Richmond, just one block from the City of El Cerrito; and
WHEREAS, the project scope includes upgrading pedestrian facilities and constructing new dedicated bikeways to enhance mobility and connectivity along Central Avenue across Interstate 80, linking Richmond and El Cerrito; and
WHEREAS, execution of a Cooperative Agreement between Caltrans and the City of Richmond is required to formalize the City’s $50,000 contribution toward the Central Avenue I- 80 Undercrossing Pedestrian and Bicycle Improvements Project.

NOW THEREFORE, BE IT RESOLVED that the City Council hereby resolves as follows:

Section 1. The City Council finds the above recitals are true and correct and have served, together with the Agenda Report, as the basis for the findings and actions set forth in this resolution.

Section 2. The City Council hereby authorizes the City Manager, or their designee, to execute the Cooperative Agreement between Caltrans and the City of Richmond to formalize the City’s contribution of $50,000 to support the I-80/Central Avenue Undercrossing Pedestrian and Bicycle Improvements Project.

Section 3. This resolution shall take effect immediately upon its passage. ******************

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I certify that the foregoing resolution was passed and adopted by the Co uncil of the City of Richmond at a regular meeting thereof held on September 23, 2025, by the following vote:

AYES:

NOES:

ABSTENTIONS:

ABSENT:

CLERK OF THE CITY OF RICHMOND
(SEAL)
Approved:

Mayor

Approved as to form:

City Attorney

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COOPERATIVE AGREEMENT
Local Contribution Only
This AGREEMENT, executed on and effective from __________________________, is between the State of California, acting through its Department of Transportation, referred to as CALTRANS, and:

City of Richmond, a body politic and municipal corporation or chartered city of the State of California, referred to hereinafter as CITY .

RECITALS

1. PARTIES are authorized to enter into a cooperative agreement for improvements to the State Highway System (SHS) per the California Streets and Highways Code, Sections 114 and 130.

2. The term AGREEMENT, as used herein, includes this document and any attachments, exhibits, and amendments.

3. For the purpose of this AGREEMENT, located on Central Avenue crossing I-80 between San Joaquin St./Jacuzzi St. and San Luis St./Pierce St. in the City of Richmond, a block from the City of El Cerrito. Project will improve pedestrian/bicycle access at Central Ave I- 80 undercrossing with wider sidewalks, new sidewalk-level bikeways, crossing improvements, pedestrian lighting, and fencing will be referred to hereinafter as PROJECT.

This description only serves to identify the PROJECT. The project scope of work is defined in the appropriate authorizing documents per the Project Development Procedures Manual.

4. CITY will contribute an amount of $50,000 to the PROJECT. Contributed funds will be used for the PROJECT.

5. PARTIES agree that funds will be contributed to the following PROJECT COMPONENTS:
 CONSTRUCTION CAPITAL

6. PARTIES hereby set forth the terms, covenants, and conditions for CITY contribution toward the PROJECT.

ROLES AND RESPONSIBILITIES

7. CALTRANS is the SPONSOR and IMPLEMENTING AGENCY for the PROJECT. 520
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8. CITY is a FUNDING PARTY contributing a fixed amount toward the PROJECT as shown in the FUNDING TABLE.

9. CALTRANS is responsible for completing all work for the PROJECT.

GENERAL CONDITIONS

10. All portions of this AGREEMENT, including the RECITALS section, are enforceable.

11. All CALTRANS' obligations and commitments under this AGREEMENT are subject to the appropriation of resources by the Legislature, the State Budget Act authority, programming and allocation of funds by the California Transportation Commission (CTC).

12. PARTIES will first attempt to resolve AGREEMENT disputes at the PROJECT team level.

If they cannot resolve the dispute themselves, the CALTRANS District Director and the Executive Officer of CITY will attempt to negotiate a resolution. If PARTIES do not reach a resolution, PARTIES' legal counsel will initiate mediation. PARTIES agree to participate in mediation in good faith and will share equally in its costs.

Neither the dispute nor the mediation process relieves PARTIES from full and timely performance of the work and fulfillment of obligations in accordance with the terms of this AGREEMENT. However, if any PARTY stops fulfilling its obligations, any other PARTY may seek equitable relief to ensure that the work continues.

Except for equitable relief and/or to preserve the statute of limitations, no PARTY may file a civil complaint until after mediation, or forty-five (45) calendar days after filing the written mediation request, whichever occurs first.

PARTIES will file any civil complaints in the Superior Court of the county in which the CALTRANS District Office signatory to this AGREEMENT resides or in the Superior Court of the county in which the PROJECT is physically located.

13. PARTIES maintain the ability to pursue alternative or additional dispute remedies if a previously selected remedy does not achieve resolution.

14. The cost of any engineering support performed by CALTRANS includes all direct and applicable indirect costs. CALTRANS calculates indirect costs based solely on the type of funds used to pay support costs. State and federal funds administered by CALTRANS are subject to the current Program Functional Rate. All other funds are subject to the current Program Functional Rate and the current Administration Rate. The Program Functional Rate and Administration Rate are adjusted periodically. 521
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In accordance with California law, the Administration Rate is capped at 10 percent for Self- Help Counties with a countywide sales tax measure dedicated to transportation improvements.

15. Neither CITY nor any of its officers and employees, are responsible for any injury, damage, or liability occurring by reason of anything done or omitted to be done by CALTRANS, its contractors, sub-contractors, and/or its agents under or in connection with any work, authority, or jurisdiction conferred upon CALTRANS under this AGREEMENT. It is understood and agreed that CALTRANS, to the extent permitted by law, will defend, indemnify, and save harmless CITY and all of its officers and employees from all claims, suits, or actions of every name, kind, and description brought forth under, but not limited to, tortious, contractual, inverse condemnation, or other theories and assertions of liability occurring by reason of anything done or omitted to be done by CALTRANS, its contractors, sub-contractors, and/or its agents under this AGREEMENT.

16. This AGREEMENT is intended to be PARTIES’ final expression and supersedes any oral understanding or writings pertaining to PROJECT.

INVOICE AND PAYMENT

17. CITY will contribute the funds listed below:

FUNDING TABLE
Fund
Source
Fund
Type
Project
Component Amount ($)
Local Local Construction Capital 50,000
Total Funds 50,000

18. CALTRANS will invoice CITY for a lump sum (single payment) after execution of this AGREEMENT for all State and local funds not allocated to CALTRANS by the CTC.

19. CITY will pay the invoiced amount within forty-five (45) calendar days of receipt of the invoice unless CITY is paying with Electronic Funds Transfer (EFT). When paying with EFT, CITY will pay the invoiced amount within five (5) calendar days of receipt of the invoice.

20. If CITY has received EFT certification from CALTRANS then CITY will use the EFT mechanism and follow all EFT procedures to pay all invoices issued from CALTRANS. 522
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21. After all work for the PROJECT is complete, CALTRANS will submit CITY a final accounting for all costs. Based on the final accounting CALTRANS will, if necessary, refund CITY the unexpended local fund sources shown in the FUNDING TABLE.

22. This AGREEMENT will be terminated when CALTRANS receives full payment of the CITY's funds. However, all indemnification and final accounting articles will remain in effect until terminated or modified in writing by mutual agreement.

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DEFINITIONS
FUNDING PARTY - A PARTY who commits a defined dollar amount to the PROJECT.

IMPLEMENTING AGENCY - The PARTY responsible for managing the scope, cost, and schedule of a project component to ensure the completion of that component.

PARTY - An individual signatory agency in this AGREEMENT.

PARTIES - The term that collectively references all of the signatory agencies to this AGREEMENT.

SPONSOR - The PARTY that accepts the obligation to secure financial resources to fully fund PROJECT. This includes any additional funds beyond those committed in this AGREEMENT necessary to complete the full scope of PROJECT.

PROJECT COMPONENT - A distinct portion of the planning and project development process of a capital project as outlined in California Government Code, Section 14529(b).  PID (Project Initiation Document) - The activities required to deliver the project initiation document for the PROJECT.
 PA&ED (Project Approval and Environmental Document) - The activities required to deliver the project approval and environmental documentation for the PROJECT.
 PS&E (Plans, Specifications, and Estimate) - The activities required to deliver the plans, specifications, and estimate for the PROJECT.
 R/W (Right of Way) SUPPORT - The activities required to obtain all property interests for the PROJECT.
 R/W (Right of Way) CAPITAL - The funds for acquisition of property rights for the PROJECT.
 CONSTRUCTION SUPPORT - The activities required for the administration, acceptance, and final documentation of the construction contract for the PROJECT.  CONSTRUCTION CAPITAL - The construction contract funds for the PROJECT.

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Contact Information
The information provided below indicates the primary contact information for each PARTY to this AGREEMENT. PARTIES will notify each other in writing of any personnel or location changes.

Contact information changes do not require an amendment to this AGREEMENT.

CALTRANS
Terence Lai, Project Manager
111 Grand Ave
Oakland, CA 94612
Office Phone: (510) 926-0182
Email: [email protected]

CITY OF RICHMOND
Hillal Hamdan, Senior Civil Engineer
450 Civic Center Plaza
Richmond, CA 94804
Office Phone: (510) 631-1398
Email: [email protected]

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SIGNATURES
PARTIES are authorized to enter into this AGREEMENT and have delegated to the undersigned the authority to execute this AGREEMENT on behalf of the respective agencies and hereby covenants to have followed all the necessary legal requirements to validly execute this AGREEMENT. By signing below, the PARTIES each expressly agree to execute this AGREEMENT electronically.

The PARTIES acknowledge that executed copies of this AGREEMENT may be exchanged by facsimile or email, and that such copies shall be deemed to be effective as originals.

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

Wajahat Nyaz
Deputy District Director, Design

Verification of Funds and Authority:

Jeffrey Kuehnel
District Budget Manager

Certified as to financial terms and policies:

Percy Ramil
HQ Accounting Supervisor

HQ Legal Representative
HQ Legal Rep Title

CITY OF RICHMOND

Shasa Curl
City Manager
City of Richmond

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September 16, 2025

City Council

DATE: September 16, 2025
TO: Mayor Martinez and Members of the City Council
FROM:
(List all relevant/responsive staff
persons)
Councilmember Claudia Jimenez and
Councilmember Sue Wilson
Subject:
(This will appear on the agenda)
Communication to the public and counseling for families and witnesses of officer involved shootings or an in-
custody death
FINANCIAL IMPACT: None at this time.

PREVIOUS COUNCIL
ACTION:
(List all dates items were heard or
council action took place)
None

STATEMENT OF THE
ISSUE:

To maintain public trust in the event of certain critical incidents involving law enforcement and the public, there is a need to update and revise the communication
protocol as well as to enhance support services for those directly affected by such events. Prioritizing public
communication and offering services such as counseling
or therapeutic support for affected families and witnesses helps restore trust in law enforcement, promote public
safety, and support the well-being of all Richmond
residents.

RECOMMENDED ACTION:
(This will appear on the agenda)
DIRECT the city manager to develop a plan to (1) revise the current communication protocol after an officer
involved shooting or an in-custody death, (2) modify
guidelines for released officer body-cam footage, and (3) issue a Request for Proposal (RFP) to provide
counseling and therapeutic services for families and
witnesses directly affected by officer-involved shootings or in-custody deaths - Councilmember Sue Wilson (510-
AGENDA
REPORT
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September 16, 2025
609-2111) and Councilmember Claudia Jimenez (510-
620-6743)

DISCUSSION:

The current protocol is for the Richmond Police Department to issue a press release after an officer-involved shooting (See RPD Policy 306.6.4). However, this action proposes that the City Manager – instead of RPD - implement an outlined communications protocol centered on issuing a timely press release when there is an officer-involved shooting or in-custody death The press release would include a description of the investigation process, timelines for public statements, and notification of available resources for witnesses and family members. The City Manager is committed to ensure accuracy, transparency, and cultural sensitivity in all communications. Also as part of the communication protocol, the city will commit itself to strict adherence to California Government Code 7923.625 (AB 748) rules governing the release of officer body worn camera footage, which limits redactions and prohibits editing beyond that which is legally required for safety and privacy.

In addition to communication efforts, the City must take steps to address the individual and community harm that often follows officer-involved shootings or in-custody deaths.

Affected families and witnesses frequently experience trauma that can have lasting mental health impacts that ripple out into the broader community. As such, this item recommends allocating appropriate funding for counseling and therapeutic services to support healing and recovery. These services may include mental health counseling and access to therapeutic care referrals for affected families and witnesses.

Together, these measures aim to promote community safety, rebuild trust between residents and law enforcement, and affirm the City’s commitment to transparency, accountability, and care for its residents and staff.

Communication Protocol Part 1 - Press Release
Within 24 hours of an officer-involved shooting, the City Manager should issue a press release that includes the following key elements:
● City Acknowledgment of Critical Incidents and Community Impact:

Require an official and timely public statement from the City Manager 528

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September 16, 2025
acknowledging the incident, expressing empathy for those impacted, and recognizing the trauma and pain experienced by the community. This statement should demonstrate the City's commitment to transparency, accountability, and healing.
● Community Police Review Commission (CPRC):

Clearly identify the CPRC’s role in providing independent and community-based oversight during investigations of critical incidents.
● Richmond Police Department Internal Affairs Investigations:

Outline the internal review process conducted by RPD’s Internal Affairs Division, including what aspects of the incident are investigated and how findings are used.
● District Attorney and/or Department of Justice Involvement:

Clarify when and how the Contra Costa County District Attorney’s Office or the California Department of Justice may initiate independent investigations, particularly in cases involving serious injury or loss of life. ● AB 748 – Release of Body-Worn Camera Footage:

Describe how the City intends to comply with California’s AB 748, which requires the release of audio and video recordings related to “critical incidents,” including officer-involved shootings, within 45 days unless such disclosure would substantially interfere with an active investigation. A link must be provided to either a) a city webpage where the public can view the footage directly or b) a city webpage where the public can make a public records request to obtain the footage.
● Timelines and Process Transparency:

Establish specific timelines for when initial public communications will occur, how often updates will be provided during the investigation period, and what methods (e.g., press releases, public meetings, online updates) will be used to inform the community.
● Access to County Services and Wraparound Support:

Ensure impacted families and witnesses are notified about how to access trauma-informed services, including mental health counseling and long-term care coordination through community-based resources.

Communication Protocol Part 2 – Release of Body-Worn Camera Footage:
● Any and all footage of an officer-involved shooting that is released should include only those redactions that are necessary to protect privacy and safety as defined in California Government Code 7923.625 and do not interfere with the viewer’s ability to fully and accurately comprehend the events. Because California Government Code 7923.625 further states that “the recording shall not otherwise be edited or altered,” the City must release only raw unedited footage subject 529

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September 16, 2025
only to the limited redactions required under the law. This reflects the City’s alignment with the state’s legal mandate to transparency, investigative integrity, and public trust.

There are many sources for policy and or practice guidance on navigating the delicate nature of investigations, but important ones that can guide our City are:
● State Bar of California- Rule of Professional Conduct 3.6; and ● U.S Department of Justice, Office of Community Oriented Policing Services (COPS)- STANDARDS AND GUIDELINES FOR INTERNAL AFFAIRS:

Recommendations from a Community of Practice
● AB 748 – Release of Body-Worn Camera Footage
Request for Proposal
The request for staff to issue an RFP aims to increase access to community-based support services for individuals directly affected by officer-involved shootings or in- custody deaths. The goal is to provide support to witnesses and families affected by officer-involved shootings by pairing them up with trained mental health professionals to assist with resource navigation using a trauma-informed and victim-centered framework.

The RFP will include:
● Trauma-Informed and Victim-Centered Approach
All services will prioritize the dignity, agency, and emotional safety of the civilian, avoiding retraumatization and fostering healing.

● Cultural Competency and Language Access
Providers must ensure that staff reflect the diversity of Richmond and that services are accessible across languages and cultures.

Next Steps:

If approved, staff will release the RFP and proceed with the solicitation and evaluation process. Once one or more providers are selected, staff will return to Council with a contract recommendation and funding allocation request.

DOCUMENTS ATTACHED:

Attachment 1 – RPD Policy 306 (Officer Involved Shootings and Deaths) Attachment 2 – RPD Policy 429 (Critical Incident Audio & Video Release Policy)

530
Policy
306
Richmond Police Department
Richmond PD CA Policy Manual
Officer-Involved Shootings and Deaths
306.1 PURPOSE AND SCOPE
The purpose of this policy is to establish policy and procedures for the investigation of an incident in which a person is injured or dies as the result of an officer-involved shooting or dies as a result of another action of an officer.

In other incidents not covered by this policy, the Chief of Police may decide that the investigation will follow the process provided in this policy.
306.2 POLICY
The policy of the Richmond Police Department is to ensure that officer-involved shootings and other incidents investigated under the Law Enforcement Involved Fatality (LEIF) protocol are investigated in a thorough, fair, and impartial manner. 306.3 INVESTIGATION RESPONSIBILITY
This department conforms to the Officer Involved Shooting/Fatal Incident Protocol for investigating officer-involved shootings.
306.4 TYPES OF INVESTIGATIONS
Officer-involved shootings and LEIF incidents involve several separate investigations. The investigations may include:
(a) A criminal investigation of the incident by the agency having jurisdiction where the incident occurred. This department may relinquish its criminal investigation to an outside agency with the approval of the Chief of Police or a Division Commander (b) A criminal investigation of the involved officer(s) conducted by an outside agency (c) A civil investigation to determine potential liability conducted by the involved officer's agency
(d) An administrative investigation conducted by the involved officer's agency, to determine if there were any violations of department policy 306.5 JURISDICTION
Jurisdiction is determined by the location of the shooting or LEIF incident and the agency employing the involved officer(s). The following scenarios outline the jurisdictional responsibilities for investigating officer-involved shootings and LEIF incidents:
306.5.1 RICHMOND POLICE DEPARTMENT OFFICER WITHIN THIS JURISDICTION The Richmond Police Department is responsible for the criminal investigation of the suspect's actions, the civil investigation, and the administrative investigation. The criminal investigation of the officer-involved shooting will be conducted by the District Attorney's Office.

Published with permission by Richmond Police Department Officer-Involved Shootings and Deaths - 85531
Richmond Police Department
Richmond PD CA Policy Manual
Officer-Involved Shootings and Deaths
306.5.2 ALLIED AGENCY'S OFFICER WITHIN THIS JURISDICTION The Richmond Police Department is responsible for the criminal investigation of the suspect's actions. The criminal investigation of the officer-involved shooting will be conducted by the District Attorney's Office. The officer's employing agency will be responsible for any civil and/or administrative investigation(s).
306.5.3 RICHMOND POLICE DEPARTMENT OFFICER IN ANOTHER JURISDICTION The agency where the incident occurred has criminal jurisdiction and is responsible for the criminal investigation of the incident. That agency may relinquish its criminal investigation of the suspect(s) to another agency. The Richmond Police Department will conduct timely civil and/or administrative investigations.
306.5.4 INVESTIGATION RESPONSIBILITY MATRIX
The following table identifies the possible scenarios and responsibilities for the investigation of officer-involved shootings:

Criminal
Investigation of
Suspect(s)
Criminal
Investigation of
Officer(s)
Civil Investigation Administrative
Investigation
RPD Officer in This
Jurisdiction
RPD Investigators District Attorney's
Office
RPD Civil Liability
Team
RPD Office of
Professional
Accountability
Allied Agency's
Officer in This
Jurisdiction
RPD Investigators District Attorney's
Office
Involved Officer's
Department
Involved Officer's
Department
RPD Officer in
Another
Jurisdiction
Agency where
incident occurred
Decision made
by agency where
incident occurred
RPD Civil Liability
Team
RPD Office of
Professional
Accountability
306.6 INVESTIGATION PROCESS
The following procedures are guidelines used in the investigation of an officer-involved shooting or death.
306.6.1 DUTIES OF INITIAL ON SCENE SUPERVISOR
Upon arrival at the scene of an officer-involved shooting, the first uninvolved supervisor should:
(a) Take all reasonable steps to obtain emergency medical attention for all apparently injured individuals.
(b) Attempt to obtain a brief overview of the situation from any non-shooter officer(s).

1. In the event that there are no non-shooter officers, the supervisor should attempt to obtain a brief voluntary overview from one shooter officer. (c) If necessary, the supervisor shall administratively order any officer from this department to immediately provide public safety information necessary to secure the scene and pursue suspects.

Published with permission by Richmond Police Department Officer-Involved Shootings and Deaths - 86532
Richmond Police Department
Richmond PD CA Policy Manual
Officer-Involved Shootings and Deaths

1. Public safety information shall be limited to such things as outstanding suspect information, number and direction of shots fired, parameters of the incident scene, the identity of known witnesses, and similar information. (d) Absent a voluntary statement from any officer(s), the initial on-scene supervisor should not attempt to order any officer to provide other than public safety information. (e) Provide all available information to the Watch Commander and Communications Center. If feasible, sensitive information should be communicated over secure networks.
(f) Take command of and secure the incident scene with additional personnel until relieved by a detective supervisor or other assigned personnel. (g) As soon as practical, shooter officers should respond or be transported (separately, if feasible) to the station for further direction.

1. Each involved officer should be given an administrative order not to discuss the incident with other involved officers pending further direction from a supervisor.

2. When an officer's weapon is taken or left at the scene (e.g., evidence), the officer will be provided with a comparable replacement weapon or transported to the station by other officers.
306.6.2 WATCH COMMANDER DUTIES
Upon learning of an officer-involved shooting, the Watch Commander shall be responsible for coordinating all aspects of the incident until relieved by the Investigations Division Commander. 306.6.3 NOTIFICATIONS
The following person(s) shall be notified as soon as practical:
• Chief of Police
• Assistant Chief of Police
• Investigations Bureau Commander
• Operations Bureau Commander
• District Attorney OIS/Fatal Incident Team
• Office of Professional Accountability Manager
• Chairperson of Use of Force Review Board
• Civil Liability Response Team
• Psychological/Peer support personnel
• Coroner (if necessary)
• Officer representative (if requested)
All outside inquiries about the incident shall be directed to the Watch Commander.

Published with permission by Richmond Police Department Officer-Involved Shootings and Deaths - 87533
Richmond Police Department
Richmond PD CA Policy Manual
Officer-Involved Shootings and Deaths
306.6.4 MEDIA RELATIONS
A single press release shall be prepared with input and concurrence from the supervisor and agency representative responsible for each phase of the investigation. This release will be available to the Watch Commander, Investigative Services Division Commander and Public Information Officer in the event of inquiries from the media.

It will be the policy of this department to not release the identities of involved officers absent their consent or as required by law. Moreover, no involved officer shall be subjected to contact from the media (Government Code § 3303(e)) and no involved officer shall make any comments to the press unless authorized by the Chief of Police or a Division Commander.

Law enforcement officials receiving inquiries regarding incidents occurring in other agency jurisdictions shall refrain from public comment and will direct those inquiries to the agency having jurisdiction and primary responsibility for the investigation. 306.6.5 INVOLVED OFFICERS
Once the involved officer(s) have arrived at their debriefing location, the Watch Commander should admonish each officer that the incident shall not be discussed except with authorized personnel or representatives. The following shall be considered for the involved officer:
(a) Any request for department or legal representation will be accommodated, however, no involved officer shall be permitted to meet collectively or in a group with an attorney or any representative prior to providing a formal interview or report (Government Code § 3303(i)).
(b) Discussions with licensed attorneys will be considered privileged as attorney-client communications.
(c) Discussions with department representatives (e.g., employee association) will be privileged only as to the discussion of non-criminal information. (d) A psychotherapist shall be provided by the Department to each involved officer, or any other officer, upon request.

1. Interviews with a licensed psychotherapist will be considered privileged and will not be disclosed except to the extent that the officer is or is not fit for return to duty.

2. An interview or session with a licensed psychotherapist may take place prior to the involved officer providing a formal interview or report, but the involved officers shall not be permitted to consult or meet collectively or in a group with a licensed psychotherapist prior to providing a formal interview or report. (e) Although the Department will honor the sensitivity of communications with peer counselors, there is no legal privilege to such. Peer counselors are cautioned against discussing the facts of any incident with an involved or witness officer.

Care should be taken to preserve the integrity of any physical evidence present on the officer's equipment or clothing, such as blood or fingerprints until investigators or lab personnel can properly retrieve it.

Published with permission by Richmond Police Department Officer-Involved Shootings and Deaths - 88534
Richmond Police Department
Richmond PD CA Policy Manual
Officer-Involved Shootings and Deaths
Detectives shall make reasonable accommodations to the officer's physical and emotional needs (Government Code § 3303(d)).

Each involved officer shall be given 3 consecutive days of paid administrative leave following an officer-involved shooting. It shall be the responsibility of the Watch Commander to make schedule adjustments to accommodate such leave. If an officer needs additional days he/she shall be allowed that time off at the discretion of the Chief of Police. 306.6.6 NOTIFICATION TO DEPARTMENT OF JUSTICE
The California Department of Justice (DOJ) is required to investigate an officer-involved shooting resulting in the death of an unarmed civilian. The Investigations Division Commander should promptly notify the DOJ in all incidents involving an officer-involved shooting resulting in the death of an unarmed civilian, including where it is undetermined if the civilian was unarmed.

For purposes of notification, "unarmed civilian" means anyone who is not in possession of a deadly weapon (Government Code § 12525.3).
306.7 CRIMINAL INVESTIGATION
The District Attorney's Office is responsible for the criminal investigation into the circumstances of any officer-involved shooting or death.

If available, investigative personnel from this department may be assigned to partner with investigators from outside agencies or the District Attorney's Office to avoid duplicating efforts in related criminal investigations.

Once public safety issues have been addressed, criminal investigators should be given the opportunity to obtain a voluntary statement from involved officers and complete their interviews.

The following shall be considered for the involved officer:
(a) RPD supervisors and Office of Professional Accountability personnel should not participate directly in any voluntary interview of RPD officers. This will not prohibit such personnel from monitoring interviews or providing the criminal investigators with topics for inquiry.
(b) If requested, any involved officer will be afforded the opportunity to consult individually with a representative of the officer's choosing or an attorney prior to speaking with criminal investigators. However, in order to maintain the integrity of each involved officer's statement, involved officers shall not consult or meet with a representative or an attorney collectively or in groups prior to being interviewed. (c) If any involved officer is physically, emotionally, or otherwise not in a position to provide a voluntary statement when interviewed by criminal investigators, consideration should be given to allowing a reasonable period for the officer to schedule an alternate time for the interview.
(d) Any voluntary statement provided by an involved officer will be made available for inclusion in any related investigation, including administrative investigations. However, no administratively coerced statement will be provided to any criminal investigators unless the officer consents.

Published with permission by Richmond Police Department Officer-Involved Shootings and Deaths - 89535
Richmond Police Department
Richmond PD CA Policy Manual
Officer-Involved Shootings and Deaths
306.7.1 DETECTIVE PERSONNEL
Once notified of an officer-involved shooting, it shall be the responsibility of the Investigations Division supervisor to assign appropriate detective personnel to handle the investigation of related crimes. Detectives will be assigned to work with investigators from the District Attorney's Office and may be assigned to separately handle the investigation of any related crimes not being investigated by the District Attorney's Office.

All related departmental reports except administrative and/or privileged reports will be forwarded to the designated detective supervisor for approval. Privileged reports shall be maintained exclusively by those personnel authorized such access. Administrative reports will be forwarded to the appropriate Division Commander.
306.7.2 REPORTS BY INVOLVED OFFICERS
In the event that suspects remain outstanding or subject to prosecution for related offenses, this department shall retain the authority to require involved officers to provide sufficient information for related criminal reports to facilitate the apprehension and prosecution of those individuals (Government Code § 3304(a)).

While the involved officer may write the report, it is generally recommended that such reports be completed by assigned investigators who should interview involved officers as victims/witnesses.

Since the purpose of these reports will be to facilitate criminal prosecution, statements of involved officers should focus on evidence to establish the elements of criminal activities by involved suspects. Care should be taken not to duplicate information provided by involved officers in other reports.

Nothing in this section shall be construed to deprive an involved officer of the right to consult with legal counsel prior to completing any such criminal report.

Reports related to the prosecution of criminal suspects will be processed according to normal procedures, but should also be included for reference in the investigation of the officer-involved shooting.
306.7.3 WITNESS IDENTIFICATION AND INTERVIEWS
Because potential witnesses to an officer-involved shooting or other major incidents may become unavailable or the integrity of their statements compromised with the passage of time, a supervisor should take reasonable steps to promptly coordinate with criminal investigators to utilize available personnel for the following:
(a) Identify all persons present at the scene and in the immediate area.

1. When feasible, a recorded statement should be obtained from those persons who claim not to have witnessed the incident but who were present at the time it occurred.

2. Any potential witness who is unwilling or unable to remain available for a formal interview should not be detained absent reasonable suspicion to detain or probable cause to arrest. Without detaining the individual for the sole purpose Copyright Lexipol, LLC 2025/04/09, All Rights Reserved.

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Officer-Involved Shootings and Deaths
of identification, officers should attempt to identify the witness prior to his/her departure.
(b) Witnesses who are willing to provide a formal interview should be asked to meet at a suitable location where criminal investigators may obtain a recorded statement. Such witnesses, if willing, may be transported by department personnel.

1. A written, verbal, or recorded statement of consent should be obtained prior to transporting a witness in a department vehicle. When the witness is a minor, consent should be obtained from the parent or guardian, if available, prior to transportation.
(c) Assign available personnel to promptly contact the suspect's known family and associates to obtain any available and untainted background information about the suspect's activities and state of mind prior to contact with officers. 306.8 ADMINISTRATIVE INVESTIGATION
In addition to all other investigations associated with an officer-involved shooting, this department will conduct an internal administrative investigation to determine conformance with department policy. This investigation will be conducted under the supervision of the Office of Professional Accountability and will be considered a confidential peace officer personnel file. (a) Any officer involved in a shooting may be administratively compelled to provide a blood sample for alcohol/drug screening. Absent consent from the officer, such compelled samples and the results of any such testing shall not be disclosed to any criminal investigative agency.
(b) If any officer has voluntarily elected to provide a statement to criminal investigators, the assigned administrative investigator should review that statement before proceeding with any further interview of that involved officer.

1. If a further interview of the officer is deemed necessary to determine policy compliance, care should be taken to limit the inquiry to new areas with minimal, if any, duplication of questions addressed in the voluntary statement. The involved officer shall be provided with a copy of his or her prior statement before proceeding with any subsequent interview(s) (Government Code § 3303(g)) (c) In the event that an involved officer has elected to not provide criminal investigators with a voluntary statement, the assigned administrative investigator shall conduct an administrative interview to determine all relevant information.

1. Although this interview should not be unreasonably delayed, care should be taken to ensure that the officer'(s) physical and psychological needs have been addressed before commencing the interview.

2. If requested, the officer shall have the opportunity to select an uninvolved representative to be present during the interview (Government Code § 3303(i)).

However, in order to maintain the integrity of each individual officer's statement, the involved officers shall not consult or meet with a representative or attorney collectively or in groups prior to being interviewed.

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3. Administrative interview(s) should be recorded by the investigator (the officer may also record the interview) (Government Code § 3303(g)).

4. The officer shall be informed of all constitutional Miranda rights (Government Code § 3303(h)) and, assuming no voluntary waiver, will then be given an administrative order to provide full and truthful answers to all questions (Government Code § 3303(e)). The officer shall be informed, however, that the interview will be for administrative purposes only and that the statement cannot be used criminally (The Lybarger or Garrity admonishment).

5. The administrative interview shall be considered part of the officer's confidential personnel file.

6. The Office of Professional Accountability shall compile all relevant information and reports necessary for the Department to determine compliance with applicable policies.

7. The completed administrative investigation shall be submitted to the Use of Force Review Board, which will restrict its findings as to whether there was compliance with the Department's use of deadly force policy.

8. Any other indications of potential policy violations shall be determined in accordance with standard disciplinary procedures.
306.8.1 CIVIL LIABILITY RESPONSE
A member of this department may be assigned to work exclusively under the direction of the legal counsel for the Department to assist in the preparation of materials deemed necessary in anticipation of potential civil litigation.

All materials generated in this capacity shall be considered attorney work product and may not be used for any other purpose. The civil liability response is not intended to interfere with any other investigation, but shall be given reasonable access to all other investigations. 306.9 AUDIO AND VIDEO RECORDINGS
In instances when administrative investigations are undertaken where any audio or video recordings of the incident exist, the initial interview of the subject employee shall occur before the employee has reviewed the recordings.

Upon request, non-law enforcement witnesses who are able to verify their presence and their ability to contemporaneously perceive events at the scene of an incident may also be permitted to review available BWC or other video or audio recordings with the approval of assigned investigators or a supervisor.

Any BWC and other known video or audio recordings of an incident should not be publicly released during an ongoing investigation without consulting the District Attorney or City Attorney's Office as appropriate.

Published with permission by Richmond Police Department Officer-Involved Shootings and Deaths - 92538
Policy
429
Richmond Police Department
Richmond PD CA Policy Manual
Critical Incident Audio & Video Release Policy
429.1 PURPOSE
This policy sets the standards and criteria for the public release of audio recordings and video that capture critical incidents involving the Richmond Police Department personnel. This policy is intended to balance two important interests: the public’s interest in transparency and the privacy interests of the individuals depicted in the videos. The public has a strong interest in obtaining timely access to information, including video and audio footage, regarding incidents where officers discharge a firearm at a person and where the use of force by an officer against a person results in death or in great bodily injury. At the same time, the individuals who appear in these videos have a privacy interest that must be considered. These individuals include not only the involved individuals and the police officers, but also witnesses, bystanders, and the subject upon whom force is used.

In recognizing that one officer’s audio/video recording may not present an accurate or complete portrayal of the incident, the Richmond Police Department will also provide the necessary context when releasing audio/video so that the public has the most accurate picture of what occurred based on the information known at the time of the release of the video. 429.2 POLICY
It is the policy of the Richmond Police Department that audio and video evidence in the Department’s possession is released consistent with Penal Code 832.7 and the California Public Records Act (Government Code §§ 6254), as amended by SB 1421 and AB 748.The release shall consist of relevant video imagery and audio that depicts the events leading up to and including the incident.
429.3 CRITICAL INCIDENTS
This policy applies to video imagery and audio concerning the following types of Critical Incidents:

1. Incident involving the discharge of a firearm at a person by an officer.

2. Incident in which the use of force by an officer against a person results in death or great bodily injury.

The Chief of Police and/or his designee may release video/audio of any other police encounter if he/she determines the release is in the public interest and exigent circumstances warrant release. 429.4 PRIVACY
If the Department demonstrates, on the facts of the particular case, that the public interest in withholding a video or audio recording clearly outweighs the public interest in disclosure because the release of the recording would, based on the facts and circumstances depicted in the recording, violate the reasonable expectation of privacy of a subject depicted in the recording, the Department shall provide in writing to the requester the specific basis for the expectation of privacy and the public interest served by withholding the recording and may use redaction technology, including blurring or distorting images or audio, to obscure those specific portions of the recording that Copyright Lexipol, LLC 2025/04/09, All Rights Reserved.

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protect that interest. However, the redaction shall not interfere with the viewer's ability to fully, completely, and accurately comprehend the events captured in the recording and the recording shall not otherwise be edited or altered.

If the Department demonstrates that the reasonable expectation of privacy of a subject depicted in the recording cannot adequately be protected through redaction and that interest outweighs the public interest in disclosure, the Department may withhold the recording from the public, except that the recording, either redacted as provided in clause (i) or unredacted, shall be disclosed promptly, upon request, to any of the following:
(I) the subject of the recording whose privacy is to be protected, or his or her authorized representative.
(2) If the subject is a minor, the parent or legal guardian of the subject whose privacy is to be protected.
(3) If the subject whose privacy is to be protected is deceased, an heir, beneficiary, designated immediate family member, or authorized legal representative of the deceased subject whose privacy is to be protected.
429.5 NOTIFICATIONS
When a request for critical incident audio or video is made pursuant to Penal Code 832.7, the Department shall attempt to notify the affected subject officer(s) in writing within 24 hours, or as soon as reasonably possible, that a request was received.

Barring exigent circumstances, the Department shall attempt to notify the following individuals 72 hours prior to the release of video imagery or audio:
• Officers depicted in the video and/or involved in the use of force; • Subject(s) upon whom force was used;
• Other individuals or entities that may have a privacy interest in the video imagery or audio.
429.6 TIMING OF DISCLOSURE
During an active criminal or administrative investigation, disclosure of a recording related to a critical incident may be delayed for no longer than forty-five (45) calendar days after the date the Richmond Police Department knew or reasonably should have known about the incident, if, based on the facts and circumstances depicted in the recording, disclosure would substantially interfere with the investigation, such as endangering the safety of a witness or a confidential source. (Government Code § 6254(f)(4)(A)). If the Department delays disclosure, the Department shall provide in writing to the requestor the specific basis for the Department’s determination that disclosure would substantially interfere with the investigation and the estimated date for disclosure.

Published with permission by Richmond Police Department Critical Incident Audio & Video Release Policy
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Critical Incident Audio & Video Release Policy
After 45 days from the date the Department knew or reasonably should have known about the incident and up to one year from that date, the Department may continue to delay disclosure of a recording if the Department determines that disclosure would substantially interfere with the investigation.

After one year from the date the Department knew or reasonably should have known about the incident, the agency may continue to delay disclosure of a recording only if the Department demonstrates by clear and convincing evidence that disclosure would substantially interfere with the investigation. If the Department delays disclosure pursuant to this clause, the Department shall promptly provide in writing to the requester the specific basis for the Department’s determination that the interest in preventing interference with an active investigation outweighs the public interest in disclosure and provide the estimated date for the disclosure.

The Department shall reassess withholding and notify the requester every 30 days. A recording withheld by the Department shall be disclosed promptly when the specific basis for withholding is resolved.

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September 23, 2025

City Attorney's Office
City Clerk’s Office
City Manager’s Office

DATE: September 23, 2025
TO: Mayor Martinez and Members of the City Council
FROM:

Dave Aleshire, City Attorney
Shannon Moore, Chief Assistant City Attorney
Pamela Christian, City Clerk
Shasa Curl, City Manager
Subject:

Amend the Council Rules of Procedures and Order
FINANCIAL IMPACT: This item will lead to a reduction in overtime and allow City staff more time to implement City Council policy
direction.

PREVIOUS COUNCIL
ACTION:

June 18, 2013, April 22, 2014, October 21, 2014
July 27, 2021, November 23, 2021, January 18, 2022,
March 11, 2025

STATEMENT OF THE
ISSUE:

The City Council would like to amend/update the City
Council Rules of Procedures and Order to incorporate
suggested changes that are in line with surrounding
jurisdictions.

RECOMMENDED ACTION:

ADOPT a resolution to amend the Council Rules of
Procedures and Order including:

(1)Reduce the number of meetings from three to two
per month; (2) Regular meetings of the City Council
shall be held on the first and third Tuesday of each
month provided that, if any Tuesday falls on a legal
holiday, the meeting shall be held on the following
Tuesday at the same hour; (3) Closed Session shall
begin at 3:30 p.m. and Open Session shall begin at
5:00 p.m.; (4) Meetings shall adjourn by 9:00 p.m. with one option to extend the meeting to 10:00 p.m. by a 2/3 AGENDA
REPORT
542

Page 2 of 2 ends

September 23, 2025
vote (5 votes);and (5) Meetings shall adjourn by 10:00
p.m. with no additional options to extend the meeting – City Attorney's Office/City Clerk's Office/City Manager's Office (Dave Aleshire 510-620-6509/Pamela Christian
510-620-6513/Shasa Curl 510-620-6512).

DISCUSSION:

The rules concerning the conduct of public meetings are set forth in Government Code § 54954(d), which states “Each legislative body of a local agency . . . shall provide by ordinance, resolution, bylaw or whatever other rule is required for the conduct of business by that body, the time and place for holding regular meetings.” (“Brown Act”).

For the Richmond City Council, these rules of procedure are set forth in the City Council Rules of Procedure and Order, adopted and amended from time to time by resolution.

This is compliant with the Brown Act.

One recommendation is to reduce City Council meetings from three to two per month.

Of 60 California cities surveyed, 93 percent of those cities have two city council meetings per month, with only four cities meeting more often than twice a month. A survey is provided for reference (Attachment 1). The cities of Oakland, Berkeley, El Cerrito, and San Pablo are among the cities meeting twice per month.

City staff members believe that fewer meetings, coupled with earlier start and adjournment times, will have several significant benefits. Those benefits include, but are not limited to, encouraging more efficient meetings, improved staff morale, increased public awareness and participation, and reducing city expenditure on overtime pay for City employees. In addition, City staff time will be reallocated to focus on implementing City Council policy direction to improve service delivery across all departments.

Upon approval of this item, the Richmond City Council will amend its Council Rules of Procedures and Order effective September 23, 2025, with changes to begin Tuesday, October 7, 2025.

DOCUMENTS ATTACHED:

Attachment 1 – Survey of number of council meetings per month by jurisdictions – as of 12-9-24
Attachment 2 – Resolution Amending Council Rules of Procedure and Order (Exhibit A – Redline of proposed changes and Exhibit B – Clean version)

543
JURISDICTION # OF MEETINGS PER MONTH NOTES
Moraga/Orinda Fire District 1 one per month
City of Santa Cruz 2 2nd and 4th Tuesdays
City of Antioch 2
Two meetings per month - only one meeting in July
for summer break and one meeting in December
City of Berkeley 2
we do not meet in August so a few other months
have three meetings
City of Chowchilla 2
Regular meetings on the 2nd and 4th Tuesdays of
each month
City of Clayton 2 Two regular meetings per month
City of Danville 2
We have 2 regular meetings (evening) and 1 study
session (morning). Those are the regularly
scheduled meetings on the calendar.

City of El Cerrito 2
City of Fowler 2 The first and third Tuesdays per month City of Hercules 2
Two per month- With, August, December and
November being the exception. We only hold 1
approved meeting during these months.

City of Lafayette 2
Lafayette has two regular meetings per month. We
try to have only one meeting in August and
December.

City of Laguna Beach 2
City of Lake Elsinore 2 Two council meetings per month.

City of Live Oak 2
1st and 3rd Wednesday of each month unless the
meeting falls on a holiday
City of Livermore 2
We hold 2, the second and fourth Monday. On
occasion we will have a Special Meeting
City of Los Banos 2 1st and 3rd Wednesday of each month City of Luguna Hill 2
We hold 2 a month and the second one is subject
to cancellation if there are not sufficient items for
the agenda.

NUMBER OF COUNCIL MEETINGS PER MONTH BY NUMBER OF MEETINGS/ JURISDICTION - AS OF 12-9-24

Page 1 of 5 ends

544
JURISDICTION # OF MEETINGS PER MONTH NOTES
NUMBER OF COUNCIL MEETINGS PER MONTH BY NUMBER OF MEETINGS/ JURISDICTION - AS OF 12-9-24 City of Martinez 2
1st and 3rd Wednesday - This year we consistently
had double meetings each day, with a study
session or closed session preceding the Regular
meeting. There has been a lot of chatter of
scheduling additional meetings off schedule as
there’s so much coming through and not enough
time with 2 Wednesdays
City of Montebello 2
Two meetings per month. It is the second and
fourth Wednesday of the month
City of Monterey 2
We have two regular meetings per month, and 10
months out of the year there is also one special
meeting per month. Then, of course, occasionally
special meetings must be added in some kind of
urgent scenario.

City of Napa 2
City of Napa meets regularly twice a month,
however, our Charter and Code state “shall meet
regularly at least once a month.” So we have some
flexibility if need be.

City of Newark 2
City of Orinda 2
City of Pacific Grove 2
The first and third Wednesdays (two each month),
with the exception of January due to the holidays.

This year (new Mayor), we are leaving July open all
month for vacations!
City of Paso Robles 2
Two regular meetings a month on the first and third
Tuesdays. We usually only have one meeting in
July and we will occasionally cancel the meeting
the week of the Cal Cities Annual Conference if a
majority of our councilmembers will be attending
City of Pinole 2 Two per month

Page 2 of 5 ends

545
JURISDICTION # OF MEETINGS PER MONTH NOTES
NUMBER OF COUNCIL MEETINGS PER MONTH BY NUMBER OF MEETINGS/ JURISDICTION - AS OF 12-9-24 City of Pismo Beach 2
Two regular meetings per month, plus special
meetings and closed sessions as needed.

Factoring in all meeting types, we hold around 50
meetings per year.

City of Pleasant Hill 2 1st and 3rd Monday of each month City of Port Hueneme 2
Two meetings per month, first and third Mondays of
the month
City of San Bernadino 2 Two special meetings as needed.

City of San Bruno 2
2 regular meetings a month. Every 2nd and 4th
Tuesday of the month
City of San Carlos 2
city council meets twice a month and typically takes
off 2 meetings in the summer and 1 meeting in
December
City of San Gabriel 2
City of San Juan Capistrano 2
We hold 2 meetings monthly as part of our regular
schedule
City of San Leandro 2
1st and third Mondays. on the second Monday of
each month we hold a work session, which is for
presentations, no action is taken at those meetings
City of San Pablo 2 Two meetings per month
City of Santa Ana 2
Two meetings per month per its adopted Rules and
Procedures Resolution. Special meetings can be
called as needed and Council adopts an annual
calendar of meetings each November, during which
they often cancel several regularly-scheduled
meetings, resulting in some months having only
one meeting.

City of Seal Beach 2
Two meetings per month, with the exception of
July, August, November & December – one
meeting only

Page 3 of 5 ends

546
JURISDICTION # OF MEETINGS PER MONTH NOTES
NUMBER OF COUNCIL MEETINGS PER MONTH BY NUMBER OF MEETINGS/ JURISDICTION - AS OF 12-9-24 City of Slovang 2
Our charter has us for two meetings each month.

The Second and Fourth Monday of each month
City of South Lake Tahoe 2
We are holding 20 in 2025. We aggressively
support a life/work balance, so staff don’t get
burned out
City of Stanton 2
Two meetings each month, except for the month of
December in which we only hold one meeting.

Scheduled: 2nd and 4th Tuesday of each month
except for the 4th Tuesday in December
City of Thousand Oaks 2 Thousand Oaks, we have two meetings a month City of Torrance 2
We used to meet every week, now we meet twice a
month. Once in a while, an additional meeting will
be added, however, we are mostly twice a month.

City of Union City 2 Two meetings per month
City of Upland 2
Two council meetings per month. The second
meeting in August and December is permanently
canceled by resolution
City of Vacaville 2 Two regular meetings per month
City of Vallejo 2
Per our charter, we are required to hold 40
meetings per year and at least 2 per month. This
can include both regular and special meetings. I
believe by end of this year, we will have held 23
regular meetings and a large number of special to
put our total close to 50 meetings for the year.

City of Victorville 2 1st and 3rd Tuesday of each month.

City of Walnut Creek 2

Page 4 of 5 ends

547
JURISDICTION # OF MEETINGS PER MONTH NOTES
NUMBER OF COUNCIL MEETINGS PER MONTH BY NUMBER OF MEETINGS/ JURISDICTION - AS OF 12-9-24 City of West Hollywood 2
Two City Council meetings per month (1st and 3rd
Monday).

City of Yorba Linda 2 First and third Tuesdays
City of Pittsburg 2 Two meetings per month
City of San Ramon 2 Two meetings per month
Temple City 2
City of San Luis Obispo 2
Twice a month, on the 1st and 3rd Tuesday.

However, we often host Special Meetings and
Closed Sessions outside of that schedule.

The Town of San Anselmo 2
During July, August, November and December only
one (1) meeting. We are a small jurisdiction of
13,000 resident
Town of Yountsville 2
Two per month on the 1st and 3rd Tuesday of each
month
City of Concord 3
Three regular meetings per month. Dark in July –
two meetings in November, December, and August
City of Fremont 3
The first three Tuesdays of each month. However,
they do not meeting in August.

City of Richmond 3 1st, 3rd, and 4th Tuesday each month City of Sacramento 5 Five meetings per month

Page 5 of 5 ends

548

Reso. No. _____

Page 1 of 4 ends

RESOLUTION NO. ______

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RICHMOND AMENDING THE COUNCIL’S RULES OF PROCEDURE AND ORDER

WHEREAS, the Council of the City of Richmond has established rules and procedures pertaining to meetings of the City Council by adopting Resolution 61 -13, as amend ed on April 2014, October 21, 2014 , July 27, 2021, November 23, 2021, January 18, 2022 and March 11, 2025.

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Richmond that the City Council’s Rules of Procedure and Order, Section II. Meetings, subsections A. and B. are hereby amended to read as follows:

II.

Meetings

A. Regular Meetings

(1) Regular meetings of the Council of the City of Richmond shall be reduced from three meetings per month to two meetings, held on the first and third Tuesdays of the month provided that, if any Tuesday falls on a legal holiday, the meeting shall be held on the following Tuesday at the same hour. Any future regular or special meeting may be canceled by a vote of a majority of the members of the City Council during a regular or special meeting.

(2) The evening session of regular City Council meetings shall begin at 5:00 p.m beginning October 7, 2025.

(3) Regular meetings of the City Council shall adjourn by 9:00 p.m. with one option to extend the meeting to 10:00 p.m. by a 2/3 vote (5 votes). The meeting shall adjourn by 10:00 p.m. with no additional options to extend. Any motion to extend the meeting beyond 9:00 p.m. shall include a list of specific agenda items to be discussed or approved and shall specify the order these items shall be handled.

B. Closed Sessions

Open Session to Hear Public Comment before Closed Session shall begin at 3:30 p.m. beginning October 7, 2025. A closed session may be held at any regular or special meeting for any purpose authorized by the Brown Act. Council actions shall be governed by the Brown Act. Public comment shall be received in open session prior to a closed session. To ensure strict compliance with the Brown Act, the City Attorney, or the City Attorney’s designee, shall be the individual who reports out in public session any reportable action taken during closed session, and any other information from closed session authorized to be disclosed by a majority vote of the City Council.

BE IT FURTHER RESOLVED that a redlined version of the revised City Council’s Rules of Procedure and Order is set forth as Exhibit A to this Resolution and a clean version is set forth as Exhibit B to this Resolution.

******************

***THE CLERK’S OFFICE WILL COMPLETE THE INFORMATION BELOW****

I certify that the foregoing resolution was passed and adopted by the City Council of the City of Richmond at a regular meeting thereof held on September 23, 2025, by the following vote:

549

Reso. No. _____

Page 2 of 4 ends

AYES: AYES:

NOES:

ABSTENTIONS:

ABSENT:

PAMELA CHRISTIAN

CLERK OF THE CITY OF RICHMOND
(SEAL)
Approved:

EDUARDO MARTINEZ
Mayor

Approved as to form:

DAVE ALESHIRE
City Attorney

State of California }
County of Contra Costa : ss.

City of Richmond }

I certify that the foregoing is a true copy of Resolution No. _____, finally passed and adopted by the City Council of the City of Richmond at a regular meeting held on September 23, 2025.

_______________________________________
Pamela Christian, Clerk of the City of Richmond

550

Reso. No. _____

Page 3 of 4 ends

Exhibit A

551

Reso. No. _____

Page 4 of 4 ends

Exhibit B
552
1 CITY OF RICHMOND

City Council Rules
of
Procedure and Order
Adopted by City Council Resolution No. 61-13
Effective: June 18, 2013
Amended April 22, 2014
Amended October 21, 2014
Amended July 27, 2021
Amended November 23, 2021
Amended January 18, 2022
Amended March 11, 2025
Amended September 23, 2025

NOW THEREFORE, BE IT RESOLVED by the Council of the City of Richmond that the following rules of the City Council shall govern all proceedings of the City Council therein described, subject to the exception and deviations provided for in such rules.

BE IT FURTHER RESOLVED, that the Council shall review its Rules of Procedure in March of each even numbered year.

Formatted: Right: 1.85"
553
2 Table of Contents

SECTION PAGE

I. Officers’ Responsibilities 4

II. Meetings 4 - amended

III. Conducting Meetings 5

IV. Order of Business 8

V. Agenda Preparation 11

VI. Procedural Matters 13
554

DEFINITIONS

Councilmembers: All elected members of the City Council including the mayor.
555
4 I. Officers’ Responsibilities

A. Duties of Mayor At City Council Meetings

The mayor shall preside at the meetings of the Council and shall preserve strict order and decorum at all regular and special meetings of the Council. The mayor shall state every question coming before the Council and announce the decision of the Council on all subjects and decide all questions of order. The mayor has final say on all rules, subject to being overturned by a majority of the City Council.

B. Duties of Councilmembers at City Council Meetings

Promptly at the hour on the date of each regular and special meeting, the members of the Council shall take their regular stations in the Council Chambers and the business of the Council shall be taken up for consideration and disposition pursuant to Article III of the City Charter.

II. Meetings

A. Regular Meetings

(2) Regular meetings held on the first and third Tuesdays of the month should be reserved for items requiring Council action.

(32) The evening session of regular City Council meetings shall begin at 5:00 p.m for a trial period of six months or as otherwise posted beginning March 4October 7, 2025.

(34) Regular meetings of the City Council shall adjourn by 119:00 p.m. unless the time of adjournment is extended by the consent of a majority of the City Council. Any motion to extend the meeting beyond 11:00 p.m. shall include a list of specific agenda items to be discussed or approved and shall specify the order these items shall be handled. If a meeting continues past 11:00 p.m., it shall end at 11:30 p.m. 11:30 shall be the firm end-time of the meeting, unless by a 2/3 vote the City Council suspends the rules and then votes affirmatively to extend past 11:30.

Notwithstanding the foregoing, the City Council may not extend any regular meetings of the City Council past 11:00pm without exception beginning March 4, 2025, for a trial period of six months. wWith one option to extend the meeting to 10:00 p.m. by a 2/3 vote (5 votes). The , and meeting shall adjourn by 10:00 p.m. with no additional options to extend the meeting. Any motion to extend the meeting beyond 9:00 p.m. shall include a list of specific agenda items to be discussed or approved and shall specify the order these items shall be handled.

B. Fourth Tuesday Meetings As Needed

The Council may hold regular meetings on the fourth Tuesday of the month as needed. Study sessions, presentations, proclamations, commendations, time-sensitive items, and items expected to take more than an hour will be scheduled at that meeting. If possible, agenda items anticipated to be lengthy should appear as the first item on the agenda. Study for Action sessions may result in a City Council motion that provides policy direction to staff.

CB. Closed Sessions

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556
5 Open Session to Hear Public Comment before Closed Session shall begin at 3:30 p.m. for a trial period of six months beginning March 4,October 7, 2025. A closed session may be held at any regular or special meeting for any purpose authorized by the Brown Act. Council actions shall be governed by the Brown Act.

Public comment shall be received in open session prior to a closed session. To ensure strict compliance with the Brown Act, the City Attorney, or the City Attorney’s designee, shall be the individual who reports out in public session any reportable action taken during closed session, and any other information from closed session authorized to be disclosed by a majority vote of the City Council.

DC. Special Meetings

Special meetings may be called at any time by the mayor or by a majority of the City Council in accordance with Government Code Section 54956. The call and notice of such special meeting shall specify the time and place of the special meeting and the business to be transacted. No other business shall be considered at such special meeting by the City Council.

ED. City Council Recess Periods

The City Council recess period shall begin the first Tuesday in August and reconvene the first Tuesday following the week of Labor Day.

During any recess period, the city manager is authorized to take such ministerial actions for matters of operational urgency including such emergency actions as are necessary for the immediate preservation of the public peace, health or safety, as would normally be taken by the City Council during the period of recess, except for those duties specifically reserved to the Council by the Charter. This authority extends throughout the period of recess established by the City Council.

The city manager shall make a full and complete report to the City Council at its first regularly scheduled meeting, following the period of recess, of actions taken by the city manager pursuant to this section, at which time the City Council may make such findings as may be required and confirm said actions of the city manager.

III. Conducting Meetings

A. Rosenberg Rules of Order

Rosenberg's Rules of Order, as published by the League of California Cities, shall be the parliamentarian rules of order for City Council meetings except for the exceptions described in Section VI, B Procedural Matters 5-7.

B. Quorum Call

During the course of the meeting, should the Chair note a Council quorum is lacking, the Chair shall call this fact to the attention of the city clerk. The city clerk shall issue a quorum call. If a quorum has not been restored within three minutes of a quorum call, the mayor may call for a recess of up to 30 minutes in order to establish a quorum or he/she may adjourn the meeting.

C. Decorum and Discussion by Council members

While the Council is in session, the members must preserve order and decorum. A Councilmember shall not, by conversation or other actions, delay, interrupt the proceedings or the peace of the Council nor disturb any member while speaking, nor refuse to obey the orders of the Council, or the presiding officer, except as otherwise herein provided. Councilmembers shall use discretion and leave the Chamber to discuss items before the City Council with members of the audience.

Councilmembers are prohibited from using a cell phone or pager during a meeting, except for urgent matters, to avoid disruption and also to avoid a perception of a Brown Act violation.
557
6 All Councilmembers shall maintain a professional decorum during business meetings of the City Council. All members should adhere to the City of Richmond’s Code of Ethics.

Councilmembers shall limit their questions to staff and other presenters to actual questions, rather than statements.

Councilmember’s comments and questions will be limited to 5 minutes per item.

After each Councilmember has had a turn, the Council may vote on a non- debatable motion to have additional rounds of discussion also limited to 5 minutes per Councilmember. For important issues, each Councilmember will be allowed two “special considerations” per meeting. Each “special consideration” will allow a Councilmember an additional 5 minutes on a topic.

D. Manner of Addressing the City Council in-person - Time Limit

(1) Anyone who desires to address the City Council on items appearing on the agenda must complete and file a pink speaker’s card with the city clerk prior to the City Council’s consideration of the item. Once the city clerk has announced the item and discussion has commenced, no person shall be permitted to speak on the item other than those persons who have submitted their names to the city clerk. Speakers will be called when the item is announced for discussion. Each speaker will be allowed two (2) minutes to address the City Council on items listed on the agenda.

(2) Unless otherwise permitted by a majority of the City Council, once the discussion of the agenda item has commenced, no person shall be permitted to speak on the item other than those persons who have submitted their names to the City Clerk. Unless otherwise waived by a majority of the City Council any person addressing the City Council on any item on the agenda shall be limited to a maximum of two (2) minutes.

(3)The city clerk shall call the speakers in groups of seven to sit directly behind the speaker podium. The person shall approach the microphone, state his/her name and city of residence in an audible tone of voice for the records. All remarks shall be addressed to the City Council as a body and not to any member thereof.

Manner of Addressing the City Council – Virtual or by phone

(4) To comment by video conference, click on the Participants button at the bottom of your screen and select the “Raise Your Hand” button to request to speak when Public Comment is being asked for. Speakers will be called upon in the order they select the “Raise Your Hand” feature. When called upon, press the unmute button. After the allotted time, you will then be re-muted.

(5) To comment by phone, you will be prompted to “Raise Your Hand” by pressing “*9” to request to speak when Public Comment is asked for. When called upon, you will be asked to unmuted by pressing *6. After the allotted time, you will then be re-muted.

E. Decorum by Public

No person shall engage in disorderly behavior that actually disrupts, disturbs or otherwise impedes the orderly conduct of the Council meeting. Such behavior may include but is not limited to shouting, making disruptive noises, such as boos or hisses, creating or participating in a physical disturbance, calling out or speaking out of turn or in violation of applicable rules, refusing to modify conduct after being advised by the presiding officer that the conduct is disrupting the meeting or disobeying any other lawful order of the presiding officer, speaking on an issue that is not within the jurisdiction of the City Council, speaking on an item at a time not designated for discussion by the public of that item, continuing to speak after the allotted speaker time has expired, causing an immediate threat to public safety, preventing or attempting to prevent others who have the floor from speaking, preventing others from observing the meeting, entering into or remaining in an area of 558
7 the meeting room that is not open to the public, or approaching the Council table without consent. Any message to or contact with any member of the Council while the Council is in session shall be through the City Clerk.

F. Enforcement of Decorum

Any law enforcement officer on duty or whose service is commanded by the presiding officer shall be Sergeant-at-Arms of the Council meetings. He/she, or they, shall carry out all orders and instructions given by the presiding officer for the purpose of maintaining order and decorum at the Council meetings.

The rules of conduct shall be enforced in the following manner:

a) Call to order and warning to desist. Whenever practicable, the presiding officer shall give a warning to the person who is breaching the rules of conduct to be orderly and to comply with the rules of conduct. A second warning shall also be given when practicable. A warning need not be given when it would not be effective under the circumstances, including when, for example, the disturbance is such that the warning cannot be heard above the noise, or the person’s conduct immediately threatens public safety (such as throwing of objects or specific threats of harm and the apparent, present ability to carry out such threats). b) Order barring person from that same meeting. A person who engages in disorderly behavior shall be barred from the remainder of that same council meeting by the presiding officer when that person continues the disorderly behavior after receiving a warning at that meeting (and a second warning when practicable) to desist. Such behavior is willful disruption that actually disrupts the orderly conduct of the meeting.

G. Brown Act Requirements for Council Action

The Council shall not take action on any item that has not been published on the agenda of the meeting and posted in accordance with Chapter 4 of the Brown Act. Any item not on the agenda shall not be considered unless the item can be considered by the City Council pursuant to Government Code Section 54954.2(b), The Ralph M. Brown Act (Attached as Section B, Government Code Section 54950-54963, in the Index of this Policy).

H. Requests for Technical Assistance and/or Reports

During Council consideration of an item any member can request staff to provide technical assistance, develop a report, initiate staff research, or respond to requests for information or service. All such responses to these requests become a matter of Public Record.

A Councilmember may request research on any item being considered. Any Councilmember may ask staff to provide information when such a request would only require a reasonable amount of time to accomplish, as determined by the city manager. A request for information being considered that requires an extensive amount of staff time must be approved by the majority of the Councilmembers. Staff shall not spend any time or money pursuing initiatives that are contrary to existing public policy without first requesting and receiving direction from a majority of the City Council.

City staff has the same obligation to respond to Councilmembers’ requests for information as requests from the public pursuant to Chapter 2.40 of the Richmond Municipal Code (RMC).

I. Recordings of Meetings

All meetings of the City Council (except closed sessions) shall be open to the media and may be recorded by tape, radio, television, or photography by a member of the public, provided such recordings do not interfere with the orderly conduct of the meetings and do not (because of noise, illumination, or obstruction of view) constitute a persistent disruption of the proceedings.

J. Campaigning at Meetings

City Council chambers during City Council meetings are a campaign-free zone. Election of individuals to the Council or other office is not within the Council’s subject matter 559
8 jurisdiction, and speakers may not campaign for or against candidates for office at Council meetings. Ballot measures, on the other hand, are within the jurisdiction of the Council and may be discussed; and speakers may criticize the City’s policies, programs, services or acts or omissions of the Council or its members. The following are examples of permissible comments: “Vote for Measure A”, “Vote against Measure D”, “The streets are filled with potholes”, “The Council is doing a poor job”, “Councilmember Smith is a lousy councilmember.” The following comments are examples of impermissible comments outside of the City’s subject matter jurisdiction: “Vote for Smith”, “Vote against Smith”.

IV. ORDER OF BUSINESS

A. Pledge of Allegiance to the Flag – in person meeting

At the beginning of each Richmond City Council meeting, the Pledge of Allegiance will be recited by the City Council and the audience.

B. Call to Order - Presiding Officer

The mayor, or in the mayor’s absence, the vice mayor, shall take the chair precisely at the hour appointed by the meeting and shall immediately call the Council to order.

Upon the arrival of the mayor, the vice mayor shall immediately relinquish the chair at the conclusion of the business presently before the Council. In the absence of the two officers specified in this section, the Councilmember present with the longest consecutive period of Council service shall preside.

C. Roll Call

Before proceeding with the business of the City Council, the city clerk shall call the roll of the members of the City Council and the names of those present and absent shall be entered in the minutes.

D. Scheduling of Items

As a courtesy to the public, to the extent possible, the City Council agenda will include estimated times for agenda items to be heard for items that are of considerable public interest. If a time certain appears on the Council agenda, in no event will the agenda item be heard or discussed before its estimated time. The business of the City Council at its regular meetings on the first and third Tuesdays of the month shall be taken up for consideration and disposition in the order set forth below and as published by the city clerk, except that with the concurrence of a majority of the City Council matters may be taken up out of order:

a. Roll Call

b. Statement of Conflict of Interest

c. Agenda Review
d. Presentation, Proclamations and Commendations (if required for timeliness) Presentations, proclamations and commendations shall be limited to three (3) items per meeting and a maximum of five (5) minutes for each item, unless otherwise permitted by the mayor. Unless items are deemed to be time sensitive by the mayor, presentations proclamations and commendations should be limited to the City Council meeting on the fourth Tuesday. Each Councilmember shall be limited to thirty (30) minutes of Presentations and Proclamations each ½ year, with sixty (60) minutes allocated for the mayor for each ½ year/.

e. Report from City Attorney for final decision made, and non-confidential discussions held, during Closed session

f. Report from the City Manager
560
9 g. Abatement Report from the Public Works Director – First Tuesday meeting h. Report from Implementation Sub-Committee for Reimagining Task Force – Third Tuesday meeting
i. Recent Crime Report by the Police Chief – Fourth Tuesday meeting j. Open Forum for Public Comments (public comment for items that remain on the Consent Calendar and Items f, g, h, and i, listed above, may be heard under Open Forum).

k. Consent Calendar (including approval of minutes, resolutions that are non- controversial, and second reading of ordinances).

l. Public Hearings
m. Budget Session
n. New Business – (including Council as a Whole items, resolutions that require discussion, and ordinances that do not require a public hearing)

o. Reports of Officers: Standing Committee Reports, Reports from Mayor/Council members/Staff, and Referrals to Staff

p. Adjournment

E. Open Forum for Public Comments – in person

Individuals who would like to address the City Council on matters not listed on the agenda may do so under Open Forum. All speakers must complete and file a pink speaker’s card with the City Clerk prior to the commencement of Open Forum. The amount of time allotted to individual speakers shall be determined based on the number of persons requesting to speak during this item. The time allocation for each speaker will be as follows: 15 or fewer speakers, a maximum of 2 minutes; 16 to 24 speakers, a maximum of 1 and one-half minutes; and 25 or more speakers, a maximum of 1 minute.

Speakers are asked to give their name and city of residency prior to making their public comment. To expedite the public comment period, the City Clerk will announce the name of the speakers in groups of seven and state the procedure for speakers.

The mayor or meeting chair may refer a subject to staff or other resources for factual information or for action, if appropriate.

F. Reading of Minutes

Unless the reading of the minutes of the City Council meeting is requested by a majority of the City Council, such minutes may be approved without reading if the city clerk has previously furnished each member of the City Council with a copy thereof. Minutes of previous City Council meetings shall be distributed to the Councilmembers and posted on the City’s website 72 hours prior to the next City Council meeting.

G. Consent Calendar
The mayor, any member of the City Council, the city manager, the city attorney or the city clerk may recommend that items appearing on the agenda be placed on the consent calendar for action by the City Council. All items placed on the consent calendar shall appear together on the agenda with the recommendation as to the action to be taken by the City Council with respect to such item. All items placed on the consent calendar that have been approved by a Standing Committee shall appear together on the agenda with the recommendation and the vote of the Standing Committee. Upon the motion of any member of the City Council, all items placed upon the consent calendar may be acted upon together, and each shall be deemed to have received the action recommended.

561
10 H. Removal of Item From Consent

Procedures for Removing Items from the Consent Calendar: Members of the public who request to remove an item from the consent calendar must first discuss the item with a staff member by phone or a back-and-forth email discussion, and state the name of the staff member when requesting removal of the item from the consent calendar.

Any member of the City Council who would like to remove an item from the consent calendar must notify the appropriate staff person and the City Clerk’s Office prior to the meeting. Although members of the City Council are encouraged to ask questions and share concerns with staff ahead of the meeting, they are not required to do so.

The Clerk’s Office must be informed of any requests to remove items from the Consent Calendar.

Items removed from the Consent Calendar shall be placed at the end of the agenda for consideration.

I. Public Hearings

The order of proceeding where there is a public hearing (non-appeal items) item before the City Council shall be as follows:

(1) Staff Report

(2) Questions from the Council

(3) Open Public Hearing

(4) Public Speakers, alternating from a speaker in favor and a speaker opposing

(5) Close Public Hearing

(6) Clarification questions to staff

(7) City Council discussion and vote (discussion may include questions by Council)

Where the public hearing involves (an appeal) of an item to the City Council, the order of proceeding shall be as follows:

(1) Staff Report

(2) Questions from the Council

(3) Open Public Hearing

(4) Appellant's statement *

(5) Principal opponent’s statement *

(6) Public Speakers, alternating from a speaker in favor and a speaker opposing*

(7) Appellant’s rebuttal (two minutes)
(8) Opponent’s rebuttal (two minutes)
(9) Close Public Hearing
(10) Clarification questions to staff or technical questions to applicants. 562
11 (11) City Council discussion and vote (discussion may include questions by Council)

* Note: The appellant and the principal opponent addressing the City Council shall be limited to a maximum of eight (8) minutes each and all other persons addressing the City Council shall be limited to a maximum of three (3) minutes.

The City Council by an affirmative vote of a majority of its members may make appropriate adjustments in the amount of time given to make presentations during public hearings depending upon the unique circumstances of a given public hearing.

*Note: Public speakers, alternating from a speaker in favor of the appeal to a speaker opposed to the appeal, to a speaker taking no position. Speakers shall have three minutes to address the City Council.

J. Reports of Officers

Members of the City Council and City staff shall limit th eir reports to m atters concerning attendance at a meeting, conference, event or activity, reminder of upcoming events, meetings or other activities, or update on previously reported information. Service complaints or requests for services by the City Council shall not be reported but sh all be directed to the City Manager prior to or following the City Council meeting for appropriate action.

K. Items Not Completed

Any items not completed at a regularly scheduled Council meeting shall be continued to the next regular business meeting or study session meeting (respectively), or by a majority (quorum) vote of the Council to an adjourned regular meeting. Items carried over from a previous meeting shall be scheduled as the first order of business within the appropriate category if possible.

V. Agenda Preparation

For purposes of this section, the terms listed herein shall be defined as follows:

A. Definitions

1. Agenda Item means an item placed on the agenda for a vote of the Council by a Councilmember, the city manager, city attorney, and city clerk.

Agenda items shall have a staff report, including the following:

(a) The name of the legislative body that will take action on the item;

(b) A Statement of the Issue that adequately informs the public of the subject matter and general nature of the item or report and action requested;

(e) A description of the current situation and its effects; (f) Background information as needed;
(g) Explanation for the recommendation;

(h) Person or persons to contact for further information, with telephone number;

(i) If the author of any report believes additional background information, beyond the basic report, is necessary to Council understanding of the subject, the staff 563
12 report will describe the attachments included. The staff report and its attachments will be included in the published agenda packet and available for City Council and public review on the City Clerk’s Office webpage.

2. “Agenda” means the compilation of the descriptive titles of agenda items with the required action stated submitted to the City Clerk.

3. “Packet” means the agenda and all the staff reports.

B. Submission of Agenda Items

The placement of any item on any regular or special meeting agenda shall be limited to the following: (1) the mayor or any member of the City Council; (2) the city manager; (3) the city attorney; and (4) the city clerk. To place an item on the agenda, a member of the City Council must submit the item to the City Council staff liaison or to the city clerk, in the absence of the Council liaison, no later than 12 noon on Wednesday, one week prior to the Tuesday regular meeting. The Council will endeavor to submit agenda items that require staff work earlier than the deadline stated above. The Mayor’s Office staff is responsible to submitting mayor-sponsored items to the agenda by 12 noon on Wednesday, one week prior to the Tuesday regular meeting.

Items placed on the agenda by the City Council shall remain on the agenda and will not be removed without the approval of the Councilmember requesting the item be placed on the agenda.

The mayor, city manager, city clerk, and city attorney shall meet to review the draft agenda as compiled by the city clerk and set the final agenda.

C. Committee Review of Certain Items

If it is determined either after or prior to Council consideration of an issue, that the issue requires an in-depth review, a detailed analysis, further debate, discussion or other consideration, this agenda item may be referred to a City Council standing committee or to the full City Council as a study session. Following the committee meeting or study session, the recommendations regarding the items may be placed on a regular or special meeting agenda for consideration by the City Council or placed on a future committee meeting agenda for additional discussion. In order for the full City Council to be engaged in policy issues, an item may not be retained by the committee for more than two (2) months without concurrence of a majority of the City Council. Committees should eventually refer all items to the Council for consideration whether or not a committee recommendation has been reached.

D. Scheduling Public Hearings Mandated by State, Federal, or Local Statute

The City Clerk may schedule a public hearing at an available time and date in those cases where State, Federal or Local statute mandates the City Council hold a public hearing.

E. Packet Preparation and Posting

1. Preparation of the Packet

The city clerk shall prepare the packet, which shall include the agenda plus all its corresponding duplicated agenda items. No item shall be considered if not included in the packet, with the exception of a correction or supplement to an item already included in the packet or an item deemed an urgency by the city attorney because of the following circumstances:

a. The subject meets the criteria of “Emergency.”

b. There is a need to take immediate action and that the need for action came to the attention of the City subsequent to the posting of the agenda as required by law.

564
13 2. Distribution and Posting of Agenda

The city clerk shall post each agenda of the City Council regular meeting at least72 hours in advance of the meeting and shall post each agenda of a special meeting at least 24 hours in advance of the meeting on the official outside enclosed bulletin board of City Hall, at the website, on KCRT (City channel station), and at a location that is available to the public 24 hours a day. The city clerk shall maintain proof of posting each agenda.

The City Clerk shall also post agendas of all City Council and Standing Committee meetings on the City’s website.

Copies shall also be available free of charge in the lobby of City Hall.

F. Distribution of the Packet

1. 72 or 24 hours prior to said meeting, the City Council agenda/packet shall be available on the City’s webpage.

2. Matters listed on the printed agenda but for which supporting documentation is not received by the City Council prior to said meeting as part of the agenda packet, shall not be discussed or acted upon. In cases where the good of the City outweighs the lack of time for citizen review or Councilmember evaluation of an item, the Council by a vote of a quorum of the members may waive this rule.

VI. Procedural Matters

A. Motions to Be Stated By Chair

When a motion is made, it shall be stated by the Chairperson or the City Clerk before debate or discussion.

B. Motions Not Open To Debate

Rosenberg’s Rules of Order states that when the following motions are made, the Chair must call for an immediate vote without debate:

1. Motion to Adjourn
2 Motion to Recess

3. Motion to fix adjournment

4. Motion to table

5. Motion to limit debate a.k.a “Call the question” requires a majority vote.

6. Motion to close nominations requires a majority vote

7. Motion to object to consideration; this prevents debate on an item and requires a majority vote

C. Rules of Debate

(1) Presiding Officer May Debate. The presiding officer may debate from the chair, subject only to such limitations of debate as are by these rules imposed on all members, and shall not be deprived of any of the rights and privileges as a member of the Council by reason of his/her acting as the presiding officer.

2) Getting the Floor - Improper References to be Avoided. Every member desiring to speak shall address the Chair, and upon recognition by the presiding officer, shall confine himself/herself to the question under debate.

3) Interruptions. A member, once recognized, shall not be interrupted when speaking unless it is to call him/her to order, or as herein otherwise provided. If 565
14 a member, while speaking, be called to order, he/she shall cease speaking until the question of order be determined, and, if in order, he/she shall be permitted to proceed.

4) Privilege of Closing Debate. The Councilmember moving the adoption of an ordinance or resolution shall have the privilege of closing the debate. When a motion to call a question is passed, the Councilmember moving adoption of an ordinance, resolution or other action shall have three minutes to conclude the debate.

5) Suspension of the Rules (as per Rosenberg’s Rules) requires a 2/3 vote of the Council.

6) Repeal or Amendment of Action Requiring a Vote of a Quorum, Two-Thirds, or Greater of Council. Any ordinance or resolution which is passed and which, as part of its terms, requires a vote of a quorum, two-thirds or more of the Council in order to pass a motion pursuant to such an
ordinance or resolution, shall require the vote of the same percent of the Council to repeal or amend the ordinance or resolution.

D. Motion to Table

A motion to table shall preclude all amendments or debate of the subject under consideration. If the motion shall prevail, the consideration of the subject may be resumed only upon a motion of a member voting with the majority and with consent a majority of the members present.

E. Addressing the Council After Motion Made

When a motion is pending before the Council, no person other than a Councilmember shall address the Council without first securing the permission of the Mayor or Meeting Chair to do so.

F. Continuance of Items

At the Mayor’s sole discretion, the mayor may continue any item placed on a regular meeting agenda for a period of up to two weeks. The Council may override an action taken by the mayor to continue an item by the affirmative vote of a majority of the Council (Article III-A, Section 1 (e), Charter of the City of Richmond). 566
1 CITY OF RICHMOND

BE IT FURTHER RESOLVED, that the Council shall review its Rules of Procedure in March of each even numbered year.
567
2 Table of Contents

SECTION PAGE

I. Officers’ Responsibilities 4

II. Meetings 4 - amended

III. Conducting Meetings 5

IV. Order of Business 8

V. Agenda Preparation 11

VI. Procedural Matters 13
568

DEFINITIONS

Councilmembers: All elected members of the City Council including the mayor.
569
4 I. Officers’ Responsibilities

A. Duties of Mayor At City Council Meetings

B. Duties of Councilmembers at City Council Meetings

II. Meetings

A. Regular Meetings

(2) The evening session of regular City Council meetings shall begin at 5:00 p.m beginning October 7, 2025.

(3) Regular meetings of the City Council shall adjourn by 9:00 p.m. with one option to extend the meeting to 10:00 p.m. by a 2/3 vote (5 votes). The meeting shall adjourn by 10:00 p.m. with no additional options to extend the meeting. Any motion to extend the meeting beyond 9:00 p.m. shall include a list of specific agenda items to be discussed or approved and shall specify the order these items shall be handled.

B. Closed Sessions

C. Special Meetings

D. City Council Recess Periods

The City Council recess period shall begin the first Tuesday in August and reconvene the first Tuesday following the week of Labor Day.

570
5 During any recess period, the city manager is authorized to take such ministerial actions for matters of operational urgency including such emergency actions as are necessary for the immediate preservation of the public peace, health or safety, as would normally be taken by the City Council during the period of recess, except for those duties specifically reserved to the Council by the Charter. This authority extends throughout the period of recess established by the City Council.

III. Conducting Meetings

A. Rosenberg Rules of Order

B. Quorum Call

C. Decorum and Discussion by Council members

Councilmembers are prohibited from using a cell phone or pager during a meeting, except for urgent matters, to avoid disruption and also to avoid a perception of a Brown Act violation.

All Councilmembers shall maintain a professional decorum during business meetings of the City Council. All members should adhere to the City of Richmond’s Code of Ethics.

Councilmembers shall limit their questions to staff and other presenters to actual questions, rather than statements.

Councilmember’s comments and questions will be limited to 5 minutes per item.

D. Manner of Addressing the City Council in-person - Time Limit

(1) Anyone who desires to address the City Council on items appearing on the agenda must complete and file a pink speaker’s card with the city clerk prior to the City Council’s consideration of the item. Once the city clerk has announced the item and discussion has commenced, no person shall be permitted to speak on the item other than those persons who have submitted their names to the city clerk. Speakers will 571
6 be called when the item is announced for discussion. Each speaker will be allowed two (2) minutes to address the City Council on items listed on the agenda.

Manner of Addressing the City Council – Virtual or by phone

E. Decorum by Public

No person shall engage in disorderly behavior that actually disrupts, disturbs or otherwise impedes the orderly conduct of the Council meeting. Such behavior may include but is not limited to shouting, making disruptive noises, such as boos or hisses, creating or participating in a physical disturbance, calling out or speaking out of turn or in violation of applicable rules, refusing to modify conduct after being advised by the presiding officer that the conduct is disrupting the meeting or disobeying any other lawful order of the presiding officer, speaking on an issue that is not within the jurisdiction of the City Council, speaking on an item at a time not designated for discussion by the public of that item, continuing to speak after the allotted speaker time has expired, causing an immediate threat to public safety, preventing or attempting to prevent others who have the floor from speaking, preventing others from observing the meeting, entering into or remaining in an area of the meeting room that is not open to the public, or approaching the Council table without consent. Any message to or contact with any member of the Council while the Council is in session shall be through the City Clerk.

F. Enforcement of Decorum

The rules of conduct shall be enforced in the following manner:

a) Call to order and warning to desist. Whenever practicable, the presiding officer shall give a warning to the person who is breaching the rules of conduct to be orderly and to comply with the rules of conduct. A second warning shall also be given when practicable. A warning need not be given when it would not be effective under the circumstances, including when, for example, the disturbance is such that the warning cannot be heard above the noise, or the person’s conduct immediately threatens public safety (such as throwing of objects or specific threats of harm and the apparent, present ability to carry out such threats). b) Order barring person from that same meeting. A person who engages in disorderly behavior shall be barred from the remainder of that same council meeting by the 572
7 presiding officer when that person continues the disorderly behavior after receiving a warning at that meeting (and a second warning when practicable) to desist. Such behavior is willful disruption that actually disrupts the orderly conduct of the meeting.

G. Brown Act Requirements for Council Action

H. Requests for Technical Assistance and/or Reports

City staff has the same obligation to respond to Councilmembers’ requests for information as requests from the public pursuant to Chapter 2.40 of the Richmond Municipal Code (RMC).

I. Recordings of Meetings

J. Campaigning at Meetings

City Council chambers during City Council meetings are a campaign-free zone. Election of individuals to the Council or other office is not within the Council’s subject matter jurisdiction, and speakers may not campaign for or against candidates for office at Council meetings. Ballot measures, on the other hand, are within the jurisdiction of the Council and may be discussed; and speakers may criticize the City’s policies, programs, services or acts or omissions of the Council or its members. The following are examples of permissible comments: “Vote for Measure A”, “Vote against Measure D”, “The streets are filled with potholes”, “The Council is doing a poor job”, “Councilmember Smith is a lousy councilmember.” The following comments are examples of impermissible comments outside of the City’s subject matter jurisdiction: “Vote for Smith”, “Vote against Smith”.

IV. ORDER OF BUSINESS

A. Pledge of Allegiance to the Flag – in person meeting

At the beginning of each Richmond City Council meeting, the Pledge of Allegiance will be recited by the City Council and the audience.

B. Call to Order - Presiding Officer

The mayor, or in the mayor’s absence, the vice mayor, shall take the chair precisely at the hour appointed by the meeting and shall immediately call the Council to order. 573
8 Upon the arrival of the mayor, the vice mayor shall immediately relinquish the chair at the conclusion of the business presently before the Council. In the absence of the two officers specified in this section, the Councilmember present with the longest consecutive period of Council service shall preside.

C. Roll Call

D. Scheduling of Items

a. Roll Call

b. Statement of Conflict of Interest

e. Report from City Attorney for final decision made, and non-confidential discussions held, during Closed session

f. Report from the City Manager

g. Abatement Report from the Public Works Director – First Tuesday meeting h. Report from Implementation Sub-Committee for Reimagining Task Force – Third Tuesday meeting
i. Recent Crime Report by the Police Chief – Fourth Tuesday meeting j. Open Forum for Public Comments (public comment for items that remain on the Consent Calendar and Items f, g, h, and i, listed above, may be heard under Open Forum).

k. Consent Calendar (including approval of minutes, resolutions that are non- controversial, and second reading of ordinances).

l. Public Hearings
m. Budget Session
n. New Business – (including Council as a Whole items, resolutions that require discussion, and ordinances that do not require a public hearing)

574
9 o. Reports of Officers: Standing Committee Reports, Reports from Mayor/Council members/Staff, and Referrals to Staff

p. Adjournment

E. Open Forum for Public Comments – in person

The mayor or meeting chair may refer a subject to staff or other resources for factual information or for action, if appropriate.

F. Reading of Minutes

H. Removal of Item From Consent

The Clerk’s Office must be informed of any requests to remove items from the Consent Calendar.

Items removed from the Consent Calendar shall be placed at the end of the agenda for consideration.

I. Public Hearings

The order of proceeding where there is a public hearing (non-appeal items) item 575
10 before the City Council shall be as follows:

(1) Staff Report

(2) Questions from the Council

(3) Open Public Hearing

(4) Public Speakers, alternating from a speaker in favor and a speaker opposing

(5) Close Public Hearing

(6) Clarification questions to staff

(7) City Council discussion and vote (discussion may include questions by Council)

Where the public hearing involves (an appeal) of an item to the City Council, the order of proceeding shall be as follows:

(1) Staff Report

(2) Questions from the Council

(3) Open Public Hearing

(4) Appellant's statement *

(5) Principal opponent’s statement *

(6) Public Speakers, alternating from a speaker in favor and a speaker opposing*

(7) Appellant’s rebuttal (two minutes)
(8) Opponent’s rebuttal (two minutes)
(9) Close Public Hearing
(10) Clarification questions to staff or technical questions to applicants.

(11) City Council discussion and vote (discussion may include questions by Council)

J. Reports of Officers

Members of the City Council and City staff shall limit th eir reports to m atters concerning attendance at a meeting, conference, event or activity, reminder of upcoming events, meetings or other activities, or update on previously reported information. Service complaints or requests for services by the City Council shall 576
11 not be reported but sh all be directed to the City Manager prior to or following the City Council meeting for appropriate action.

K. Items Not Completed

V. Agenda Preparation

For purposes of this section, the terms listed herein shall be defined as follows:

A. Definitions

1. Agenda Item means an item placed on the agenda for a vote of the Council by a Councilmember, the city manager, city attorney, and city clerk.

Agenda items shall have a staff report, including the following:

(a) The name of the legislative body that will take action on the item;

(b) A Statement of the Issue that adequately informs the public of the subject matter and general nature of the item or report and action requested;

(e) A description of the current situation and its effects; (f) Background information as needed;
(g) Explanation for the recommendation;

(h) Person or persons to contact for further information, with telephone number;

(i) If the author of any report believes additional background information, beyond the basic report, is necessary to Council understanding of the subject, the staff report will describe the attachments included. The staff report and its attachments will be included in the published agenda packet and available for City Council and public review on the City Clerk’s Office webpage.

2. “Agenda” means the compilation of the descriptive titles of agenda items with the required action stated submitted to the City Clerk.

3. “Packet” means the agenda and all the staff reports.

B. Submission of Agenda Items

Items placed on the agenda by the City Council shall remain on the agenda and will not be removed without the approval of the Councilmember requesting the item 577
12 be placed on the agenda.

The mayor, city manager, city clerk, and city attorney shall meet to review the draft agenda as compiled by the city clerk and set the final agenda.

C. Committee Review of Certain Items

D. Scheduling Public Hearings Mandated by State, Federal, or Local Statute

The City Clerk may schedule a public hearing at an available time and date in those cases where State, Federal or Local statute mandates the City Council hold a public hearing.

E. Packet Preparation and Posting

1. Preparation of the Packet

a. The subject meets the criteria of “Emergency.”

b. There is a need to take immediate action and that the need for action came to the attention of the City subsequent to the posting of the agenda as required by law.

2. Distribution and Posting of Agenda

The City Clerk shall also post agendas of all City Council and Standing Committee meetings on the City’s website.

Copies shall also be available free of charge in the lobby of City Hall.

F. Distribution of the Packet

1. 72 or 24 hours prior to said meeting, the City Council agenda/packet shall be available on the City’s webpage.

2. Matters listed on the printed agenda but for which supporting documentation is not received by the City Council prior to said meeting as part of the agenda packet, shall not be discussed or acted upon. In cases where the good of the City outweighs the lack of time for citizen review or Councilmember evaluation of an item, the Council 578
13 by a vote of a quorum of the members may waive this rule.

VI. Procedural Matters

A. Motions to Be Stated By Chair

When a motion is made, it shall be stated by the Chairperson or the City Clerk before debate or discussion.

B. Motions Not Open To Debate

Rosenberg’s Rules of Order states that when the following motions are made, the Chair must call for an immediate vote without debate:

1. Motion to Adjourn
2 Motion to Recess

3. Motion to fix adjournment

4. Motion to table

5. Motion to limit debate a.k.a “Call the question” requires a majority vote.

6. Motion to close nominations requires a majority vote

7. Motion to object to consideration; this prevents debate on an item and requires a majority vote

C. Rules of Debate

3) Interruptions. A member, once recognized, shall not be interrupted when speaking unless it is to call him/her to order, or as herein otherwise provided. If a member, while speaking, be called to order, he/she shall cease speaking until the question of order be determined, and, if in order, he/she shall be permitted to proceed.

5) Suspension of the Rules (as per Rosenberg’s Rules) requires a 2/3 vote of the Council.

D. Motion to Table

A motion to table shall preclude all amendments or debate of the subject under consideration. If the motion shall prevail, the consideration of the subject may be 579
14 resumed only upon a motion of a member voting with the majority and with consent a majority of the members present.

E. Addressing the Council After Motion Made

When a motion is pending before the Council, no person other than a Councilmember shall address the Council without first securing the permission of the Mayor or Meeting Chair to do so.

F. Continuance of Items

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Richmond City CouncilSeptember 23, 2025

Richmond City Council
September 23, 2025