8' - 0"
2' - 10" 1' - 0"
110
102
102
UR-1 WC-2
103
106
LAV-1 LAV-1 WC-2
104
105
4' - 2"
6' - 0"
PT-1
PT-3
A5.0
3 105
106
A5.0
13 PT-1
P-2 PT-3
109
106
105
54" MIN.
5' - 0"
MAX.
1' - 8"
8' - 0"
A5.0
1318" MIN.
2' - 0"
PT-1
PT-3
2' - 10" 1' - 0"
100
WC-2 WC-1
102
103
102105
106
8' - 0"
LAV-1 LAV-1
104104
WC-2
102
4' - 2"
5' - 6"
PT-1
PT-3
102WC-1
103
A5.0
1 104
PT-1
PT-3
22 03
WC-1
103
102
8' - 0"
A5.0
1 108
104
PT-1
PT-3
22 30
107
OPEN
8' - 6"
3' - 0"
P-1
RB-1
P-1 P-1
P-1
RB-1RB-1
OPEN
P-2
P-4
107
A5.0
15 8' - 5"
P-2 RB-1
P-4 P-1 P-4
P-2
OPEN
8' - 5"
P-1
P-2 RB-1
P-1 P-1
RB-1
P-1
RB-1
P-1
RB-1
8' - 5"
P-1 P-4
RB-1 P-2
P-4
109
MAX.
1' - 8"
54" MIN.
5' - 0"
18" MIN
2' - 0"
PT-1
PT-3
PT-1
P-2
PT-3
8' - 5"
P-1 P-1
RB-1RB-1 P-2 P-2
Edward
Lok Ng
C-16840
REN.11/30/23
LICENSED ARCHITECT
STATE OF CA L I FORNIA
Client:
Consultant:
CAD Draft:
Architect:
Engineer:
Job Number:
Date Issue:
Client:
Designer: Architecture
Interiors
Planning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by written permission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions. 9/22/2023 12:59:43 PM
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached.rvt 115 S. TAYLOR, MONTEBELLO, 90640
A3.0
3002
1-27-2022
MONTEBELLO
LN
LN
LOK
SENIOR CENTER RENOVATION
MONTEBELLO SENIOR CENTER
CITY OF MONTEBELLO
INTERIOR ELEVATIONS
EDA
SCALE: 1/4" = 1'-0"4 MENS - WEST
SCALE: 1/4" = 1'-0"3 MENS - SOUTH
SCALE: 1/4" = 1'-0"8 WOMENS - WEST
SCALE: 1/4" = 1'-0"5 WOMENS - NORTH
SCALE: 1/4" = 1'-0"6 WOMENS - EAST
RENOVATION KEYNOTES
22 03 EXISTING PLUMBING ACCESS PANEL. PROTECT IN PLACE. 22 30 NEW WALL MOUNTED STAINLESS STEEL HI-LO DRINKING FOUNTAIN.
NO.
REVISION
DATE
ISSUED
SCALE: 1/4" = 1'-0"1 MENS - NORTH
SCALE: 1/4" = 1'-0"9 MULTI-PURPOSE ROOM- NORTH
SCALE: 1/4" = 1'-0"10 MULTI-PURPOSE ROOM-EAST
SCALE: 1/4" = 1'-0"11 MULTI-PURPOSE ROOM-SOUTH
SCALE: 1/4" = 1'-0"12 MULTI-PURPOSE ROOM-WEST
SCALE: 1/4" = 1'-0"2 MENS - EAST
SCALE: 1/4" = 1'-0"7 WOMENS - SOUTH
SCALE: 1/4" = 1'-0"13 HALLWAY-NORTH
RESTROOM ACCESSORY SCHEDULE
NO. EQUIP. MANUF. COLOR/MODEL NO.
100 Bobrick B-165 Custom Size Channel Frame Mirror Bobrick Washroom Equipment, Inc.
B-165, STAINLESS STEEL - See interior elevation for
dimensions
102 Bobrick B-2888 Classic Series Surface Mounted
Multi-roll Toilet Tissue Dispenser
Bobrick Washroom
Equipment, Inc.
B-2888, STAINLESS STEEL
103 Bobrick B-6897 Toilet Compartment Two-Wall Grab
Bar
Bobrick Washroom
Equipment, Inc.
B-6897, SATIN STAINLESS STEEL
104 Bobrick B-221 Classic Series Surface Mounted Seat
Cover Dispenser
Bobrick Washroom
Equipment, Inc.
B-221, STAINLESS STEEL
105 Bobrick B-2111 Classic Series Surface Mounted
Soap Dispenser
Bobrick Washroom
Equipment, Inc.
B-2111, STAINLESS STEEL
106 Bobrick B-3942 Classic Series Semi-Recessed
Convertible Combination Towel and Waste Unit
Bobrick Washroom
Equipment, Inc.
B-3942
107 Bobrick 819298 Drinking Fountain Grab Bars Bobrick Washroom Equipment, Inc.
819298
108 12" x 12" Invisa Hatch Drywall Inlay Acccess Panel
For Tiling
Best Access Doors BA-F3
109 Bobrick wall mounted 24"x60" mirror Bobrick Washroom Equipment, Inc.
B-165 2460, STAINLESS STEEL
110 Bobrick B-165 Custom Size Channel Frame Mirror Bobrick Washroom Equipment, Inc.
B-165, STAINLESS STEEL - See interior elevation for
dimensions
PLUMBING FIXTURE SCHEDULE
MARK TYPE DESCRIPTION CW HW W V
DF-1 DRINKING
FOUNTAIN
HAWS BARRIER FREE CHILLED DUAL WALL MOUNT FOUNTAIN MODEL: H1011.8HPS FD-1 FLOOR DRAIN ZURN 6" TYPE S SQUARE STRAINER POLISHED NICKEL MODEL: Z400S LAV-1 LAVATORY KOHLER KATHRY UNDERMOUNT BATHROOM SINK COLOR: WHITE - MODEL: K2297-0 0' - 0 3/4" 0' - 0 3/4" 0' - 2" 0' - 1 1/2" MS-1 SERVICE SINK AMERICAN STANDARD LAKEWELL SERVICE SINK ENAMELED CAST IRON WITH DRILLED BACK 2 HOLES ON 8" CENTERS AND RIM GUARD MODEL: 7692.008 WITH AMERICAN STANDARD EXPOSED YOKE WALL-MOUNT UTILITY FAUCET WITH VACUUM BREAKER MODEL: 8350.243 SF-1 SINK FAUCET BRADLEY VERGE FAUCET - ZEN SERIES MODEL S53-3700 FINISH:BRUSHED STAINLESS TP-1 TRAP PRIMER PPP PRESSURE TYPE PRIMER WITH TRIM FOR MULTIPLE RUNOUTS 0' - 0 3/4" UR-1 URINAL WASHBROOK FLOWISE 0.125 GPF ULTRA HIGH EFFICIENCY URINAL SYSTEM WITH SELECTRONIC FLUSH VALVE MODEL: 6590.525 VITREOUS CHINA
0' - 0 3/4" 0' - 2" 0' - 1 1/2"
WC-1 WATER
CLOSET
MADERA FLOWISE 16-1/2" HEIGHT 1.28 GPF FLUSHOMETER TOILET SYSTEM WITH EVERCLEAN SELECTRONIC FLUSH VALVE MODEL: 3461.528 FINISH: WHITE WITH HEAVY DUTY OPEN FRONT LESS SEAT #5901.100 ADA COMPLIANT
0' - 1 1/2" 0' - 3" 0' - 2"
WC-2 WATER
CLOSET
MADERA FLOWISE 16-1/2" HEIGHT 1.28 GPF FLUSHOMETER TOILET SYSTEM WITH EVERCLEAN SELECTRONIC FLUSH VALVE MODEL: 3461.528 FINISH: WHITE WITH HEAVY DUTY OPEN FRONT LESS SEAT #5901.10
0' - 1 1/2" 0' - 3" 0' - 2"
WHA-1 WATER
HAMMER
ARRESTOR
PPP #SWA-1000
P-1
P-2
P-1
P-1
RB-1 RB-1
23 59
8' - 0"
RB-1
P-1
P-2
P-4
RB-1
P-1?
RB-1 RB-1
P-1 P-1 P-4
P-2
?P-1P-1 P-1
RB-1
8' - 0"
P-1
RB-1
P-1 P-1 P-1 P-1
RB-1P-1 P-1
8' - 0"
P-1
? P-1P-1
P-1 RB-1
P-1 P-1 P-1??
RB-1 RB-1 RB-1
P-1 P-123 59 23 59
8' - 0"
P-1 ? P-1
P-2
P-4
RB-1
P-1
RB-1
NO.
EPX-1
COLOR/MODEL NO.MATERIAL MANUF.
EPOXY STONEHARD STONESHIELD-FLAGSTONE
P-2 SEMI GLOSS - PAINT DUNN-EDWARD
NOTES
MEDIUM TEXTURE, APPLY EPOXY OVER EXISTING FLOOR
PAINT DOORS INSIDE & OUTSIDE & FRAME.DE 6354 GRAY WOLF
PT-2 CERAMIC TILE NEOSPECK - AMERICAN OLEAN NEO3 LIGHT GRAY - MATTE SIZE: 24" x 24" AT FLOOR P-3 SEMI GLOSS - PAINT DUNN-EDWARD CEILINGDE6190 BALL OF STRING P-1 SEMI GLOSS - PAINT DUNN-EDWARD DE 6190 BALL OF STRING PAINT WALLS TP-1 TOILET PARTITION &
SCREEN
BOBRICK OR APPROVED EQUAL DURALINE SERIES - 1080/1180 OVER HEAD,
SOLID PHENOLIC, GAP-FREE PRIVACY DESIGN
EQUIP DOOR WITH AUTOMATIC CLOSING DEVICE AND HEAVY DUTY HARDWARE.
PULLS ON PUSH & PULL SIDE OF DOOR WITH SINGLE ACTION LATCH NOTE: CONTRACTOR TO VERIFY FINISHES W/ ARCHITECT PRIOR TO ORDER PT-1 CERAMIC TILE NEOSPECK - AMERICAN OLEAN WHITE NE01 - MATTE SIZE: 24" x 24" AT WALLS GROUT: OISTER GRAY, UNSANDED
CB-1 CEMENT BOARD - - MEDIUM TEXTURE, APPLY EPOXY OVER EXISTING FLOOR P-4 SEMI GLOSS - PAINT DUNN-EDWARD WINDOW FRAMEDE 6354 GRAY WOLF P-5 SEMI GLOSS - PAINT DUNN-EDWARD ACCENT WALLARCHITECT TO SELECT PT-3 CERAMIC TILE NEOSPECK - AMERICAN OLEAN NEO3 LIGHT GRAY - MATTE SIZE: 12" x 24" AT BASE RB-1 RUBBER BASE BURKE CHARCOAL 217 4" RUBBER BASE
Edward
Lok Ng
C-16840
REN.11/30/23
LICENSED ARCHITECT
STATE OF CA L I FORNIA
Client:
Consultant:
CAD Draft:
Architect:
Engineer:
Job Number:
Date Issue:
Client:
Designer: Architecture
Interiors
Planning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by written permission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions. 9/22/2023 12:59:45 PM
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached.rvt 115 S. TAYLOR, MONTEBELLO, 90640
A3.1
3002
1-27-2022
MONTEBELLO
LN
LN
LOK
SENIOR CENTER RENOVATION
MONTEBELLO SENIOR CENTER
CITY OF MONTEBELLO
INTERIOR ELEVATIONS
EDA
NO.
REVISION
DATE
ISSUED
SCALE: 1/4" = 1'-0"2 COMPUTER ROOM-EAST
SCALE: 1/4" = 1'-0"3 COMPUTER ROOM-WEST
SCALE: 1/4" = 1'-0"4 COMPUTER ROOM-SOUTH
SCALE: 1/4" = 1'-0"1 COMPUTER ROOM-NORTH
RENOVATION KEYNOTES
23 59 NEW WALL MOUNTED AIR CONDITION UNIT. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION.
SCALE: 1/4" = 1'-0"8 WEIGHT ROOM-WEST
SCALE: 1/4" = 1'-0"5 WEIGHT ROOM-NORTH
SCALE: 1/4" = 1'-0"6 WEIGHT ROOM-EAST
SCALE: 1/4" = 1'-0"7 WEIGHT ROOM-SOUTH
FINISH MATERIAL SCHEDULE
GROUND LEVEL
0' - 0"
CEILING
8' - 5"
EXISTING SECOND FLOOR (NO WORK)
2 A4.0
P-1P-1?P-1P-4P-1 P-4P-1RB-1 RB-1RB-1
GROUND LEVEL
0' - 0"
2ND FLOOR
9' - 6"
1 A4.0
EXISTING SECOND FLOOR (NO WORK)
P-1P-1P-4P-2P-4P-1RB-1 RB-1 RB-1 RB-1
Edward
Lok Ng
C-16840
REN.11/30/23
LICENSED ARCHITECT
STATE OF CA L I FORNIA
Client:
Consultant:
CAD Draft:
Architect:
Engineer:
Job Number:
Date Issue:
Client:
Designer: Architecture
Interiors
Planning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by written permission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions. 9/22/2023 12:59:46 PM
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached.rvt 115 S. TAYLOR, MONTEBELLO, 90640
A4.0
3002
1-27-2022
MONTEBELLO
LN
LN
LOK
SENIOR CENTER RENOVATION
MONTEBELLO SENIOR CENTER
CITY OF MONTEBELLO
BUILDING SECTIONS
EDA
RENOVATION KEYNOTES
NO.
REVISION
DATE
ISSUED
SCALE: 1/4" = 1'-0"1 SECTION A
SCALE: 1/4" = 1'-0"2 SECTION B
TOILET SEAT COVER DISPENSER
(HIGHEST OPERABLE PART)
PAPER TOWEL DISPENSER
(HIGHEST OPERABLE PART)
SOAP DISPENSER
(HIGHEST OPERABLE PART)
MIRROR ABOVE LAVATORY
(TOP AND BOTTOM EDGE
OF REFLECTIVE SURFACE)
FINISH
FLOOR
A.F.F.
40" MAX.
1 1/2" 1 1/2"
AT CMU WALL:
3/16 x 2 1/2" LONG
EXPANSION ANCHORS TO
WALL STRUCTURE OR AS
PROVIDED BY MANUFACTURER
CMU
WALL
LOCATE GRAB BARS ON EACH SIDE, OR ONE SIDE AND THE BACK, OF THE WATER CLOSET, 33 INCHES ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE ARE TO BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET. GRAB BARS AT THE BACK CAN NOT BE LESS THAN 36 INCHES LONG. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE IS REQUIRED TO BE 1 1/2" O.D., OR THE SHAPE IS TO PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF
GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS IS TO BE 1 1/2 INCHES. GRAB BARS ARE TO RESIST 250 POUNDS OF DOWNWARD FORCE AND TORSION. GRAB BARS ARE TO BE MADE OF STAINLESS STEEL WITH A PINED SURFACE AND SNAP FLANGES OVER MOUNTING BOLTS. 1/4" MIN. THICKNESS TYPICAL AND IN
CONTRASTING COLORS OF THE DOOR.
(TYPICAL) THE GENDER WORD IS
LOCATED DIRECTLY UNDER PICTOGRAM
NOTE: LETTERS AND NUMERALS ARE
RAISED 1/32" AND ARE ACCOMPANIED BY
GRADE 2 BRAILLE. CHARACTERS ARE
MINIMUM 5/8" HIGH AND A MAXIMUM OF
2" HIGH. ATTACH WITH 4 STAINLESS
STEEL SCREWS.
HEIGHT NOTE
SEE MOUNTING
MOUNTING HEIGHT:
SIGNS WITH RAISED CHARACTER AND
BRAILLE SHALL BE LOCATED 48 INCHES
MINIMUM ABOVE THE FINISH FLOOR OR
GROUND SURFACE, MEASURED FROM THE
BASELINE OF THE LOWEST LINE OF
BRAILLE AND 60 INCHES MAXIMUM ABOVE
THE FINISH FLOOR OR GROUND SURFACE,
MEASURED FROM THE BASELINE OF THE
HIGHEST LINE OF RAISED CHARACTERS.
CONTRACTED CALIFORNIA GRADE 2
BRAILLE
LATCH SIDE
OF DOOR
8"x6" SQ.
WOMEN
5" TYP.
1/2" MAX.
3/8" MIN. -
TYP.
1/2" MIN.
8"x6" SQ.
MEN
5' - 0"
NOTE: LETTERS AND NUMERALS ARE
RAISED 1/32". CHARACTERS ARE
MINIMUM 5/8" HIGH AND A MAXIMUM OF
2" HIGH. ATTACH WITH 4 STAINLESS
STEEL SCREWS.
12" DIAMETER CIRCLE 1/4" THICK AND 12" EQUILATERAL TRIANGLE 1/4" THICK. THE WORD "RESTROOM" IS LOCATED DIRECTLY UNDER PICTOGRAM. COLOR OF TRIANGLE SHALL CONTRAST VISUALLY WITH THE COLOR OF THE CIRCLE. COLOR OF CIRCLE SHALL CONTRAST VISUALLY WITH THE DOOR COLOR.
1/8" MIN. RADIUS
AT CORNERS
TYPICAL AT LATCH SIDE
OF ENTRANCE DOOR
EASED EDGES
FINISH: ALL RESTROOM SIGNS SHALL
HAVE A NON-GLARE FINISH.
EQ. EQ.
RESTROOMRESTROOM
A5.0
8 CL
FLOOR LINE
FLUSH CONTROL
TOP OF CONTROL
MAX
17"
13 1/2" MINIMUM
44" MAXIMUM
17" - 19"
36" MIN. LONG GRAB BAR AT BACK OF WALL
42" MIN. LONG GRAB BAR AT SIDE WALL
FINISH
FLR.
TOILET
PAPER
DISPENSER
TOILET
54" MIN.
33" - 36" O.C.
CLR.
1 1/2"
MIN.
GRAB BAR
19" MIN.
AND BELOW
7"MIN. TO 9" MAX.
TOILET
SEAT
A5.0
6 60" MIN. CLEAR
24" MIN.
2% MAX. IN ANY
DIRECTION
17" - 18"
MIN.
2' - 0"
54" MIN.
CUSTOM 1/4" THICK
MIRROR WITH 1/4"
STAINLESS STEEL U-
SHAPE TRIM ALL ALL
PERIMETERS
3/4" PLYWOOD
SOLID BLOCK
AS REQUIRED
WALL
SURFACE
BLACK COLOR
PLASTIC LAMINATE
WALL
SURFACE
A B
1"
SOLID SPLASH
SOLID COUNTERTOP
SINK, PROVIDED UNDERMOUNT
COUNTERTOP
2'-1"
CABINET BEYOND
CABINET DOORS
SOLID SURFACE SPLASH
AREA NOT HATCHED
BELOW SINK SHALL BE
ACCESSIBLE AND CLEAR
SOLID SURFACE TOP &
EDGE W/ EASED EDGES
SINK NOT TO EXCEED 6-1/2"
DEEP MAXIMUM, PER SCHEDULE
HOT WATER AND DRAIN
PIPES UNDER POWERED
FAUCET SHALL BE
INSULATED OR OTHERWISE
COVERED SHARP OR
ABRASIVE SURFACES UNDER
SINK
9"
2' - 0"
NOTE: COORDINATE DRAIN
CONNECTIONS TYP.
KNEE SPACE
27" MIN. CLR.
34"
FAUCET NOT TO EXCEED 5LBS
FORCE TO OPERATE AND TO
PROVIDE SINGLE LEVER DESIGN
MAX.
6"
4 1/2"
APRON
29" MIN. CLR
MIRROR AT 40" A.F.F.
MEASURED FROM
REFLECTIVE SURFACE TO
FINISH FLOOR
1x4 W/ 1/4" DIA. LAG SCREWS
@ 16" O.C. FRONT & BACK
2x6 BLOCK CONTINUOUS
BEHIND CAB
3/4" PLYWOOD TOP
SOLID SURFACE SPLASH
AREA NOT HATCHED
BELOW SINK SHALL BE
ACCESSIBLE AND CLEAR
SOLID SURFACE TOP &
EDGE W/ EASED EDGES
SINK NOT TO EXCEED 6-1/2"
DEEP MAXIMUM, PER SCHEDULE
HOT WATER AND DRAIN
PIPES UNDER POWERED
FAUCET SHALL BE
INSULATED OR OTHERWISE
COVERED SHARP OR
ABRASIVE SURFACES UNDER
SINK
MIRROR AT 40" A.F.F.
MEASURED FROM
REFLECTIVE SURFACE TO
FINISH FLOOR
1x4 W/ 1/4" DIA. LAG SCREWS
@ 16" O.C. FRONT & BACK
2x6 BLOCK CONTINUOUS
BEHIND CAB
3/4" PLYWOOD TOP
"HI"
FINISH
FLOOR
ABOVE FINISH FLOOR
36" MAXIMUM
CHILLED
DRINKING
FOUNTAINS
15" MIN.5" MAX.
ABOVE FINISH FLOOR
38" MINIMUM TO 43" MAXIMUM
FACE OF WALL
"LOW"
NOTE: PROVIDE 4" HIGH
MINIMUM FLOW OF
WATER.
CLEAR KNEE SPACE
27" MIN.
54" CLEAR
A5.0
14 NOTE: LETTERS AND NUMERALS
ARE RAISED 1/32" & ARE
ACCOMPANIED BY GRADE 2
BRAILLE. CHARACTERS ARE
MINIMUM 5/8" HIGH AND A MAXIMUM
OF 2" HIGH. ATTACH WITH 3M VHB
TAPE.
5' - 0"
12"
STRIKE SIDE OF
DOOR
EXIT
MOUNTING HEIGHT:
SIGNS WITH RAISED CHARACTER
AND BRAILLE SHALL BE LOCATED
48 INCHES MINIMUM ABOVE THE
FINISH FLOOR OR GROUND
SURFACE, MEASURED FROM THE
BASELINE OF THE LOWEST LINE OF
BRAILLE AND 60 INCHES MAXIMUM
ABOVE THE FINISH FLOOR OR
GROUND SURFACE, MEASURED
FROM THE BASELINE OF THE
HIGHEST LINE OF RAISED
CHARACTERS.
1/2" MAX.
3/8" MIN. -
TYP.
1/2" MIN.
CONTRACTED
CALIFORNIA
GRADE 2 BRAILLE
SUBMIT SHOP
DRAWINGS PRIOR
TO FABRICATION
5" X 5" SIGN, 1/8" THICK
NON-GLARE ACRYLIC W/
1/32" RAISED TEXT AND
COPY. HELVETICA 65
MEDIUM TEXT & FIELD
COLOR TO BE
COORDINATED WITH CITY.
1/4" ROUND CORNERS
WELD TO 4"x4"
STAINLESS STL.
PLATE
1/8" STAINLESS
STEEL PLATE
1-1/2" O.D.
STAINLESS STEEL
TUBE STEEL
3"
1-1/2" O.D. STAINLESS STEEL
TUBE STEEL
4 EXPANSION ANCHORS INTO
FLOOR & WOOD
SCREWS INTO SOLID BLOCKING
BACKING
PLAN VIEW
SECTION VIEW
STAINLESS
ESCUTCHEON
4 - 1/4" DIA. x 2 1/4"
SLEEVE ANCHOR
@ CONC. FLOOR
4 - 3/8" DIA. POSSLE
BOLTS @ WD.
FLOOR
EXISTING CMU WALL,
PROTECT IN PLACE
5/8" CEMENT
BOARD
5/8" GYP. BD CEILING,
PAINT PER ROOM
SCHEDULE
EXISTING WOOD
STUD/FRAMING WALL
OR CMU TO BE
PAINTED
24x24 TILE AS
SCHEDULED, THINSET
OVER 5/8" CEMENT
BOARD SEE
ELEVATIONS FOR
HEIGHT
EXISTING CMU WALL,
PROTECT IN PLACE
5/8" CEMENT BOARD
24X24 GRAY NEO3
UNPOLISHED TILE
OVER CEMENT BOARD
BASE COVE METAL TRIM
12X24 GRAY NEO3
UNPOLISHED TILE
OVER CEMENT BOARD
24x24 TILE AS SCHEDULED,
THINSET OVER 5/8"
CEMENT BOARD SEE
ELEVATIONS FOR HEIGHT
1% SLOPE MIN.2% SLOPE MAX.
TO DRAIN
MORTAR BED. EXISTING
CONCRETE SLAB TO REMAIN
IN PLACE
5/8" CEMENT
BOARD
5/8" GYP. BD CEILING
PAINT PER ROOM
SCHEDULE
24x24 TILE AS
SCHEDULED, THINSET
OVER 5/8" CEMENT
BOARD SEE
ELEVATIONS FOR
HEIGHT
24X24 GRAY NEO3
UNPOLISHED TILE
OVER CEMENT BOARD
2X STUDS
5/8" CEMENT BOARD
24x24 WHITE NEO1
UNPOLISHED TILE OVER
CEMENT BOARD
SOUND
INSULATION
MORTAR BED. EXISTING
CONCRETE SLAB TO REMAIN
IN PLACE
1% SLOPE MIN.
2% SLOPE MAX.
TO DRAIN
BASE COVE METAL TRIM 12X24 GRAY NEO3
UNPOLISHED TILE
OVER CEMENT BOARD
1% SLOPE MIN.2% SLOPE MAX.
TO DRAIN
2X STUD
HOLLOW METAL DOOR AND
FRAME. PER SCHEDULE.
5/8" GYP. BD. PAINT PER SCHEDULE
INSULATION
2"
24 X 24 CERAMIC TILE
(HEAD SIM.)
WOOD STUD WALL
HOLLOW METAL FRAME PER
SCHEDULE
HOLLOW METAL DOOR
PER SCHEDULE
5/8" GYP. BOARD
PAINT PER
SCHEDULE
24X24 CERAMIC TILE
5/8" CEMENT BOARD
SHIM
2X WOOD STUDS AT
16" O.C.
5/8" GYP BD. BOTH SIDES
WITH SMOOTH SURFACE TO
MATCH EXISTING ADJACENT
SURFACE
HOLLOW METAL DOOR
SOUND ATTENUATION
BATT INSULATION
HEADER PER
HOLLOW METAL FRAME
SPRY FOAM INSULATION
2x STUD
HOLLOW METAL DOOR AND
FRAME.
5/8" GYP. BD.
R-13 BATT INSULATION
FOR SOUND ISOLATION
2"
(E) GYP. BD. WALL
3 1/2"
(N) RUBBER BASE 4"
VINYL
(N) FLOORING AS
SCHEDULED
EXISTING 3/8" RADIUS AT
END OF BASE TILE
6" HIGH BASE TILE
1/2" RADIUS AT BOTTOM
OF BASE TILE
CERAMIC TILE OVER
CONCRETE SLAB
EXISTING WALL FINISH
PER PLAN
EXISTING CONCRETE
6"
DOOR
CONC. SLAB
SHAPED POLISHED GRANITE
THRESHOLD. PROVIDE
SUBMITTAL FOR APPROVAL
FLOORING AS
SCHEDULED
DOOR FRAME BEYOND
4"
M
AX.
1/4"
MAX.
1/2"
BEVEL EDGES 2:1 MAX.
PER ACCESSIBILITY
REQUIREMENTS
FLOORING
AS SCHEDULED
Edward
Lok Ng
C-16840
REN.11/30/23
LICENSED ARCHITECT
STATE OF CA L I FORNIA
Client:
Consultant:
CAD Draft:
Architect:
Engineer:
Job Number:
Date Issue:
Client:
Designer: Architecture
Interiors
Planning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by written permission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions. 9/22/2023 12:59:49 PM
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached.rvt 115 S. TAYLOR, MONTEBELLO, 90640
A5.0
3002
1-27-2022
MONTEBELLO
LN
LN
LOK
SENIOR CENTER RENOVATION
MONTEBELLO SENIOR CENTER
CITY OF MONTEBELLO
DETAILS
EDA
SCALE: 1/2" = 1'-0" 5MOUNTING HT.
SCALE: 6" = 1'-0" 6GRAB BAR
SCALE: 1/4" = 1'-0" 8ROOM ID
SCALE: 1/4" = 1'-0" 7RESTROOM SIGN
SCALE: 1" = 1'-0" 3URINAL
SCALE: 1" = 1'-0" 1WATER CLOSET
SCALE: 3/4" = 1'-0" 2ACCESS. R.R. STALL
SCALE: 3" = 1'-0" 10MIRROR
SCALE: 1" = 1'-0" 12ACCESS. CAB. W/ SNK.
SCALE: 3/4" = 1'-0" 13ACCESSIBLE SINK
SCALE: 1" = 1'-0" 15DRINKING FOUNTAIN.
SCALE: 1/4" = 1'-0" 16EXIT SIGN
SCALE:1 1/2" = 1'-0" 14RAIL TUBE DETAIL
NO.
REVISION
DATE
ISSUED
SCALE: 3" = 1'-0" 18TILE AT UPPER WALL
SCALE: 3" = 1'-0" 17TILE AT WALL & FLOOR
SCALE: 3" = 1'-0" 19TILE AT UPPER WALL2
SCALE: 3" = 1'-0" 20TILE AT WALL
SCALE: 3" = 1'-0" 21JAMB TO WOOD
SCALE: 3" = 1'-0" 22DOOR JAMB
SCALE: 3" = 1'-0" 23HEAD (JAMB SIM).
SCALE: 3" = 1'-0" 24JAMB TO WOOD1
6" = 1'-0"4 BASE
3" = 1'-0"9 BASE TILE
SCALE: 3" = 1'-0" 11THRESHOLD.
URINALS
1. Urinals shall be the stall-type or the wall-hung type with the rim 17 inches maximum above the finish floor or ground. Urinals shall be 13½ inches deep minimum measured from the outer-face of the urinal rim to the back of the fixture. [11B-605.2]
2. A clear floor or ground space complying with Section 11B-305 positioned for forward approach shall be provide. [11B-605.3]
LAVATORIES AND SINKS
1. A clear floor space complying with Section 11B-305, positioned for a forward approach, and knee and toe clearance complying with Section 11B-306 shall be provided. [11B-606.2]
2. A parallel approach complying with Section 11B-305 shall be permitted to a kitchen sink in a space where a cook top or conventional range is not provided and to wet bars. [11B-606.2 Exception 1]
3. Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34 inches maximum above the finish floor or ground. [11B-606.3]
4. Controls of faucets shall comply with Section 11B-309.
5. Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. [11B-606.5]
6. Lavatories, when located adjacent to a side wall or partition, shall be a minimum of 18 inches to the centerline of the fixture. [11B-606.6]
7. Sinks shall be 6½ inches deep maximum. [11B-606.7] Knee clearance at lavatories shall comply with 11B-306.3.
GRAB BARS
1. Grab bars with circular section shall have an outside diameter of 1¼ inches minimum and 2 inches maximum. Grab bars with non-circular cross section shall have a cross-section dimension of 2 inches maximum and a perimeter dimension of 4 inches minimum and 4.8 inches maximum. [11B-609.2]
2. The space between the wall and the grab bar shall be 1½ inches. The space between the grab bar and projecting objects below and at the ends shall be 1½ inches minimum. The space between the grab bar and projecting above shall be 12 inches minimum. The space between the grab bars and shower controls, shower fittings, and other grab bars above shall be permitted to be 1½ inches minimum.
3. Grab bars shall be installed in a horizontal position, 33 inches minimum and 36 inches maximum above the finish floor measured to the top of the gripping surface.
4. Grab bars and any wall or other surfaces adjacent to grab bars shall be free of sharp or abrasive elements and shall have rounded edges. [11B-609.5]
5. Grab bars shall not rotate within their fittings. [11B-609.6]
6. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds is applied at any point on the grab, fastener, mounting device, or supporting structure. [11B-609.8]
DIVISION 7: COMMUNICATION ELEMENTS AND FEATURES
SIGNS
1. Raised characters shall comply with 11B-703.2 Raised characters and shall be duplicated in Braille complying with 11B-703.3 Braille. Raised characters shall be installed in accordance with 11B-703.4 Installation Height and Location.§11B-703.2
a. Raised characters shall be 1/32" minimum above their background.§11B-703.2.1 b. Characters shall be uppercase. §11B-703.2.2
c. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. §11B-703.2.3
d. Characters shall be selected from fonts where the width of the uppercase letter "O" is 55 60 percent minimum and 110 percent maximum of the height of the uppercase letter "I". § 11B-703.2.4
e. Characters height measured vertically from the baseline of the character shall be 5/8” minimum and 2”maximum based on the height of the uppercase letter“I”. §11B-703.2.5 f. Stroke thickness of the uppercase letter“I”shall be 15 percent maximum of the height of the character. §11B-703.2.6
g. Character spacing shall be measured between the two closest points of adjacent raised characters within a message, excluding word spaces. Where characters have rectangular cross sections, spacing between individual raised characters shall be 1/8”minimum and 4 times the raised characters stroke width maximum. Where characters have other cross sections, spacing between individual raised characters shall be 1/16”minimum and 4 times the raised characters stroke width maximum at the base of the cross section, and 1/8”inch minimum and 4 times the raised character stroke width maximum at the top of the cross sections. Characters shall be separated from raised borders and decorative elements 3/8” minimum. §11B-703.2.7
h. Spacing between the baselines of separate lines of raised characters within a message shall be 135 percent minim and 170 percent maximum of the raised character height.§ 11B-703.2.8
i. Text shall be in a horizontal format.§11B-703.2.9
2. Braille shall be contracted (Grade 2) and shall comply with 11B-703.3 Braille and 11B-703.4 Installation Height and Location.§11B-703.3
a. Braille dots shall have a domed or rounded shape and shall comply with Table 11B-703.3.1 The indication of an uppercase letter or letters shall only be used before the first word of sentences, proper nouns and names, individual letters of the alphabet, initials, and acronyms. §11B-703.3.1
b. Braille shall be positioned below the corresponding text in a horizontal format, flush left or centered. If text is multi-lined, Braille shall be placed below the entire text. Braille shall be separated 3/8”minimum and ½”maximum from any other tactile characters and 3/8” minimum from raised borders and decorative elements. §11B-703.3.2
3. Signs with tactile characters shall comply with 11B-703.4 Installation Height and Location.§ 11B-703.4
a. Tactile characters on signs shall be located 48 inches minimum above finish floor or ground surface, measured from baseline of the lowest tactile character Braille cells and 60 inches maximum above finish floor or ground surface, measured from the baseline of the highest tactile character line of raised characters.§11B703.4.1 (See exception) b. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactile sign is provided at double doors with one active leaf, the sign shall be located on the inactive leaf. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right hand door Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18 inches minimum by 18 inches minimum, centered on the tactile character, is provided beyond the arc of any door swing between the closed position and 45 degree open position. Where permanent identification signage is provided for rooms and spaces they shall be located on the approach side of the door as one enters the room or space. Signs that identify exits shall be located on the approach side of the door as one exits the room or space. 11B-703.4.2 (See exception)
4. Visual characters shall comply with the following, except where visual characters comply with 11B-703.2 Raised Characters and are accompanied by Braille complying with 11B-703.3 Braille, they shall not be required to comply with 11B-703.5.2 through 11B-703.5.6, 11B-703.5.8 and 11B-703.5.9:
a. Characters and their background shall have a non-glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. §11B-703.5.1
b. Characters shall be uppercase or lowercase or a combination of both.§11B-703.5.2 c. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms.§11B-703.5.3 d. Characters shall be selected from fonts where the width of the uppercase letter“O”is 55 60 percent minimum and 110 percent maximum of the height of the uppercase letter“I”. § 11B-703.5.4
e. Minimum character height shall comply with Table 11B-703.5.5 Viewing distance shall be measured as the horizontal distance between the character and an obstruction preventing further approach towards the sign. Character height shall be based on the uppercase letter “I”. §11B-703.5.5 (See exception)
f. Visual characters shall be 40 inches minimum above the finish floor or ground.§ 11B-703.5.6 (See exceptions)
g. Stroke thickness of the uppercase letter“I”shall be 10 percent minimum and 20 percent maximum of the height of the character. §11b-703.5.7
h. Character spacing shall be measured between the two closest points of adjacent characters, excluding word spaces. Spacing between individual characters shall be 10 percent minimum and 35 percent maximum of character height.§11B-703.5.8 i. Spacing between the baselines of separate lines of characters within a message shall be135 percent minimum and 170 percent maximum of the character height.§11B-703.5.9 j. Text shall be in a horizontal format.§11B-703.5.10
5. Pictograms shall comply with the following:
a. Pictograms shall have a field height of 6 inches minimum. Characters and Braille shall not be located in the pictogram field.§11B-703.6.1
b. Pictograms and their fields shall have a non-glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field.§ 11B-703.6.2
c. Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall comply with 11B-703.2 Raised Characters, 11B-703.3 Braille and 11B-703.4 Installation Height and Location.§11B-703.6.3
6. Symbols of accessibility and their background shall have a non-glare finish. Symbols of Accessibility shall contrast with their background with either a light symbol on a dark background or a dark symbol on a light background.§11B-703.7.1
7. Symbols shall comply with the following:
a. The International Symbol of Accessibility shall comply with Figure 11B-703.7.2.1 ISA. The symbol shall consist of a white figure on a blue background. The blue shall be Color No. 15090 in Federal Standard 595B.§11B-703.7.2.1 (See exception) b. The International Symbol of TTY shall comply with Figure 11B-703.7.2.2. c. Telephones with a volume control shall be identified by a pictogram of a telephone handset with radiating sound waves on a square field such as shown in figure 11B-703.7.2.3. d. Assistive listening systems shall be identified by the International Symbol of Access for Hearing Loss complying with Figure 11B-703.7.2.4.
e. Edges of signs shall be rounded chamfered or erased. Corners of signs shall have a minimum radius of 1/8 inch. §11B-703.7.2.6.4
E. SPECIAL ROOMS, SPACES, AND ELEMENTS
F. BUILT-IN ELEMENTS
DINING SURFACES AND WORK SURFACES
(Note or show on the plans)
1. The tops of dining surfaces and work surfaces shall be 28 inches minimum and 34 inches maximum above the finish floor or ground. §11B-902.3
2. 2. Where food or drink is served for consumption at a counter exceeding 34 inches in height, a portion of the main counter 60 inches minimum in lengthshall be provided in compliance with 11B-902.3. §11B-226.3
DIVISION 3 – BUILDING BLOCKS
FLOOR OR GROUND SURFACE
1. Floor and ground surfaces shall be stable, firm, and slip resistant. §11B-302.1
2. Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile height shall be ½ inch maximum. § 11B- 302.2, Figure 11B-302.2
3. Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposed edge. Carpet edge trim shall comply with 11B-303 changes in level. Per 11B-302.2
CHANGES IN LEVEL
4. Vertical changes in level for floor or ground surfaces may be 1/4" high max. and without edge treatment. Changes in level greater than 1/4" and not exceeding 1/2" in height shall be beveled with a slope not steeper than 1:2. Per 11B-303, Figures 11B-303.2 & 11B-303.3
5. Changes in level greater than ½" in height shall be ramped and shall comply with the requirements of 11B-405 Ramps or 11B-406 Curb Ramps as applicable.
§11B-303
TURNING SPACE
1. Floor or ground surfaces of a turning space shall be level with slopes not steeper than 1:48. [11B-304.2]
2. Circular turning space shall be a space of 60 inches diameter minimum with knee and toe clearance complying with Section 11B-306. [11B-304.3.1] 3. T-Shaped turning space shall be a space within 60 inch square minimum with arms and base 36 inches wide minimum. Each arm of the T shall be clear of obstructions 12 inches minimum in each direction and the base shall be clear of obstructions 24 inches minimum. [11B-304.3.2]
CLEAR FLOOR OR GROUND SPACE
1. Clear floor or ground spaces shall meet the requirements of 11B-302 Floor or Ground Surfaces and shall not have changes in level except for slopes not steeper than 1:48 (2.083%). §11B-305
2. Clear floor or ground space shall be 30" minimum by 48" minimum. §11B-305.3, Figure 11B-305.3
3. Clear floor or ground spaces shall be positioned for either forward or parallel approach to an element unless otherwise specified. One full unobstructed side of the clear floor or ground space shall adjoin an accessible route or adjoin another clear floor or ground space. §11B-305.5, § 11B-305.6, Figure §11B-305.5
4. Clear floor or ground space may include knee and toe clearance complying with 11B-306 knee and Toe Clearance unless otherwise specified. §11B-305.4
KNEE AND TOE CLEARANCE
10. For built-in dining required to be accessible, toe clearance shall be provided that is 30 inches in width and 9 inches in height above the finish floor or ground for a depth of 19 inches minimum. § 11B-306.2.1
11. Space extending greater than 6" beyond the available knee clearance at 9" above the finish floor or ground shall not be considered toe clearance. §11B-306.2.4
12. Toe clearance shall extend 19 inches maximum under lavatories for toilet and bathing facilities and 25 inches maximum under other elements. §11B-306.2.2
13. At lavatories in toilet and bathing facilities, knee clearance shall be provided that is 30 inches in width for a depth of 11 inches at 9 inches above the finish floor or ground and for a depth of 8 inches at 27 inches above the finish floor or ground increasing to 29 inches high minimum above the finish floor or ground at the front edge of a counter with a built-in lavatory or at the front edge of a wall- mounted lavatory fixture. §11B-306.3.3, Figure 11B-306.3(c)
14. At dining and work surfaces required to be accessible, knee clearance shall be provided that is 30 inches in width at 27 inches above the finish floor or ground for a depth of at least 19 inches. §11B-306.3
15. Knee clearance shall extend 25" maximum under an element at 9" above the finish floor or ground. §11B-306.3.2
PROTRUDING OBJECTS
16. Except for handrails, objects with leading edges more than 27 inches and less than 80 inches above the finish floor or ground shall protrude no more than 4 inches horizontally into the circulation path. Handrails may protrude 4½ inches maximum. §11B-307.2, Figure 11B-307.2
17. Freestanding objects mounted on posts or pylons shall overhang circulation paths no more than 12 inches when located from 27 to 80 inches above the finish floor or ground. §11B-307.3, Figure 11B-307.3(a)
18. Protruding objects shall not reduce the clear width required for accessible routes. §11B-307.5
19. Lowest edge of a sign or other obstruction, when mounted between posts or pylons separated with a clear distance greater than 12 inches, shall be less than 27 inches or more than 80 inches above the finish floor or ground. §11B-307.3, Figure 11B-307.3(b)
20. Edge of signs or other objects, when mounted on posts or pylons with their bottom edges less than 80" above the floor or ground surface, shall be rounded or eased and the corners shall have a minimum radius of 1/8". §11B-307.3.1
21. Vertical clearance shall be at least 80 inches high on circulation paths except at door closer's and door stops, which may be 78 inches minimum above the finish floor or ground. §11B-307.4
REACH RANGES
22. Electrical controls and switches intended to be used by the occupant of a room or area to control lighting and receptacle outlets, appliances or cooling, heating and ventilating equipment shall be located within allowable reach ranges. Low reach shall be measured to the bottom of the outlet box and high reach shall be measured to the top of the outlet box. § 11B-308.1.1
23. Electrical receptacle outlets on branch circuits of 30 amperes or less and communication system receptacles shall be located within allowable reach
ranges. Low reach shall be measured to the bottom of the outlet box and high reach shall be measured to the top of the outlet box. §11B-308.1.2.
24. High forward reach that is unobstructed shall be 48 inches maximum and the low forward reach shall be 15 inches minimum above the finish floor or ground. §11B-308.2.1, Figure 11B-308.2.1
25. High forward reach shall be 48 inches maximum where the reach depth is 20 inches or less and 44 inches maximum where the reach depth exceeds 20 inches.
High forward reach shall not exceed 25 inches in depth. §11B-308.2.2, Figure 11B-308.2.2
26. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. §11B-308.2.2
27. High side reach shall be 48 inches maximum and the low side reach shall be 15 inches minimum above the finish floor where the side reach is unobstructed or the depth of any obstruction does not exceed 10 inches. §11B-308.3.1, Figure 11B-308.3.1
28. High side reach shall be 46 inches maximum above the finish floor or ground where the high side reach is over an obstruction more than 10 inches but not more than 24 inches in depth. § 11B-308.3.2, Figure 11B-308.3.2
29. Obstructions for high side reach shall not exceed 34 inches in height and 24 inches in depth. § 11B-308.3.2, Figure 11B-308.3.2
30. Operable parts on accessible elements, accessible routes, and in accessible rooms and spaces shall be provided a clear floor or ground space complying with 11B-305 Clear Floor or Ground Space and be placed within one or more of the reach ranges specified in 11B-308 Reach Ranges.§ 11B-309.2
31. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. Force required to activate operable parts shall be 5 pounds maximum.§ 11B-309.4
32. Not Used.
33. Elements that are exempt from all requirements for operable parts requirements include electrical or communication receptacles serving a dedicated use; floor electrical receptacles; HVAC diffusers, exercise machines and exercise equipment and those operable parts intended for use only by service or maintenance personnel. §11B-205.1
34. Except for light switches, where redundant controls are provided for a single element, one control in each space shall not be required to comply with Section 11B-309 Operable Parts.§11B-205.1
DIVISION OPERABLE PARTS
1. Operable parts shall be placed within one or more of the reach ranges and the clear floor or ground space 30 inches by 48 inches minimum. [11B-309.2 and 11B-309.3]
2. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds maximum, except gas pump nozzles. [11B-309.4]
DIVISION 4 - ACCESSIBLE ROUTES
DOORS, DOORWAYS, AND GATES
1. There shall be no projections into the required clear opening width lower than 34" above the finish floor or ground. Projections into the clear opening width between 34" and 80" above the finish floor or ground shall not exceed 4". §11B-404.2.3
2. Not used.
3. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 11B-309.4 Operation. Operable parts of such hardware shall be 34 inches minimum and 44 inches maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be
exposed and usable from both sides. §11B-404.2.7
4. Door and gate closing speed shall comply with the following:
a. Door closer and gate closer shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position 12 degrees from the latch is 5 seconds minimum. §11B-404.2.8.1
b. Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum. § 11B-404.2.8.2
5. The force for pushing or pulling open a door or gate other than fire doors shall be as follows:§ 11B-404.2.9
a. Interior hinged doors and gates: 5 pounds maximum.
b. Sliding or folding doors: 5 pounds maximum.
c. Required fire doors: the minimum opening force allowable by the appropriate administrative authority, not to exceed 15 pounds.
d. Exterior hinged doors: 5 pounds maximum.
6. Swinging door and gate surfaces within 10 inches of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. §11B-404.2.10
7. Doors and side lights adjacent to doors and gates, containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one glazed panel located 43" maximum above the finish floor. §11B-404.2.11
DIVISION 6 – PLUMBING ELEMENTS AND FACILITIES
TOILET AND BATHING ROOMS
1. Turning space shall be provided with the room and shall comply with Section 11B-304. [11B-603.2.1]
2. Required clear floor spaces, clearance at fixtures, and turning space shall be permitted to overlap. [11B-603.2.2]
3. Doors shall not swing into the clear floor space or clearance required for any fixture. Other than the door to the accessible water closet compartment, a door in any position may encroach into the turning space by 12 inches maximum. [ 11B-603.2.3]
4. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40 inches maximum above the finish floor or ground. Mirrors not located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35 inches maximum above the finish floor or ground. [11B-603.3]
5. Coat hooks shall be located within one of the reach ranges specified in Section 11B-308. Shelves shall be located 40 inches minimum and 48 inches maximum above the finish floor. Medicine cabinets shall be located with a usable shelf no higher than 44 inches maximum above the finish floor. [11B-603.4]
WATER CLOSETS AND TOILET COMPARTMENTS
1. The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 17 inches minimum to 18 inches maximum from the side wall or partition, except that water closet shall be 17 inches minimum and 19 inches maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in Section 11B-604.8.2.
Water closets shall be arranged for a left-hand or right-hand approach. [11B-604.2]
2. Clearance around a water closet shall be 60 inches minimum measured perpendicular from the side wall and 56 inches minimum measured perpendicular front he rear wall. A minimum 60 inches wide and 48 inches deep maneuvering space shall be provided in front of the water closet. [11B-604.3.1]
3. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. [11B-604.3.2]
4. The seat height of a water closet above the finish floor shall be 17 inches minimum and 19 inches maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position.
Seats shall be 2 inches high maximum. [11B-604.4]
5. Grab bars shall be provided on the side wall closet to the water closet and on the rear wall. [11B-604.5]
6. The side wall grab bar shall be 42 inches long minimum, located 12 inches maximum from the rear wall and extending 54 inches minimum from the rear wall with the front end positioned 24 inches minimum in front of the water closet. [11B-604.5.1]
7. The rear wall grab bar shall be 36 inches long minimum and extend from the centerline of the water closet 112 inches minimum on one side and 24 inches minimum on the other side. [11B-604.5.2]
8. Toilet paper dispenser shall comply with Section 11B-309.4 and shall be 7 inches minimum and 9 inches maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be below the grab bar, 19 inches minimum above the finish floor and shall not be located behind grab bars.
9. Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep minimum for floor mounted water closets measured perpendicular to the rear wall. [11B-604.8.1.1]
10. In a wheelchair accessible compartment with an end-opening door, either in-swinging or out- swinging, a minimum 60 inches wide and 48 inches deep maneuvering space shall be provided in front of the water closet. [11B-604.8.1.1.3]
11. Doors shall be located in the front partition or in the side wall or partition farthest from the water closet. Where located in the front partition, the door opening shall be 4 inches maximum from the side wall or partition farthest from the water closet. Where located in the side wall or partition, the door opening shall be 4 inches maximum from the front partition. The door shall be self-closing. Doors shall not swing into the clear floor space or clearance required for any fixture.
12. A side-wall grab bar complying with Section 11B-604.5.1 shall be provided and shall be located on the wall closet to the water closet. In addition, a rear-wall grab bar shall be provided. [11B-604.8.1.5]
13. Coat hooks shall be located within one of the reach ranges specified in Section 11B-308. Shelves shall be located 40 inches minimum and 48 inches maximum above the finish floor. [11B-604.8.3] Edward
Lok Ng
C-16840
REN.11/30/23
LICENSED ARCHITECT
STATE OF CA L I FORNIA
Client:
Consultant:
CAD Draft:
Architect:
Engineer:
Job Number:
Date Issue:
Client:
Designer: Architecture
Interiors
Planning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by written permission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions. 9/22/2023 12:59:49 PM
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached.rvt 115 S. TAYLOR, MONTEBELLO, 90640
A5.1
3002
1-27-2022
MONTEBELLO
JS
JS
LN
SENIOR CENTER RENOVATION
MONTEBELLO SENIOR CENTER
CITY OF MONTEBELLO
ACCESSIBLE DETAILS
Approver
GENERAL ACCESSIBILITY.
9 30
NO.
REVISION
DATE
ISSUED
1. ALL LUMBER SHALL BE NO. 2 GRADE MARKED DOUGLAS FIR LARCH FOR VERTICAL MEMBERS AND NO. 1 DOUGLAS FIR FOR HORIZONTAL MEMBERS INCLUDING 4 X POSTS OR LARGER.
2. PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARDS PS-I DOUGLAS FIR NO. 1 OR "CDX" WHEN NOTED ON DRAWINGS AND SHALL BE INSPECTED BEFORE BEING COVERED.
3. WOOD SILLS SHALL BE PRESSURE-TREATED DOUGLAS FIR, U.N.O. WHEN THEY ARE IN CONTACT WITH CONCRETE OR MASONRY WITHIN 48" OF THE GROUND.
4. GALVANIZED NAILS SHALL BE USED FOR EXTERIOR WOOD. ALL NAILS SHALL BE COMMON WIRE OR GALVANIZED BOX FOR SHEAR WALLS AND DIAPHRAGMS.
5. ALL FINISH WOOD, EXTERIOR AND INTERIOR, SHALL BE NAILED WITH FINISH NAILS AND COUNTERSUNK.
6. DO NOT CUT STRUCTURAL MEMBERS FOR PIPES, ETC., UNLESS SPECIFICALLY DETAILED OR STATED IN THE CODE.
7. FIRE STOPS: PROVIDE BLOCKING AT ALL INTERSECTIONS OF STUD WALLS TO FLOOR, STAIRS, CEILING, ROOF, AND FURRED SPACES.
8. ALL LUMBER SHALL BE DOUGLAS FIR LARCH TYPE.
9. PROVIDE STANDARD PLATE WASHERS FOR BOLTS BEAR ON WOOD. U.N.O.
10. JOISTS AND RAFTERS SHALL BE BLOCKED WITH 2 X @ 8'-0" O.C. MAX.
11. DOUBLE FLOOR JOISTS WHERE THEY ARE PARALLEL TO PARTITIONS.
1. CONCRETE SHALL BE 3,500 PSI AT 28 DAYS,
CONCRETE IS DESIGNED FOR 2500 PSI, NO SPECIAL INSPECTION IS REQUIRED.
2. CONCRETE: 1 PART CEMENT, 2 1/2 PARTS SAND, AND 3 1/2 PARTS 3/4" DIA.
ROCK. TOTAL WATER SHALL NOT EXCEED 7 GALLONS PER SACK OF CEMENT.
3. GROUT: 1 PART CEMENT, 3 PARTS SAND, 2 PARTS 3/8" DIA. MAXIMUM PEA GRAVEL OR APPROVED EQUAL.
4. CEMENT SHALL BE TYPE V PORTLAND "S" PER ASTM C-150.
5. CONTRACTOR TO PROVIDE SUBMITTAL FOR APPROVAL
1. REINFORCED STEEL SHALL CONFORM TO ASTM A615, GRADE 40 FOR SIZES #3 AND #4 GRADE 60 FOR SIZES #5 AND LARGER.
2. WELDED FABRIC (MESH) SHALL CONFORM TO THE LATEST REVISED ASTM A185.
SMOOTH WIRE FABRIC SHALL CONFORM TO ASTM A85 YIELD STRENGTH 60 KSI
3. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS (2'-0" MIN.) AT ALL SPLICES UNLESS NOTED OTHERWISE.
4. ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS (2'-0" MIN.) AT ALL SPLICES UNLESS NOTED OTHERWISE.
5. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED 4'-0" MINIMUM. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE LATEST EDITION OF CALIFORNIA BUILDING CODE.
1. MASONRY UNITS SHALL CONFORM TO A.S.T.M. C90, GRADE N. COMPRESSIVE DESIGN STRENGTH F'm =1500 P.S.I.
2. GROUT SHALL BE PROPORTIONED BY VOLUME OF ONE PART PORTLAND CEMENT AND 3 PARTS SAND.
3. MORTAR SHALL HAVE PROPORTIONS OF ONE PART PORTLAND CEMENT, 1/4 PART LIME PUTTY AND 3-1/2" PARTS SAND BY VOLUME.
4. ALL CELLS CONTAINING REINFORCING STEEL INCLUDING CELLS BELOW GRADE SHALL BE FULL GROUTED.
5. PROVIDE GROUT STOP AS REQUIRED.
6. DEPUTY INSPECTION IS NOT REQUIRED FOR MASONRY CONSTRUCTION, UNLESS OTHERWISE NOTED.
1. JOIST TO SOIL OR GIRDER, TOE NAIL--------------------------------------------------------- 3-8d
2. BRIDGING TO JOIST, TOE NAIL EACH END--------------------------------------------------- 2-8d
3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST, FACENAIL-------------------------------- 2-8d
4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST, FACE NAIL----------------------- 3-8d
5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL----------------------- 2-16d
6. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL-------------------------- 16d @ 16" 0.C.
7. TOP PLATE TO STUD, END NAIL-------------------------------------------------------------- 2-16d
8. STUD TO SOLE PLATE----------------------------------- 4-8d, TOENAIL OR 2-16d, END NAIL
9. DOUBLE STUDS, FACE NAIL---------------------------------------------------------16d @ 24" O.C.
10. DOUBLE TOP PLATES, FACE NAIL------------------------------------------------16d @16" O.C.
11. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL------------------------------ 2-16d
12. CONTINUOUS HEADER, TWO PIECES---------- 16d @ 16" O.C. ALONG EACH EDGE
13. CEILING JOISTS TO PLATE, TOE NAIL--------------------------------------------------------- 3-8d
14. CONTINUOUS HEADER TO STUD, TOE NAIL------------------------------------------------- 4-8d
15. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL------------------------------- 3-16d
16. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL-------------------------------- 3-16d
17. RAFTER TO PLATE, TOE NAIL------------------------------------------------------------------- 3-8d
18. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL-------------------------------------- 2-8d
19. 1" x 8" SHEATHING TO EACH BEARING, FACE NAIL------------------------------------- 2-8d
20. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL------------------ 3-8d
21. BUILT-UP CORNER STUDS---------------------------------------------------------16d @ 24" O.C.
22. DOUBLE TOP PLATES, LAP SPLICE-------------------------------------------------------- 8-16d
23. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATES, TOE NAIL-- 3-8d
24. BUILT-UP GIRDER AND BEAMS---------- 20d @ 32" O.C. @ TOP AND BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE.
25. RIM JOIST TO TOP PLATE, TOE NAIL---------------------------------------------8d @ 6" O.C.
1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING WORK, REPORTING ANY DISCREPANCIES TO THE DESIGNER.
2. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS ON THE DRAWINGS.
3. THE DRAWINGS ARE THE PROPERTY OF THE DESIGNER.
4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE OF LOCAL CODES AND ORDINANCES.
5. WORKER'S COMPENSATION INSURANCE:
CONTRACTOR AND SUB-CONTRACTOR SHALL PURCHASE AND MAINTAIN,
COMPLETE COVERAGE TO PROTECT THE CLAIMS UNDER WORKERS
COMPENSATION ACTS, AND SHOW PROOF THEREOF.
6. UTILITY SERVICES: CONTRACTORS AND SUB-CONTRACTORS SHALL CONFIRM
LOCATIONS OF UTILITIES AND NOTIFY ALL PERSONS WORKING ON SITE OF EXISTING UTILITIES. CONTRACTOR SHALL LOCATE AND IDENTIFY ACTIVE UTILITY
SERVICES AND TEMPORARY DE-ACTIVATE THEM WHEN THEY CONSTITUTE A HAZARD. LOCATION OF GAS, ELECTRIC AND WATER METERS TO CONFORM WITH UTILITY COMPANY REQUIREMENTS.
7. PROTECT EXISTING CONSTRUCTION FINISHES, ADJACENT PROPERTY, PLANTING AND TREES. PROTECT THE WORK FROM RAIN AND OTHER NATURAL ELEMENTS.
REPAIR, REFINISH, OR REPLACE ANY ITEMS DAMAGED DURING CONSTRUCTION.
8. TEMPORARY ELECTRIC AND WATER SERVICES FURNISHED AND PAID FOR BY THE CONTRACTOR.
9. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET IN ACCORDANCE WITH LOCAL ORDINANCES IF NO EXISTING TOILET AVAILABLE ON SITE.
10. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT HIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE DESIGNER HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGNER.
2x CONT. PLATE
PRESSURE TREATED
OR CALIF. REDWOOD
0.145" DIA. x 3" SHOT PINS
@ 4'-0" O.C. MAX.
ITW-RAMSET "1500" (I.C.C.
#ESR-1799) OR EQ.
5/8" +/- GYP. BD. CEMENT
BACKER BD & TILE
EXISTING 2x CLG.
JOIST @ 16" O.C.
NEW 2"x CONTINOUS
BLOCKING
DOUBLE 2x TOP PLATE
NEW CEILING
2x4 @ 16" O.C. WOOD
STUDS.
(2x6 WHERE NOTED)
6" THICK CONCRETE
2ND FLOOR SLAB
(N) SIMPSON CLIP
"STC" @ 4'-0" O.C.
VERTICAL
SLOTTED HOLES
(N) 3-16d EA. END
NEW C.J.
(N) 2x BLOCKING
AT 4'-0" O.C.
(N) 2-2x PLATES
(N) STUDS @ 16" O.C.
(N) FINISH
CEILING JOISTS
PERPEN. TO WALL
(E) C.J. @ 16" O.C.
(N) "STC" CLIP
@ 4'-0" O.C.
1" GAP
1" GAP
NOTE: LOCATE NAILS AT TOP OF SLOTTED HOLES OF CLIP "STC" 1 1/2"
NEW 5/8" GYP. BD.
NEW 2x4 PLATE
CONT. PRESSURE
TREATED W/ 1/4" DIA X 3"
SHOT PIN @ 32" O.C. TYP.
(ITW-RAMSET 1524 SDB)
NEW 2x4 STUDS
@ 16" O.C.
CONCRETE FLOOR
*
* USE 2X6 STUDS AT PLUMBING WALLS AND WHERE HEIGHT EXCEEDS 10 FT.
EA. END
2 -2x TOP PLATES
(MAY BE OMITTED IF WALL HAS
PLYWOOD)
1x6 LET-IN BRACE @ 25' +/- & ENDS 3-8d
EA. END TO PLATE 2-8d TO EA. STUD
LINTEL
DOOR
TRIMMER
FLOOR
LINE
LINTEL
TRIMMER
2 x SILL
SPLICE
3-20d
TYP.
16d @
12" O.C.
WINDOW
2x STUDS
@ 16" O.C.
6-16d
TYP. SPLICE
4'-0" MIN. LAP
"A34" F.A." TYP. AT
EXTERIOR
OPENINGS EXCEPT
WHERE HOLDOWN
OCCURS
BOTTOM PLATE
LINTEL SIZE SCHEDULE
4" STUDS 6" STUDS MAX ALLOW SPANS TRIMMER
4x4
4x6
4x8
4x10
4x12
4x6
6x6
6x8
6x10
6x12
4'-0"
6'-0"
8'-0"
10'-0"
12'-0"
UNLESS
OTHERWISE
NOTED OR
DETAILED
2x MIN.
2x MIN.
3x MIN.
3x MIN.
4x MIN.
2X STUD WALL
5/8" MOISTURE RESISTANT
HIGH IMPACT GYP. BD.
4X SOLID BLOCKING.
ATTACH TO WOOD STUD
W/ A34 @ TOP AND BOTTOM
@ EACH END
NOTCHES WITHIN 1/3 SPAN EACH END
THIRD OF SPAN BUT BORED HOLES ARE PERMITTED
NOTCHES NOT PERMITTED WITHIN MIDDLE BORED HOLES ALSO PERMITTED 2 x SOLID BLOCKING
(EXCEPT WHERE ENDS OF JOISTS
ARE NAILED TO A HEADER, BAND
OR RIM JOIST OR TO ANY ADJOINING
STUD)
D/3
MAX.
2" MIN.
D/6
MAX.
D/4
MAX.
NOTCH AT END
JOISTS DEPTH "D"
FLOOR JOIST
D/6
MAX.
D/3
MAX.
2" MIN.
BORED HOLES - MAXIMUM SIZE HOLE.
40% OF WIDTH
2 x 4 - 1.4" (1 3/8") DIA. HOLE
2 x 6 - 2.2" (2 3/16") DIA. HOLE
BORED HOLES IN DOUBLE STUDS - MAXIMUM
SIZE HOLE IN DOUBLE STUDS - 60% OF WIDTH
NO MORE THAN TWO ADJOINING DOUBLE
STUDS TO BE BORED.
2 x 4 - 2.1" (2 1/8") DIA. HOLE
2 x 6 - 3.3" ( 3 5/16") DIA. HOLE
NOTCHES - MAXIMUM DEPTH 25% OF WIDTH
2 x 4 - .87" (7/8") DEEP NOTCH
2 x 6 - 1.37" (1 3/8") DEEP NOTCH
*
* 5/8" MIN.
EDGE
DISTANCE
STUD
EXTERIOR WALLS AND BEARING WALLS
NOTE: BORED HOLES AND NOTCH DETAILS APPLY TO NEW AND EXISTING WALLS BORED HOLES - MAXIMUM SIZE HOLE.
60% IF WIDTH
2 x 4 - 2.1" (2 1/8") DIA. HOLE
2 x 6 - 3.3" (3 5/16") DIA. HOLE.
NOTCHES - MAXIMUM DEPTH.
40% IF WIDTH
2 x 4 - 1.4" (1 3/8") DEEP NOTCH
2 x 6 - 2.2" (2 3/16") DEEP NOTCH
* PORTION OF STUD REMAINING AT NOTCHES
OR HOLES SHALL BE SOUND WOOD WITHOUT
EXCESSIVE STRENGTH-REDUCING
PROPERTIES SUCH AS KNOTS, BREAKS, SPUTS
EXCESSIVE SLOPE OF GRAIN. ETC.
STUD
* 5/8" MIN.
EDGE
DISTANCE
*
WIDTH
Edward
Lok Ng
C-16840
REN.11/30/23
LICENSED ARCHITECT
STATE OF CA L I FORNIA
Client:
Consultant:
CAD Draft:
Architect:
Engineer:
Job Number:
Date Issue:
Client:
Designer: Architecture
Interiors
Planning
1511 Cota Ave. Long Beach, CA 90813 Tel. 562-912-7900
These drawings and accompanying, as instruments of service, are the exclusive property of the Architect and their use and publication shall be restricted to the original site for which they were prepared. Re-use, reproduction or publication by any method, in whole or part, is prohibited by written permission from the Architect. Title to these plans and specifications shall remain with the Architect without prejudice, and visual with them shall constitute prima facie eveidence of acceptance of these restrictions. 9/22/2023 12:59:51 PM
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached.rvt 115 S. TAYLOR, MONTEBELLO, 90640
A5.2
3002
1-27-2022
MONTEBELLO
JS
JS
LN
SENIOR CENTER RENOVATION
MONTEBELLO SENIOR CENTER
CITY OF MONTEBELLO
DETAILS
Approver
CARPENTRY
CONCRETE
REINFORCED STEEL
MASONRY
NAILING SCHEDULE
GENERAL
STRUCTURAL NOTES
18TYPICAL STUD WALL
13NON BEARING WALL
14NON-STRUCTURAL WALL
9FRAMING DETAIL
10BLOCKING AT WALL
1" = 1'-0"16 CUTTING, NOTCHING AND BORING
1" = 1'-0"15 EXT. BEARING WALL
1" = 1'-0"11 INT. NON BEARING
(MINIMUM)
10 30
NO.
REVISION
DATE
ISSUED
ITEM # 24
CITY OF MONTEBELLO
CITY COUNCIL AGENDA STAFF REPORT
TO: Honorable Mayor and City Council Members
FROM: Arlene Salazar, Acting City Manager
BY: Rita Montalvo, Acting Director
SUBJECT: APPROVAL OF COOPERATIVE AGREEMENT NO. 4160 WITH LOS
ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS FOR
WASHINGTON BOULEVARD TRAFFIC SIGNAL SYNCHRONIZATION
PROGRAM (TSSP)
DATE: November 8, 2023
RECOMMENDATION(S):
It is recommended that the City Council:
1. Approve Agreement No. 4160 (Attachment A) with the Los Angeles County Department of Public Works for the Washington Boulevard Traffic Signal Synchronization Program (TSSP); and
2. Authorize the Acting City Manager to execute the Agreement on behalf of the City; and
3. Amend the Fiscal Year 2023-24 budget by allocating unprogrammed funds in fund 215 (Proposition C) by increasing appropriations by $559,800 (Account No. 215-99-7116, Proposition C, Improvements other than Building); and
4. Take such additional, related action that may be desirable.
FISCAL IMPACT:
The Los Angeles County Metropolitan Transportation Authority (Metro) is providing a Grant in the amount of $1,856,400 to the Los Angeles County Department of Public Works (LACDPW) that will help fund a portion of the Washington Boulevard Traffic Signal Synchronization Project (TSSP). The total cost of the project is estimated to be $3,640,100. The City’s contribution to the project is $978,600 and will be covered by a Metro grant for the City’s portion of $286,800, the LACDPW Contribution of $132,000, and a local match contribution from the City using Proposition C Metro Local Return Funds of $559,800.
CITY COUNCIL AGENDA REPORT - MEETING OF NOVEMBER 8, 2023
It is recommended that the City Council approve a budget amendment to the Fiscal Year 2023-24 budget allocating funds for the project in the amount of $559,800 in unprogrammed Proposition C funds (Fund 215) to cover the City’s contribution (Account No. 215-99-7116, Proposition C, Improvements Other than Building)
BACKGROUND/DISCUSSION:
On January 28, 2009, the City executed Agreement No. 2508 (Attachment B) with LACDPW for the TSSP project. At that time, the project included Paramount Boulevard from Arroyo Drive to Montebello Boulevard, Montebello Boulevard from Paramount Boulevard to 5 Freeway, Beverly Boulevard from Simmons Avenue to Rea Drive, Garfield Avenue from Pomona Boulevard to Allston Street, and Telegraph Road from Church Road to Slauson Avenue.
On April 10, 2023, the City Council approved Amendment No.1 to Agreement 2508 (Attachment B). The Amendment consisted of revising the scope of work of the TSSP project to include the following new arterials:
1. Washington Boulevard from Vail Avenue to Bluff Road
2. Whittier Boulevard from Garfield Avenue to Van Norman Road
3. Olympic Boulevard from Vail Avenue to Montebello Boulevard
4. Slauson Avenue from Telegraph Road to Chapin Road
This new Agreement No. 4160 defines the funding contributions for the Washington Boulevard portion of the project from Metro grant funds, LACDPW’s contribution, and the City’s contribution as described in the Fiscal Impacts section of this Agenda Report. The City’s contribution pays for improvements requested by the City during the plan check process that are not eligible for grant reimbursement.
ENVIRONMENTAL:
N/A
ANALYSIS:
N/A
SUMMARY:
Staff is recommending that the City Council approve Agreement No. 4160 and amend the Fiscal Year 2023-24 budget by increasing appropriations by $559,800 in unprogrammed funds in Fund 215 (Proposition C) to cover the City’s contribution (Account No. 215-99-7116, Proposition C, Improvements other than Building)
ATTACHMENT(S)
1. Attachment A - Agreement No.4160
2. Attachment B - Agreement No. 2508 and Amendments
CITY COUNCIL AGENDA REPORT - MEETING OF NOVEMBER 8, 2023
NEXT STEPS:
N/A
A G R E E M E N T
THIS AGREEMENT, made and entered into by and between the CITY O F MONTEBELLO, a municipal corporation in the County of Los Angeles, hereinafter referred to as CITY, and the COUNTY OF LOS ANGELES, a political subdivision of the State of California (hereinafter referred to as COUNTY):
W I T N E S S E T H
WHEREAS, to assist in the traffi c flow, CITY, the City of Pico Rivera, the City of Whittier, City of Commerce, City of Santa Fe Springs, and COUNTY desire to modify and synchronize the traffic signals along Washington Boulevard from Atlantic Boulevard to Whittier Boulevard, a portion of which is within CITY, and which work is hereinafter referred to as PROJECT; and
WHEREAS, the proposed improvements are jurisdictionally shared between CITY, the City of Pico Rivera, t he City of Whittier, the City o f Commerce, the City of Santa Fe Springs, and COUNTY, and separate agreements between the City of Pico Rivera and COUNTY, the City of Commerce and COUNTY, and th e City of Santa Fe Springs and COUNTY are being executed covering the por tions of PROJECT within the jurisdictions of City of Pico Rivera, the C ity of Commerce, and the City of Santa Fe Springs; and
WHEREAS, PROJECT is within the shared geographica l boundaries o f CITY, the City of Pico Rivera, t he City of Whittier, the City o f Commerce, the City of Santa Fe Springs, and COUNTY; and
WHEREAS, PROJECT is of general interest to CITY, the City of Pi co Rivera, the City of Whittier, the City of Commerce, the City of Santa Fe Springs, and COUNTY;
and WHEREAS, CITY and COUNTY previously executed an Agreement on January 28, 2009, to memorializ e their understanding regarding their relative rights, obligations, and duties with respect to the County's Tr affic Signal Synchronization Program (hereinafter referred to as TSSP Agreement); and
WHEREAS, PROJECT is include d in the TSSP Agreement; and
WHEREAS, for the purpose of p roviding funding for PROJECT, COUNTY, as lead agency, on December 21, 2017, entered into an amended M emorandum of Understanding No. P00F1312 (MOU) with the Los Angeles County Metropolitan Transportation Authority (Metro); and
WHEREAS, COUNTY is willing to u tilize and share with CITY the f unding provided for in COUNTY/Metro MOU P00F1312 to finance a portion of COST OF PROJECT; and
WHEREAS, COST OF PROJECT includes the COST OF PRELIMINARY ENGINEERING, COST OF CONSTRUCTION CONTRACT, and COST OF CONSTRUCTION ADMINISTRATION; and
WHEREAS, the total COST OF PROJECT is currently estimated to be Three Million Six Hundred Forty Thousand One Hundred Dollars ($3,640,100); and
WHEREAS, under the MOU, Metro will provide to COUNTY a grant (GRANT) of up to a maximum o f One Million Eight Hundred Fifty S ix Thousand Four Hundred Dollars ($1,856,400.00) for PROJECT; and
WHEREAS, allocation of the Metro grant is currently estimated to be, Two Hundred Eighty Six Thousand Eight Hundred and 00/100 Dollars ($ 286,800.00) towards CITY's jurisdictional s hare, Eight Hundred Seventy Nine Thousand and 00/100 Dollars ($879,000.00) towards COUNTY's jurisdictional sh are, One Hundred Sixty Five Thousand Six Hundred and 00/100 Dollars ($16 5,600.00) towards the Commerce's jurisdictional share, Two Hundred Eighty Two Thousand Four Hundred and 00/100 Dollars ($282,400.00) towards City of P ico Rivera’s jurisdictional share, Two Hundr ed Thirty Seven Thousand Four Hu ndred and 00/100 Dollars ($237,400.00) towards City of Santa Fe Springs’s jurisdictional share, and Five Thousand Two Hundred and 00/100 Dollars ($5,200.00) towards the City of Whittier’s jurisdictional share.
WHEREAS, CITY is willing to finance its jurisdictional share o f COST OF PROJECT currently estimated to be Nine Hundred Seventy Eight Th ousand Six Hundred and 00/100 Dollars ($978,600. 00) by claiming its share of COUNTY/Metro grant funds, currently estimated to be Two Hundred Eighty Six Thousand Eight Hundred and 00/100 Dollars ($286,800.00) and contributing other CITY funds in the amount of Five Hundred Fifty Nine Thousand Eight Hundred and 00/100 Dollars ($559,800.00) to finance a portion of the COST OF PROJECT; and
WHEREAS, COUNTY agrees to cont ribute One Hundred Thirty-Two Thousand and 00/100 Dollars ($132,000.00) to finance a portion of CITY’s COST OF PROJECT; and
WHEREAS, CITY agrees to contri bute funds in the amount of Five Hundred Fifty Nine Thousand Eight Hundred and 00/100 Dollars ($559,800.00) to finance a portion of the COST OF PROJECT; and
WHEREAS, CITY'S estimated share i s t h e s u m o f t h e c o s t s o f a c tual quantities of construction contract items utilized within CITY jurisdiction plus thirty (30) percent of that for PRELIMI NARY ENGINEERING cost, twenty ( 20) percent of that for CONSTRUCTION ADMINISTRATION cost, twenty (20) percent of that for contingencies, and four (4) percent of combined costs of PR ELIMINARY ENGINEERING and CONSTRUCTION ADM INISTRATION towards contract ci ty liability trust fund altogether e stimated to be Nine Hundred Se venty Eight Thousand Six Hundred and 00/100 Dollars ($978,600.00); and
WHEREAS, BASIC TRAFFIC SIGNAL TIMING involves the timing parameters for the general operation of a traffic signal, which typically include, but is not limited to, defining the p hases, attributes and timing v alues for each permitted phase, pedestrian movement, and assigning detection; and
WHEREAS, COORDINATION TRAFFIC SIGNAL TIMING involves the timing parameters that allow mult iple traffic signals to be syn chronized with each other, which typically include defining coordination cycle lengths, offsets and time of day operations for each traffic signal coordination plan; and
WHEREAS, COUNTY agrees to be responsible to perform or cause to be performed the PRELIMINARY ENGINEER ING, solicitation of construc tion bids and award of CONSTRUCTION CONTRACT, and CONSTRUCTION
ADMINISTRATION for PROJECT; and
WHEREAS, COUNTY agrees to be responsible to perform or cause to be performed the equipment and system testing and develop and impl ement the BASIC TRAFFIC SIGNAL TIMING and COORDINATION TRAFFIC SIGNAL TIMING for PROJECT; and
WHEREAS, such a proposal is authorized and provided for by the provisions of Sections 6500 and 23004, et seq., of the Governme nt Code and Sections 1685 and 1803 of the California Streets and Highways Code.
NOW, THEREFORE, in consideration of the mutual benefits to be d erived by CITY and COUNTY and of the prom ises herein contained, it is hereby agreed as follows:
(1) DEFINITIONS:
a. The term JURISDICTION, as refe rred to in this AGREEMENT, shall be defined as the area within the jurisdictional boundary of each governmental entity party to this AGREEMENT.
b. PRELIMINARY ENGINEERING, as r eferred to in this AGREEMENT, shall consist of environmental findings and approvals/permits; design survey; soils report; traffic index and geotechnical investigat ion; preparation of plans, specificat ions, and cost estimates; right -of-way engineering; utility engineering; and all other necessary work prior to advertising of PROJECT for construction bids.
c. COST OF CONSTRUCTION CONTRACT, as referred to in this AGREEMENT, shall consist of the actual payments to the construc tion contractor(s) for PROJECT and t he total of all payments to util ity companies or contractor(s) for the relocation of facilities nec essary for the construction of PROJECT, and the cost of any additional unforeseen work that is necessary for the construction of PROJECT.
d. CONSTRUCTION ADMINISTRAT ION as referred to in this
AGREEMENT shall consist of constr uction contract administration , construction inspection, material s testing, construction survey , traffic detour, signing and striping, const ruction engineering, utility relocation and coordination matters, changes and modifications of plans an d specifications for PROJECT necessitated by unforeseen or unforeseeable field conditions enc ountered during construction of PROJECT, construction contingencies, and all other necessary wo rk after advertising of PROJECT for construction bids to cause PROJECT to be constructed in accordance with said plans and specificati ons approved by CITY and COUNTY.
e. COST OF PROJECT, as referred to in this AGREEMENT, shall con sist of the COST OF CONSTRUCTION CONTRACT and costs of
PRELIMINARY ENGINEERI NG, CONSTRUCTION
ADMINISTRATION, BASIC TRAFFIC SIGNAL TIMING, and
COORDINATION TRAFFIC SIGNAL TIMING for traffic signals within PROJECT limits, right-of-way acquisition and clearance matters, and all other work and materials necessary to construct PROJECT in accordance with the approved plans and shall include currently effective percentages added to total salar ies, wages, and equipment costs t o cover overhead, administration, and depreciation in connection with any or all of the aforementioned items.
f. Completion of PROJECT as refe rred to in this AGREEMENT shall be defined as the date of field acceptance of construction of PROJECT by COUNTY and an electronic notification to CITY'S City Manager that the improvements within CITY'S JURI SDICTION are completed and transferred to CITY for purpose of operation and maintenance.
(2) CITY AGREES:
a. To finance CITY’S share of CO ST OF PROJECT, the actual amount of which is to be determined by a f inal accounting, pursuant to paragraph (4) d., below.
b. To deposit with COUNTY, followi ng execution of this AGREEMENT and upon demand by COUNTY, CITY funds in the amount of Five Hundred Fifty Nine Thousand Eight Hund red and 00/100 Dollars ($559,800. 00) hereinafter referred as CITY’S PAYMENT. Said demand will consis t of a billing invoice prepared by COUNTY and delivered to CITY.
c. To obtain and grant to COUNTY any necessary temporary right of way within CITY for the construction of PROJECT at no cost to COUNTY.
d. To issue to COUNTY a no-fee permit(s) authorizing COUNTY to construct those portions of PROJECT with CITY highway right of way
on condition that the COUNTY'S c ontractor meets the insurance requirements as required and approved by the CITY’s Risk Manager.
e. To cooperate with COUNTY in c onducting negotiations with and, where appropriate, issue notices to pub lic utilities and owners of su bstructure and overhead facilities regarding the relocation, removal, operation, and maintenance of all surface and underground utilities and facili ties, structures, and transportation serv ices, which interfere with t he proposed construction. Where utilit ies have been installed in CITY streets or on CITY property, CITY will provide the necessary right of way for the relocation of those ut ilities and facilities that inter fere with the construction of PROJECT. CITY will take all necessary steps to grant, transfer, or assign all prior rights over utility companies and owners of substructure and overhead facilities when necessary to construc t, complete, and maintain PROJECT.
f. To authorize COUNTY to repr esent CITY pursuant to this AGREEMENT, in negotiations perta ining to the advertisement of PROJECT for construction bids, aw ard, and administration of the construction contract and in all things necessary and proper to complete PROJECT.
g. Upon completion of PROJECT: (1) to accept full and complete ownership of, and responsibility for, the PROJECT; and (2) to m aintain in good condition and at CITY expense all improvements constructed as part of PROJECT within CITY'S J URISDICTION, including the BASIC TRAFFIC SIGNAL TIMING and the COORDINATION TRAFFIC
SIGNAL TIMING to support synchronization of traffic signals on Beverly Boulevard.
(3) COUNTY AGREES:
a. To perform or cause to be perf ormed the preliminary engineer ing, contract administration, constr uction inspection and engineerin g, utility engineering and relocation, traff ic detour, BASIC TRAFFIC SIGNA L TIMING, TRAFFIC SIGNAL COORDINATION TIMING, and final signing and striping for PROJECT.
b. To act as lead agency, prepare the necessary environmental documents, and make the required environmental findings for PROJECT pursuant to the California Environmental Quality Act.
c. To contribute toward CITY'S share of COST OF PROJECT, curren tly estimated to be One Hundred Thirty-Two Thousand and 00/100 Dollars ($132,000.00).
d. To submit an invoice to CIT Y in the amount of Five Hundred F ifty-Nine Thousand Eight Hundred and 00/100 Dollars ($559,800.00) upon adoption of this AGREEMENT by COUNTY.
e. To obtain CITY'S approval of plans for PROJECT prior to advertising for construction bids.
f. To advertise PROJECT for cons truction bids, to award and to administer the construction contract, and to act on behalf of CITY in all negotiations pertaining thereto.
g. To administer the design and construction of PROJECT in acco rdance with all regulations and requirements of Metro relating to the expenditure of Proposition C Local Return f unds and Proposition C Twenty-fi ve Percent (25%) Discretionary funds and Memorandum of Understanding No. P00F1312 between COUNTY and Metro. COUNTY'S records for PROJECT shall be open to inspection and subject to audit and reproduction by COUNTY and Metro, or any of their duly authoriz ed representatives, and shall be retained by COUNTY for a period o f not less than seven (7) years after final payment to contractor(s) for PROJECT.
h. To ensure that CITY and all officers and employees of CITY are named as additional insured parties under the construction contractor 's(s') Contractor's General Liability and automobile insurance policies.
i. To furnish to CITY, within one hundred eighty (180) calendar days after final Board acceptance of PROJECT, a final accounting of the actual CITY’S share of COST OF PROJECT including an itemization of actual unit costs and actual contract quant ities, as specified in para graph (3) a., above.
j. To perform or cause to be performed the equipment and system testing and to develop and implement the BASIC TRAFFIC SIGNAL TIMING and COORDINATION TRAFFIC SIGNAL TIMING for the PROJECT.
k. To return any unexpended CITY funds if COUNTY fails to compl ete all or a portion of PROJECT within CITY’S JURISDICTION.
(4) IT IS MUTUALLY UNDERSTOOD AND AGREED AS FOLLOWS:
a. Nothing in this AGREEMENT i s intended to alter TSSP Agreement.
b. The financial obligations of COUNTY pursuant to this AGREEMENT are conditional upon COUNTY obtaining reimbursement from Metro pursuant to Memorandum of Under standing No. P00F1312 between COUNTY and Metro. If COUNTY and/or Metro fails to provide its financial contribution, then COUNTY shall refund CITY'S payment within
ninety (90) calendar days after notice from Metro to COUNTY that Metro funds are not available.
c. The final accounting of the actual total COST OF PROJECT sha ll allocate said total cost between CITY and COUNTY based on the previously agreed upon improvem ents and/or work completed. Thus , the cost of all work or improvements (including all engineering , administration, and all other cos ts incidental to PROJECT work) , previously agreed upon as CITY’S share of the COST OF PROJECT, shall be borne by CITY. The cost of all work or improvements (including all engineering, administration, and all other costs incidental t o PROJECT work), previously agreed upon as COUNTY’S share of the COST OF PROJECT, shall be borne by COUNTY.
d. That if at final accounting CITY’S share of COST OF PROJECT exceeds CITY’S PAYMENT, as set forth in paragraph (2) a., above, CITY s hall pay to COUNTY the additional a mount upon demand. Said demand shall consist of a billing invoice prepared by COUNTY. Conversely, if the CITY'S share is less than CITY'S PAYMENT, COUNTY shall refund the difference to CITY without further action by CITY.
e. That if CITY'S PAYMENT, as se t forth in paragraph (2) a., above is not delivered to COUNTY office, which is described on the billing i nvoice prepared by COUNTY within sixty ( 60) calendar days after the da te of said invoice, notwithstanding the provisions of Government Code Section 907, COUNTY may satisfy such indebtedness, including interest thereon, from any funds of CITY on deposit with COUNTY after gi ving notice to CITY of COUNTY'S intention to do so.
f. CITY shall review the final accounting invoice prepared by COUNTY and report in writing any discrepancies to COUNTY within sixty (60) calendar days after the date of said invoice. Undisputed charges shall be paid by CITY to COUNTY within sixty (60) calendar days after the date o f said invoice. COUNTY shall review all disputed charges and submit a written justification detailing the basis for those charges within sixt y (60) calendar days of receipt of CITY'S written report. CITY shall then make payment of the previously disput ed charges or submit justificat ion for nonpayment within sixty (60) calendar days after the date of COUNTY'S written justification.
g. COUNTY at any time may, at its sole discretion, designate an alternative payment mailing address and an alternative schedule for payment o f CITY funds if applicable. CITY shall be notified of such change s by invoice prepared by COUNTY and delivered to CITY.
h. During construction of PROJECT, COUNTY shall furnish an insp ector or other representative to perform the functions of an inspecto r. CITY may also furnish, at no cost to COUNTY, an inspector or other
representative to inspect construction of the PROJECT. CITY shall have no obligation to inspect the PROJECT and no liability shall be attributable as a result of CITY'S inspection or failure to ins pect. Said inspectors shall cooperate and consult with each other, but the orders of COUNTY inspector to the contractor or any other person in charge of construction shall prevail and be final, and COUNTY inspector s hall be responsible for the proper inspection of PROJECT as needed.
i. This AGREEMENT may be amended or modified only by mutual written consent of COUNTY and CITY. Am endments and modifications of a nonmaterial nature may be made by the mutual written consent of the parties.
j. Any correspondence, communication, or contact concerning thi s AGREEMENT shall be directed to the following:
CITY: Mrs. Rita Montalvo
Acting Director of Public Works
C i t y o f M o n t ebello
1600 W Beverly Boulevard
M o n t ebello, CA 90640
COUNTY: Mr. Mark Pestrella
Director of Public Works
Los Angeles County Public Works
P.O. Box 1460
Alhambra, CA 91802-1460
k. COUNTY and CITY acknowledge and recognize that the improvements contemplated by this AGREEMENT pr ovide significant regional and local benefits with respect to reducing traffic congestion. COUNTY and CITY further acknowledge and recognize that the cost of defendi ng claims and lawsuit arising from the improvements contemplated b y this AGREEMENT is paid for by public monies and both parties share a n interest in reducing the amount of public monies spent on defen ding claims and lawsuits where possibl e without prejudicing their re spective defenses.
l. In the event that a claim l awsuit is brought against COUNTY and CITY based on the allegation that the design, construction, maintena nce, or operation of the improvements constructed under this AGREEMENT proximately caused injuries or damage, COUNTY and CITY agree to cooperate as much as possible with respect to defending the cla im or lawsuit without causing prejudice to their respective defenses to the claim or lawsuit. Upon receipt of the claim or lawsuit, the COUNTY and CITY, through their respective agents if appropriate, shall pro mptly investigate the matter. COUNTY and CITY shall then meet and co nfer
promptly regarding whether a joint defense is appropriate or if one party should tender its defense and indemnification to the other party.
m. Neither COUNTY nor any officer or employee of COUNTY shall b e responsible for any damage or liability occurring by reason of any act or omission on the part of CITY under or in connection with any wo rk, authority, or jurisdiction delegated to, assumed by, or determi ned to be the responsibility of CITY under this AGREEMENT. It is also understood and agreed that, pursuant to Gove rnment Code, Section 895.4, CI TY shall fully indemnify, defend, and hold COUNTY harmless from an y liability imposed for injury (as defined by Government Code, Se ction 810.8) occurring by reason of any act or omission on the part o f CITY under or in connection with any work, authority, or jurisdiction delegated to or determined to be the responsibility of CITY under this AGREEMENT. Where liability for in jury (as defined by Governmen t Code, Section 810.8) is sought t o be imposed under Section 830, e t seq., of the Government Code for a dangerous condition of prope rty owned by or under the control of CITY, CITY shall fully defend, indemnify, and hold COUNTY harmless from any and all liability arising from such dangerous condition.
n. Neither CITY nor any officer or employee of CITY shall be re sponsible for any damage or liability occurring by reason of any act or omission on the part of COUNTY under or in connection with any work, authority, or jurisdiction delegated to or det ermined to be the responsibilit y of COUNTY under this AGREEMENT. It is also understood and agreed that, pursuant to Government Code, Section 895.4, COUNTY shall fully indemnify, defend, and hold CITY harmless from any liability im posed for injury (as defined by Government Code, Section 810.8) occurring by reason of any act or omission on the part of COUNTY under or in connection with any work, authorit y, or jurisdiction delegated to or determined to be the responsib ility of COUNTY under this AGREEMENT.
o. It is understood and agreed that the provisions of Assumption of Liability Agreement No. 32070 between CITY and COUNTY, adopted by the Board of Supervisors on December 27, 1977, and currently in effect, are inapplicable to this AGREEMENT.
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IN WITNESS WHEREOF, the parties hereto have caused this AGREEMENT to be executed by their respective officers, duly aut horized, by the CITY OF MONTEBELLO on , 2023, and by the COUNTY OF LOS ANGELES on , 2023.
C O U N T Y O F L O S A N G E L E S
B y ________________________
Director of Public Works
APPROVED AS TO FORM:
DAWYN R. HARRISON
County Counsel
By______________________
Deputy
C I T Y O F M O N T E B E L L O
B y ________________________
Acting City Manager
A T T E S T : A P P R O V E D A S T O F O R M :
By __________________________ By_______ _________________ City Clerk City Attorney
SP:\TSM\TRA\TSSP/2009 Call/GW/Beverly Bl TSSP/8 Cost Estimate/Funding Agreements
WILLIAM T FUJIOKA
Chief Executive Officer
May 13,2008
:-.,/L1/1["To Enrich Lives Through Effective And Caring Service" County of Los Angeles
CHIEF EXECUTIVE OFFICE
713 KENNETH HAHN HALL OF ADMINISTRATION
LOS ANGELES, CALIFORNIA 90012
(213) 974-1101
http://ceofacounty.gov
ADOPTED
BOARD OF SUPERVISORS
COUNTY Or Los 4100E11.5
36 MAY 1 3 2008
DEPARTMENT OF PUBLIC WORKS:
TRAFFIC SIGNAL SYNCHRONIZATION PROGRAM
CITY-COUNTY COOPERATIVE AGREEMENTS
(SUPERVISORIAL DISTRICTS 1, 2, 4, AND 5)
(3 VOTES)
The Honorable Board of SuperV
County of Los Angeles SACHI A. I1AMAI
EXECUTIVE OFFICER383 Kenneth Hahn Hall of Administration 500 West Temple Street
Los Angeles, CA 90012
Dear Supervisors:
Board of Supervisors
GLORIA MOLINA
First District
YVONNE B. BURKE
Second District
ZEV YAROSLAVSKY
Third District
DON KNABE
Fourth District
MICHAEL D. ANTONOVICH
Fifth District
SUBJECT
This action is to approve and authorize the Acting Director of Public Works or his designee to execute Cooperative Agreements between the County of Los Angeles and the Cities of Azusa, Montebello, Rosemead, Santa Fe Springs, South Gate, Linwood, Bellflower, Norwalk, Torrance, and West Covina to participate in the County's Traffic Signal Synchronization Program.
IT IS RECOMMENDED THAT YOUR BOARD:
Approve and authorize the Acting Director of Public Works or his designee to execute Cooperative Agreements between the County of Los Angeles and the Cities of Azusa, Rosemead, Santa Fe Springs, South Gate, Lynwood, Bellflower, Norwalk, orrance, and West Covina to participate in the County's Traffic Signal Synchronization Program. Each agreement describes the roles and responsibilities of each City and the County in carrying out traffic signal synchronization projects on the stated arterials.
The Honorable Board of Supervisors
May 13, 2008
PURPOSE/JUSTIFICATION OF RECOMMENDED ACTION
The purpose of the recommended action is to formalize the roles and responsibilities associated with the operation of traffic signals upon completion of the Department of Public Works' traffic signal synchronization construction projects. The stated arterials in the agreements cover a combination of completed projects, projects underway, and projects nearly ready to begin.
Implementation of Strategic Plan Goals
The Countywide Strategic Plan directs that we provide Service Excellence (Goal 1) as the clarification of roles and responsibilities for traffic signal synchronization projects will improve efficiency, quality, and responsiveness of County transportation services to all residents.
FISCAL IMPACT/FINANCING
There will be no impact to the County General Fund.
FACTS AND PROVISIONS/LEGAL REQUIREMENTS
The attached agreements, which have been approved as to form by County Counsel, provide for the County of Los Angeles and the Cities of Azusa, Montebello, Rosemead, Santa Fe Springs, South Gate, Lynwood, Bellflower, Norwalk, Torrance, and West Covina to adhere to stated responsibilities involved in Traffic Signal Synchronization Program (TSSP) projects.
Since 1988, the Department of Public Works has administered TSSP projects, which have provided a means to coordinate synchronization between arterials of regional significance. TSSP projects improve traffic signal operation by upgrading each traffic signal to Federal and State standards. With each project, we typically install additional vehicle detection to enable each intersection to operate as a fully traffic actuated signalized intersection. In addition, appropriate components are also installed to enable each signal to utilize time-based coordination resulting in the synchronization of a series of signals along an arterial route. These improvements have provided congestion relief and substantially increased mobility through reduced travel times.
The Honorable Board of Supervisors
May 13, 2008
The intent of these agreements is to document the roles and responsibilities of each City and the County when entering into TSSP projects and to confirm the associated liabilities of each agency. Nothing in these agreements will alter the current roles and responsibilities of the County and the Cities in operating and maintaining the traffic signals and signal systems within their respective jurisdiction. The effective date of each agreement, with respect to each stated arterial, is upon the installation of traffic signal timing for individual intersections.
ENVIRONMENTAL DOCUMENTATION
In accordance with Section 15378(b)(4) of the California Environmental Quality Act (CEQA) Guidelines, approval of the recommended action does not constitute a project and, hence, is not subject to the requirements of CEQA.
I MPACT ON CURRENT SERVICES (OR PROJECTS)
There will be no impact on current County services or projects during the performance of the recommended services.
CONCLUSION
Please return one adopted copy of this letter to the Department of Public Works, Traffic and Lighting Division. After final approval by our Acting Director of Public Works or his designee we will provide you with fully executed original copies for your files.
Respectfully submitted,
dierWILLIAM T FUJIOKA
Chief Executive Officer
WTF:DDE
WJW:pc
Attachments (10)
c: County Counsel (Warren Welien)
051308 PW_#15 (Traffic Signal Synchronization Program).doc
AGREEMENT 2508
o 05 13 b 6C,
COUNTY ORIGINAL
AGREEMENT
This AGREEMENT, made and entered into by and between the CITY OF MONTEBELLO, a municipal corporation in the County of Los Angeles, hereinafter referred to as CITY, and the COUNTY OF LOS ANGELES, a political subdivision of the State of California, hereinafter referred to as COUNTY:
WITNESSETH
WHEREAS, Paramount Boulevard from Arroyo Drive to Montebello Boulevard, Montebello Boulevard from Paramount Boulevard to 5 Freeway, Beverly Boulevard from Simmons Avenue to Rea Drive, Garfield Avenue from Pomona Boulevard to Allston Street, and Telegraph Road from Church Road to Slauson Avenue, hereinafter referred to as ARTERIALS, are roadways that are or will soon become a part of the County's Traffic Signal Synchronization Program (hereinafter referred to as TSSP); and WHEREAS, CITY and COUNTY are each responsible for their jurisdictional portion of the operation and maintenance of the traffic signals and signal systems along each of the ARTERIALS;
WHEREAS, CITY and COUNTY have previously cooperated, in carrying out traffic signal synchronization projects on ARTERIALS; and
WHEREAS, COUNTY and CITY desire to memorialize their understanding regarding their relative rights, obligations, and duties with respect to the TSSP.
NOW, THEREFORE, in consideration of the mutual benefits to be derived by CITY and COUNTY and of the promises herein contained, it is hereby agreed as follows:
(1) CITY AGREES:
a. Nothing in this AGREEMENT shall be construed as changing the role of CITY in operating and maintaining the traffic signals within CITY's jurisdiction.
b. To be responsible for maintaining the basic traffic signal timing for the intersections within the jurisdictional boundary of CITY. c. To maintain the traffic signal coordination timing along ARTERIALS to promote coordinated traffic operations, multi jurisdictional cooperation and improve arterial traffic conditions and to make the COUNTY aware of any changes implemented to the coordination timing that may impact the coordination of the traffic signals along the ARTERIALS. d. To accept full and complete ownership of, responsibility for, and to maintain in good condition and at CITY expense all improvements constructed
through individual TSSP Projects within CITY's JURISDICTION, including the timing of traffic signals on ARTERIALS that supports coordination timing and optimum synchronization of traffic signals on ARTERIALS. e. To cooperate with COUNTY and provide requested information in a reasonable and timely fashion in connection with COUNTY's preparation of an annual report for the MTA as referred to in Paragraph (2)c. below. (2) COUNTY AGREES:
a. Nothing in this AGREEMENT shall be construed as changing the role of COUNTY in operating and maintaining the traffic signals and signal systems within CITY's jurisdiction.
b. As a part of construction of individual TSSP Projects, to develop and implement the traffic signal coordination timing along the ARTERIALS that will improve arterial traffic conditions and traffic flow thereby saving motorists time and improving air quality.
c. To file routine reports with the MTA on the efficiency of these Traffic Signal Synchronization Projects by compiling an operational status from individual cities along the ARTERIALS.
(3) IT IS MUTUALLY UNDERSTOOD AND AGREED AS FOLLOWS:
a. This AGREEMENT does not constitute any financial commitment between the CITY and COUNTY.
b. The term of this AGREEMENT shall commence on the date it is approved by the Board of Supervisors and shall continue until any party terminates it upon thirty (30) days prior written notice.
c. Any correspondence, communication, or contact concerning this AGREEMENT shall be directed to the following:
CITY: Mr. Tom Melendrez
City Engineer
City of Montebello
1600 West Beverly Boulevard
Montebello, CA 90640-3970
COUNTY: Mr. William J. Winter
Assistant Deputy Director
Traffic and Lighting Division
County of Los Angeles, Department of Public Works
P.O. Box 1460
Alhambra, CA 91802-1460
d. Neither COUNTY nor any officer or employee of COUNTY shall be responsible for any damage or liability occurring by reason of any act or omission on the part of CITY under or in connection with any work, authority, or jurisdiction delegated to, assumed by, or determined to be the responsibility of CITY under this AGREEMENT. It is also understood and agreed that, pursuant to Government Code, Section 895.4, CITY shall fully indemnify, defend, and hold COUNTY harmless from any liability imposed for injury (as defined by Government Code, Section 810.8) occurring by reason of any act or omission on the part of CITY under or in connection with any work, authority, or jurisdiction delegated to or determined to be the responsibility of CITY under this AGREEMENT. e. Neither CITY nor any officer or employee of CITY shall be responsible for any damage or liability occurring by reason of any act or omission on the part of COUNTY under or in connection with any work, authority, or jurisdiction delegated to or determined to be the responsibility of COUNTY under this AGREEMENT. It is also understood and agreed that, pursuant to Government Code, Section 895.4, COUNTY shall fully indemnify, defend, and hold CITY harmless from any liability imposed for injury (as defined by Government Code, Section 810.8) occurring by reason of any act or omission on the part of COUNTY under or in connection with any work, authority, or jurisdiction delegated to or determined to be the responsibility of COUNTY under this AGREEMENT.
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ATTEST:
By
By
City Att rney , Arnold Alvarz-Glasman
—
CITY ADMINISTRATOR Richard Torr
CITY OF MONTEBr_p
IN WITNESS WHEREOF, the parties hereto have caused this AGREEMENT to be executed by their respective officers, duly authorized, by the CITY OF MONTEBELLO on ,7 , 200f, and by the COUNTY OF LOS ANGELES on 71.A.0.4. Z4 , 2008.
ATTEST: COUNTY OF LOS ANGELES
By
fel Acting Director lc Works
APPROVED AS TO FORM:
RAYMOND G. FORTNER, JR.
County Counsel
By Cp-,--eree...
Deputy
P:\tlpub\WPFILES\FILES\TRA\CO-OP AGREEMENTS \TSSP \TSSP Co-Op Agreement Montebello.DOC
AMENDMENT NO. 1 TO AGREEMENT NO. 2508
This AMENDMENT made and entered into by and betwee n the CITY OF MONTEBELLO, a municipal corporation in the County o f Los Angeles, hereinafter referred to as CITY, and the COUNTY OF LOS ANGELES, a political subdivision of the State of California (hereinafter referred to as COUNTY):
WITNESSETH
WHEREAS, CITY and COUNTY previously executed an ag reement on January 28, 2009, to memorialize their understandin g regarding their relative rights, obligations, and duties with respect to the County' s Traffic Signal Synchronization Program (hereinafter referred to as TSSP); and
WHEREAS, CITY and COUNTY desire to amend the agree ment to provide for an expansion of the existing TSSP;
NOW THEREFORE, in consideration of the mutual benefits to be derived by CITY and COUNTY and of the promises herein contained, th e agreement is hereby amended as follows:
(3) IT IS MUTUALLY UNDERSTOOD AND AGREED AS FOLLOWS :
a. The terms and provision of the previously execut ed agreement regarding the CITY's and COUNTY's roles and responsibilities in o perating the TSSP shall remain in full force and effect other than the provisions set forth herein below.
b. ARTERIALS is hereby redefined to include Washing ton Boulevard from Vail Avenue to Bluff Road, Whittier Boulevard from Garfield Avenue to Van Norman Road, Olympic Boulevard from Vail Avenue to Montebe llo Boulevard, and Slauson Avenue from Telegraph Road to Chapin Road.
c. Any correspondence, communication, or contact co ncerning this AMENDMENT shall be directed to the following:
CITY: Mr. James Enriquez
Director of Public Works
City of Montebello
1600 W Beverly Blvd
Montebello, CA 90640
COUNTY: Ms. Elaine Kunitake
Assistant Deputy Director
Los Angeles County Public Works
Traffic Safety and Mobility Division
P.O. Box 1460
Alhambra, CA 91802-1460
IN WITNESS WHEREOF, the parties hereto have caused this AMENDMENT to be executed by their respective officers, duly a uthorized, by the CITY OF MONTEBELLO on_________________, 2023, and by the CO UNTY OF LOS ANGELES on_______________, 2023.
COUNTY OF LOS ANGELES
By______________________________
Director of Public Works
APPROVED AS TO FORM:
DAWYN R. HARRISON
County Counsel
By__________________________
Deputy
CITY OF MONTEBELLO
By_____________________________
City Manager
ATTEST: APPROVED AS TO FORM:
By__________________________ By________________ ______________ City Clerk City Attorney
SHPT\TRAF\AGR\CO GR\MONTEBELLO\TSSP\DRAFT\TSSPCOAGRAMENDMENT.DOCX
ITEM # 26
APPROVAL OF MINUTES: OCTOBER 11, 2023, CITY COUNCIL MEETING
CITY OF MONTEBELLO
REGULAR MEETING
MINUTES
WEDNESDAY, OCTOBER 11, 2023 AT 6:00 PM
CITY HALL COUNCIL CHAMBERS
1600 WEST BEVERLY BOULEVARD
MONTEBELLO, CALIFORNIA
OPENING CEREMONIES
CALL TO ORDER - 6:00 P.M.
Mayor Torres called the meeting to order at 6:01 p.m.
ROLL CALL
Members present were Mayor Torres, Mayor Pro Tem Peralta, Councilmember Jimenez, Councilmember Melendez, and Councilmember Tamayo. City Clerk Jimenez and Treasurer Matanga were also present.
City Attorney Noel Tapia, Acting City Manager Arlene Salazar, Senior Deputy City Clerk Kimberly Guillen, Management Analyst Samantha Nevarez and all Department Directors were present.
ANNOUNCEMENT OF CLOSED SESSION ITEMS
City Attorney Tapia announced the items for Closed Session.
PUBLIC COMMENTS ON CLOSED SESSION ITEMS
At this time, the public may submit a speaker card to the City Clerk staff for Closed Session items, prior to the beginning of this statement. Speakers will be called in the order received. Please be aware that the maximum time allotted for members of the public to speak on Closed Session items shall not exceed three (3) minutes per person. State Law prohibits the City Council from taking action or entertaining extended discussion on a topic not listed on the agenda. Please show courtesy to others and direct all of your comments to the Mayor and City Council.
The City Clerk’s Office acknowledged one (1 ) member of the public wishing to address the City Council. The speaker was provided three minutes to address the City Council and said speaker card is on file at the City Clerk’s office.
CLOSED SESSION
The City Attorney shall provide a briefing on the item listed for Closed Session as follows:
Mayor Torres recessed the meeting into Closed Session at 6:06 p.m. to consider the following Closed Session items:
October 11, 2023: City Council Meeting Minutes Page 2 of 8
1. CONFERENCE WITH LEGAL COUNSEL – EXISTING LITIGATION
Government Code Section 54956.9(d)(1)
Navarro vs. City of Montebello, et al.
Case No. ADJ13310066, ADJ2613081, ADJ2548565, ADJ15539383, ADJ7472140, ADJ7964720, ADJ2654347, ADJ10708805, ADJ3507314, ADJ6779197, ADJ12495501, ADJ2613081, ADJ10708805, ADJ6773842
2. PUBLIC EMPLOYEE APPOINTMENT
Government Code Section 54957
Position: City Manager
REGULAR SESSION - IMMEDIATELY FOLLOWING CLOSED SESSION
CLOSED SESSION REPORT
Mayor Torres reconvened the meeting at 7:17 p.m.
All five members were present to discuss all Closed Session items. City Attorney Tapia provided the following report to City Council: Item No. 1, City staff provided a presentation, Council provided direction and no action was taken; Item No. 2, City staff provided an update, no action was taken and nothing further to report.
INVOCATION
Led by City Clerk Jimenez.
PLEDGE OF ALLEGIANCE
Led by Police Chief Espinosa.
CORRECTIONS TO THE AGENDA - ACTING CITY MANAGER
Acting City Manager Salazar announced two corrections to the agenda. Item No. 9 is being moved to the October 25, 2023, City Council Meeting. Attachment A of Item No.15 was updated and provided to all members of the City Council and uploaded to the City website.
CEREMONIAL ITEMS/PRESENTATIONS
3. CITIZEN OF THE MONTH - DONALD TRAVIS
Presented by Mayor Torres.
4. BREAST CANCER AWARENESS MONTH
Presented by Mayor Torres.
5. BULLYING PREVENTION MONTH
Presented by Mayor Torres.
6. DOMESTIC VIOLENCE AWARENESS MONTH
Presented by Mayor Torres.
7. DOWN SYNDROME AWARENESS MONTH
Presented by Mayor Torres.
8. POLICE EFFORTS - CRIME UPDATES PER DISTRICT
Chief of Police Paul Espinosa provided a presentation of the item. The presentation included the background, methodology, technical challenges, violent crimes reported per district, property crimes, crime-fighting strategies, and community policing efforts.
Mayor Pro Tem Peralta asked how a resident could request a neighborhood watch. She also inquired about recruitment
October 11, 2023: City Council Meeting Minutes Page 3 of 8 for the Police Academy.
Chief Espinosa informed the Council that the public could reach out to one of the Lieutenants or him.
Councilmember Jimenez was thankful for the presentation and increased police patrol.
Police Chief Espinosa stated that he was working on having a sub station on the south side of Montebello.
Councilmember Melendez inquired about the impact of the zero bail policy that was recently passed in Los Angeles County.
Mayor Torres noted that there was a significant decrease in violent crimes and asked Chief Espinosa to address the change. Chief Espinosa provided anecdotal reasons.
Mayor Torres directed staff to look into graffiti tracking technology. He also inquired about specialized units and the increase in thefts, burglary and property crimes.
Chief Espinosa stated that he would like to create specialized units by the end of the fiscal year.
Mayor Torres suggested advertising the community meetings on the Montebello App. He further requested that presentations be provided to the community with the weekly news letter or a similar outlet and a timestamp on the Council Meeting videos.
9. OATH OF OFFICE FOR MIA FLORES, YOUTH COMMISSIONER
Item was moved to the upcoming Council Meeting on October 25, 2023.
PUBLIC COMMENTS ON NON-AGENDA ITEMS (30 MINUTES)
At this time, the public may submit speaker card(s) to the City Clerk staff, for both agenda and non-agenda items, prior to the beginning of this statement; Public Hearing items do not require a speaker card.
The City Council will address non-agenda items during this section and speakers will be called in the order received. Those persons not accommodated during this 30-minute period will have an opportunity to speak under “Public Comments – Continued”, after all scheduled matters have been considered. Public Hearing, Regular Business and/or Consent Calendar items will be addressed at the time that matter of business is heard, in the order received.
Please be aware that the maximum time allotted for members of the public to speak shall not exceed three (3) minutes per speaker. State Law prohibits the City Council from taking action or entertaining extended discussion on a topic not listed on the agenda. Please show courtesy to others and direct all of your comments to the Mayor and City Council.
The City Clerk’s Office acknowledged four(4) members of the public wishing to address the City Council. Speakers were provided three minutes to address the City Council and said speaker cards are on file at the City Clerk’s office.
STAFF COMMUNICATIONS ON ITEMS OF COMMUNITY INTEREST
Acting City Manager Salazar congratulated the community for participating at the Heritage Festival over the weekend.
CONSENT CALENDAR
All matters listed under the Consent Calendar are considered to be routine. Any items a member wishes to discuss, including any items the public submitted speaker cards for, should be designated at this time. All other items may be approved in a single motion. Such approval will also waive the reading of any Ordinance.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta, that Item No’s. 10 - 22, be approved; the motion passed unanimously.
10. SECOND READING OF ORDINANCE NOS. 2466, 2467, AND 2468 APPROVING A TEXT CODE AMENDMENT (“TCA”) (CASE NO. PC-2023-0006-TCA) AMENDING CHAPTER 17.62 SIGNS OF THE
MONTEBELLO MUNICIPAL CODE (MMC) TO INCLUDE REGULATIONS RELATED TO CONVERSIONS OF OFF-PREMISES SIGNS. THE APPLICANT SEEKS TO ENTER INTO TWO (2) AMENDED AND RESTATED
October 11, 2023: City Council Meeting Minutes Page 4 of 8
DEVELOPMENT AGREEMENTS BETWEEN THE CITY OF MONTEBELLO AND CLEAR CHANNEL OUTDOOR, LLC. REPLACING DEVELOPMENT AGREEMENT NO. 02-22 (AGREEMENT NO. 4032) AND DEVELOPMENT AGREEMENT NO. 03-22 (AGREEMENT NO. 4033) FOR THE RELOCATION AND REPLACEMENT OF EXISTING LAWFULLY PERMITTED DUAL-FACE 12’ X 25’ STATIC OFF-PREMISES OUTDOOR ADVERTISING SIGNS LOCATED AT 1633 WASHINGTON BOULEVARD AND 1720 BLUFF ROAD IN THE CITY OF MONTEBELLO WITH A NEW 12’X 25’ DUAL-FACED DIGITAL OFF-PREMISES OUTDOOR ADVERTISING SIGN AT EACH RESPECTIVE LOCATION.
RECOMMENDATION: It is recommended that the City Council:
1. HOLD SECOND READING to approve a Text Code Amendment (Case No. PC-2023-0006-TCA) as well as the related Amended and Restated Development Agreements (DA Nos. 01- 23 and 02-23) between the City of Montebello and Clear Channel Outdoor, LLC. to amend Chapter 17.62 - Signs of the MMC and allow the relocation and replacement of existing lawfully permitted dual-faced static off-premises outdoor advertising signs for the properties located at 1633 Washington Boulevard and 1720 Bluff Road within the City of Montebello; and
2. WAIVE SECOND READING AND ADOPT Ordinance No. 2466 approving a Text Code Amendment amending Chapter 17.62 Signs of the Montebello Municipal Code (MMC) to include regulations related to conversions of off-premises signs (Attachment A, Exhibit A); and
3. WAIVE SECOND READING AND ADOPT Ordinance No. 2467 approving the Amended and Restated Development Agreement (DA No. 01-23) between the City of Montebello and Clear Channel Outdoor, LLC for the property located at 1633 Washington Blvd. (Attachment B); and
4. WAIVE SECOND READING AND ADOPT Ordinance No. 2468 approving the Amended and Restated Development Agreement (DA No. 02-23) between the City of Montebello and Clear Channel Outdoor, LLC for the property located at 1720 S. Bluff Road (Attachment C); and
5. DETERMINE AND FIND that the project is exempt from the California Environmental Quality Act (CEQA) pursuant to the “Common Sense” exemption set forth under Section 15061(b)(3), which provides that CEQA applies only to projects which have the potential for causing a significant effect on the environment and CEQA Guidelines Section 15303 related to construction and location of limited numbers of new, small facilities or structures, and the conversion of existing small structures that are consistent with the City’s general plan policies and zoning regulations and pursuant to CEQA Guidelines Section 15061(b)(3) related to CEQA only applying to projects which have the potential for causing a significant effect on the environment; and
6. Take such additional, related action that may be desirable.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta to approve the item; motion passed unanimously.
11. APPROVAL OF PROFESSIONAL SERVICES AGREEMENT NO. 4150 WITH DR. ANGELICA LOZA-GOMEZ,
MD, FOR EMERGENCY MEDICAL SERVICES PROGRAM MEDICAL DIRECTOR SERVICES RECOMMENDATION: It is recommended that the City Council:
1. Approve Professional Services Agreement No. 4150 with Dr. Angelica Loza-Gomez, MD for Emergency Medical Services (EMS) Program Medical Director Services; and
2. Authorize the Acting City Manager to execute the Agreement on behalf of the City: and
3. Take such additional, related action that may be desirable.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta to approve the item; motion passed unanimously.
12. AMEND THE FISCAL YEAR 2023-24 BUDGET TO APPROPRIATE GRANT FUNDS FROM THE
DEPARTMENT OF HOMELAND SECURITY (DHS)/FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) "STAFFING FOR ADEQUATE FIRE AND EMERGENCY RESPONSE" (SAFER) PROGRAM RECOMMENDATION: It is recommended that the City Council:
1. Approve receipt of $5,650,875 in Federal funding awarded to the City by the Department of Homeland Security (DHS) / Federal Emergency Management Agency (FEMA)/ Grant Programs Directorate (GPD) Fiscal Year 2022 "Staffing for Adequate Fire and Emergency Response" (SAFER) program; and
October 11, 2023: City Council Meeting Minutes Page 5 of 8
2. Amend the Fiscal Year 2023-24 budget by increasing appropriations by $1,883,625 in Account Nos. 269- 85-860-5000.10 (SAFER-Fire, Fire, Suppression, Regular Salaries) and 269-99-4198.22 (SAFER-Fire, SAFER Grant Revenue); and
3. Take such additional, related action that may be desirable.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta to approve the item; motion passed unanimously.
13. APPROVE AMENDMENT NO. 1 TO AGREEMENT NO. 3698 WITH PCAM, LLC DBA “PARKING COMPANY OF AMERICA” TO PROVIDE METROLINK RAIL FEEDER SHUTTLE SERVICES RECOMMENDATION: It is recommended that the City Council:
1. Approve Amendment No. 1 to Agreement No. 3698 with PCAM, LLC dba “Parking Company of America” (PCA), for the provision of Metrolink Rail Feeder Shuttle Services for an additional one-year (1-year) term with additional compensation of an amount not-to-exceed Five Hundred Five Thousand, Three Hundred Fifty-Nine Dollars ($505,359); and
2. Authorize the Acting City Manager and/or her designee to execute Amendment No. 1 on behalf of the City of Montebello; and
3. Take such additional, related action that may be desirable.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta to approve the item; motion passed unanimously.
14. APPROVE PROFESSIONAL SERVICES AGREEMENTS FOR PRINTING, GRAPHIC DESIGN, AND MAILING
SERVICES
RECOMMENDATION: It is recommended that the City Council:
1. Approve Agreement No. 4142 with Acro Printing (Acro) in an amount that shall not exceed $295,000; and
2. Approve Agreement No. 4143 with Arte Printing (Arte) in an amount that shall not exceed $143,750; and
3. Approve Agreement No. 4144 with Geographics (Geographics) in an amount that shall not exceed $295,000; and
4. Approve Agreement No. 4145 with The Sauce Creative Services (Sauce) in an amount that shall not exceed $295,000; and
5. Approve Agreement No. 4146 with We The Creative (We The Creative) in an amount that shall not exceed $281,250; and
6. Authorize the Acting City Manager to execute the agreements on behalf of the City of Montebello; and
7. Take such additional, related action that may be desirable.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta to approve the item; motion passed unanimously.
15. AMEND THE FISCAL YEAR 2023-24 CAPITAL IMPROVEMENT PROGRAM BUDGET TO APPROPRIATE
CARRYOVER FUNDS FOR VARIOUS PROJECTS
RECOMMENDATION: It is recommended that the City Council:
1. Amend the adopted Fiscal Year 2023-24 budget by increasing appropriations in the various accounts as detailed on Attachment A, Capital Improvement Program; and
2. Take such additional, related action that may be desirable.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta to approve the item; motion passed unanimously.
16. APPROVE SOFTWARE AGREEMENT WITH DARKTRACE FOR CYBERSECURITY SOFTWARE SERVICES RECOMMENDATION: It is recommended that the City Council:
1. Approve a software agreement with Darktrace Limited (Darktrace) in an amount that shall not exceed $192,800 over a four (4) year term to provide cybersecurity services; and
October 11, 2023: City Council Meeting Minutes Page 6 of 8
2. Take such additional, related action that may be desirable.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta to approve the item; motion passed unanimously.
17. APPROVE PROFESSIONAL SERVICES AGREEMENT NO. 4148 WITH JONES AND MAYER LAW FOR
POLICE DEPARTMENT LEGAL SERVICES
RECOMMENDATION: It is recommended that the City Council:
1. Approve Agreement No. 4148 with Jones Mayer Law in an amount that shall not exceed $75,000; and
2. Take such additional, related action that may be desirable.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta to approve the item; motion passed unanimously.
18. CITYWIDE CATCH BASIN CONNECTOR PIPE SCREEN (CPS) INSERTS INSTALLATION PROJECT (CP NO. 877) – NOTICE OF COMPLETION
RECOMMENDATION: It is recommended that the City Council:
1. Accept the Citywide Catch Basin Connector Pipe Screen (CPS) Inserts Installation Project (CP No. 877) as completed by United Storm Water, Inc.; and
2. Accept the final contract amount with United Storm Water, Inc. in the amount of $69,375 in accordance with the approved City Council budgeted amount; and
3. Authorize the City Clerk to execute, verify and file the Notice of Completion (Attachment A) with the Los Angeles County Registrar-Recorder; and
4. Take such additional, related, action that may be desirable.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta to approve the item; motion passed unanimously.
19. AUTHORIZE INCREASING THE NOT-TO-EXCEED AMOUNT FOR ADDITIONAL PLAN CHECK SERVICES FOR THE REALIGNMENT OF LINCOLN AVENUE UNDER MASTER RETAINER AGREEMENT NO. 3999, TASK ORDER NO. 1 WITH MARK THOMAS, INC.
RECOMMENDATION: It is recommended that the City Council:
1. Authorize increasing the not-to-exceed amount for additional Plan Check Services for the realignment of Lincoln Avenue Under Master Retainer Agreement No. 3999, Task Order No. 1 with Mark Thomas, Inc.; and
2. Authorize the Acting City Manager to execute the Task Order amendment; and
3. Take such additional, related, action that may be desirable.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta to approve the item; motion passed unanimously.
20. APPROVE PROFESSIONAL SERVICES AGREEMENT NO. 4141 WITH OCEAN BLUE ENVIRONMENTAL SERVICES INC. FOR HAZARDOUS WASTE MANAGEMENT AND EMERGENCY RESPONSE SERVICES.
RECOMMENDATION: It is recommended that the City Council:
1. Award Professional Services Agreement No. 4141 (Attachment A) to Ocean Blue Environmental Services, Inc. in an amount not-to-exceed $300,000 for an initial three (3) year term; and
2. Authorize the Acting City Manager to execute the Professional Services Agreement; and
3. Take such additional, related, action that may be desirable.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta to approve the item; motion passed unanimously.
21. APPROVAL OF MINUTES: JULY 20, 2023, SPECIAL CITY COUNCIL MEETING; JULY 26, 2023, CITY COUNCIL MEETING; AUGUST 9, 2023, CITY COUNCIL MEETING; AUGUST 23, 2023, CITY COUNCIL MEETING; SEPTEMBER 13, 2023, CITY COUNCIL MEETING; SEPTEMBER 27, 2023
October 11, 2023: City Council Meeting Minutes Page 7 of 8 RECOMMENDATION: It is recommended that the City Council:
1. Approve said minutes as is.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta to approve the item; motion passed unanimously.
22. PAYMENT OF BILLS: ADOPT RESOLUTION NO. 23-74 APPROVING THE CITY WARRANT REGISTER OF DEMANDS DATED OCTOBER 11, 2023
RECOMMENDATION: It is recommended that the City Council:
1. Adopt Resolution No. 23-74 approving the Warrant Register dated October 11, 2023.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta to approve the item; motion passed unanimously.
PUBLIC COMMENTS - CONTINUED
AB 1234 TRAVEL REPORTS
Members will provide a brief report on meetings attended at the expense of the local agency as required by Government Code Section 53232.3(d).
None.
COUNCIL/AGENCY ORALS
Announcements and requests for future agenda items.
• Georgina Tamayo, Councilmember
• Angie M. Jimenez, Councilmember
• David N. Torres, Mayor
• Scarlet Peralta, Mayor Pro Tem
1. Seeking Council Consensus for Arbor Day 2024 proclamation and planned activities
2. Requesting status update: Tree People partnership with the City of Montebello
3. Requesting Council Consensus to initiate a CERT (Community Emergency Response Team) Program in our city
4. Third Annual Spooktacular Haunted Home Decorating Contest
5. Third Annual Howl-O-Ween Pet Costume Contest: submit your pet costume photos to [email protected]
Mayor Pro Tem Peralta requested Council consensus for a proclamation for Arbor Day and scheduled activities around the celebration. Consensus was received.
October 11, 2023: City Council Meeting Minutes Page 8 of 8 She also requested an update on the City's intention to establish a partnership with the Tree People. Public Works Director Rita Montalvo informed the City Council that she would draft a letter to request the partnership.
Mayor Pro Tem Peralta requested Council consensus to initiate a Community Emergency Response Team. She further stated that the training requires 20 hours of training that can help the members of the public respond to emergencies.
Acting City Manager Salazar stated that the Fire Department is currently training and should conclude their training before the end of the year. Once completed, they will offer training to the members of the public sometime in January or February 2024.
Lastly, she announced her annual Halloween contests to the members of the public and encouraged them to participate.
Recreation and Community Services Director David Sosnowski announced the upcoming Citywide events which included, Trunk-or-Treat and the Halloween Fest.
• Salvador Melendez, Councilmember
CLOSED SESSION - CONTINUED
ADJOURNMENT
The City of Montebello will adjourn to the next Regular Meeting on October 25, 2023, at 6:00 p.m., which can be live- streamed at https://www.montebelloca.gov (Click on Live Stream).
I, Kimberly Guillen, Senior Deputy City Clerk for the City of Montebello, hereby certify that a copy of this agenda has been posted on or before Sunday, October 8, 2023, no later than 6:00 p.m.
Kimberly Guillen, Senior Deputy City Clerk
Mayor Torres requested to take a moment of silence for victims of breast cancer. Mayor Pro Tem Peralta adjourned in memory of her grandmother Doña. Mayor Torres adjourned in memory of his aunt Lori Gutierrez, cousin Julie Galarze, and long-time community member Veronica Diaz.
Councilmember Melendez motioned, seconded by Mayor Pro Tem Peralta to adjourn the meeting at 9:25 p.m.
THE MINUTES OF OCTOBER 11, 2023, ARE HEREBY APPROVED AND ADOPTED ON THIS 8TH DAY OF NOVEMBER 2023.
EXHIBIT - CITY OF MONTEBELLO FORECASTED AGENDA
Please note, the attached exhibit is a draft version that is to be used for reference purposes only; agenda items, information, and dates are subject to change. The exhibit will be placed at the end of the Agenda Packet. • City of Montebello Forecasted Agenda
ITEM # 27
PAYMENT OF BILLS: ADOPT RESOLUTION NO. 23-79 APPROVING THE CITY WARRANT REGISTER OF DEMANDS DATED NOVEMBER 8, 2023
RESOLUTION 23-79
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MONTEBELLO
APPROVING AND ALLOWING CERTAIN CLAIMS AND DEMANDS
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MONTEBELLO HEREBY RESOLVES, FINDS, AND DECLARES AS FOLLOWS:
SECTION 1. That the reference is hereby made to that certain Reg ister of Audited Demand No.1562, consisting of 8 pages, and including:
Warrant No.
General: Check No. 601400 through 601550
ACH No. 5088 through 5170
On file in the office of the City Clerk, the same having been audited and approved by the Assistant Director of Finance as required by law.
SECTION 2. That the said City Council having examined each such demand does hereby approve and direct the payment of same, as set forth in said Register, except the following Warrant No.
______________________________
______________________________
______________________________
SECTION 3. That the City Clerk shall certify to the passage and adoption of this Resolution and that the same shall be in full force and effect.
APPROVED AND ADOPTED this 08th day of November 2023.
_______________________________
David N. Torres, Mayor
ATTEST: APPROVED AS TO FORM:
_______________________ ________________________________ Christopher Jimenez, City Clerk Arnold M. Alvarez-Glasman, City Attorney
RESOLUTION NO. 23-79
• Exhibit A – Warrant Register
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS:
CITY OF MONTEBELLO )
I, Christopher Jimenez, City Clerk of the City of Montebello, County of Los Angeles, State of California, hereby certify that th e foregoing Resolution No. 23-79 was passed and adopted by the City Council of the City of Montebello, signed by the Mayor and attested by the City Clerk at a regular meet ing of said Council held on the 08th day of November 2023 and that said Resolution was adopted by the following vote, to-wit:
AYES:
NOES:
ABSTAIN:
ABSENT:
The undersigned, City Clerk of the City of Montebello, does hereby attest and certify that the foregoing Resolution is a true, full, and correct copy of a resolution duly adopted at a meeting of said City which was duly convened and held on the date stated thereon, and that said document has not been amended, modified, repealed or rescinded since its date of adoption and is in full force and effect as of the date hereof.
DATE: __
Christopher Jimenez, City Clerk
EXHIBIT A
WARRANT# DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME General Account
5088 10/19/2023 $12,048.15 ADVERTISING/PRINTING SERVICES 2689 ACRO PRINTING INC 5089 10/19/2023 $1,221.25 CONTRACT SERVICES 38010 ADVANCED AVANT-GARDE CORPORATION 5090 10/19/2023 $7,252.35 SUPPLIES 2586 AMAZON CAPITAL SERVICES INC 5091 10/19/2023 $15,250.37 CONTRACT SERVICES 3016 ANTARES GOLF LLC 5092 10/19/2023 $3,169.48 CONTRACT SERVICES 3588 ANTHONYS PORTABLE RESTROOMS INC 5093 10/19/2023 $608.59 ADVERTISING/PRINTING SERVICES 35980 SAEED RADMEHR 5094 10/19/2023 $6,574.26 VEHICLE MAINTENANCE/EXPENSES 75340 DELTA MOTOR COMPANY INC 5095 10/19/2023 $40.00 CARPOOL INCENTIVE 3706 ALEX GILLMAN 5096 10/19/2023 $8,663.57 VEHICLE MAINTENANCE/EXPENSES 270 HARBOR DIESEL AND EQUIPMENT INC 5097 10/19/2023 $40.00 CARPOOL INCENTIVE 3196 MICAH HERD 5098 10/19/2023 $40.00 CARPOOL INCENTIVE 4280 NADINE HERNANDEZ 5099 10/19/2023 $31,164.29 CONTRACT SERVICES 2152 JOHNSON CONTROLS INC 5100 10/19/2023 $41.25 TRAINING 2704 JACQUELINE LEON
5101 10/19/2023 $18,709.00 CONTRACT SERVICES 26880 SEBASTIAN WATERWORKS INC 5102 10/19/2023 $2,211.22 VEHICLE MAINTENANCE/EXPENSES 1385 MUNCIE RECLAMATION AND SUPPLY COMPANY 5103 10/19/2023 $886.50 CONTRACT SERVICES 53120 NATIONAL CONSTRUCTION RENTALS 5104 10/19/2023 $40.00 CARPOOL INCENTIVE 59960 JO ANN PANOSIAN 5105 10/19/2023 $30.00 CARPOOL INCENTIVE 3164 ANNA-MARIE QUON 5106 10/19/2023 $522.00 CONTRACT SERVICES 3285 DIANA E RAMIREZ 5107 10/19/2023 $30.00 CARPOOL INCENTIVE 3712 MATTHEW ROBERT RAMOS 5108 10/19/2023 $1,549.15 SUPPLIES 1120 BLUETRITON BRANDS INC 5109 10/19/2023 $720.00 CONTRACT SERVICES 952 RELIANT IMMEDIATE CARE MEDICAL GROUP INC 5110 10/19/2023 $440.00 EDUCATION REIMBURSEMENT 2647 JOSHUA REYNA 5111 10/19/2023 $450.00 EDUCATION REIMBURSEMENT 3194 ANTHONY B RODRIGUEZ 5112 10/19/2023 $40.00 CARPOOL INCENTIVE 69960 NICOLE I SAUCEDO 5113 10/19/2023 $30.00 CARPOOL INCENTIVE 2985 KEVIN SAYCOCIE 5114 10/19/2023 $528.00 SUPPLIES 2686 THE SHERWIN-WILLIAMS CO 5115 10/19/2023 $2,409.94 SUPPLIES 31270 STARBOARD TACK SUPPLY INC 5116 10/19/2023 $40.00 CARPOOL INCENTIVE 3053 MICHAEL TELLES City of Montebello
Register of Demands No. 1562
From Payment Date 10/13/23 - To Payment Date 10/26/23
EXHIBIT A
WARRANT# DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME City of Montebello
Register of Demands No. 1562
From Payment Date 10/13/23 - To Payment Date 10/26/23
5117 10/19/2023 $63,069.00 CONTRACT SERVICES 3133 ULTIMATE MAINTENANCE SERVICE 5118 10/19/2023 $7,000.00 CONTRACT SERVICES 3433 VECTIS DC LLC 5119 10/19/2023 $2,593.94 SUPPLIES 3088 WAXIES ENTERPRISES LLC 5120 08/31/2023 $4,786.28 SUPPLIES 3163 BANK OF AMERICA 5121 09/30/2023 $101.42 SUPPLIES 3163 BANK OF AMERICA
5122 09/30/2023 $71.98 SUPPLIES 3163 BANK OF AMERICA
5123 09/30/2023 $1,576.79 SUPPLIES 3163 BANK OF AMERICA 5124 09/30/2023 $488.55 SUPPLIES 3163 BANK OF AMERICA
5125 07/31/2023 $4,321.10 SUPPLIES 3163 BANK OF AMERICA 5126 09/30/2023 $134.81 FUEL 3163 BANK OF AMERICA
5127 05/05/2023 $11,077.47 PENSION/RETIREMENT PAYABLE 17 CAL PERS 5128 05/15/2023 $500.00 PENSION/RETIREMENT PAYABLE 17 CAL PERS 5129 05/25/2023 $4,442.83 PENSION/RETIREMENT PAYABLE 17 CAL PERS 5130 10/23/2023 $904.23 PENSION/RETIREMENT PAYABLE 17 CAL PERS 5131 05/18/2023 $200.00 PENSION/RETIREMENT PAYABLE 17 CAL PERS 5132 10/26/2023 $3,555.84 ADVERTISING/PRINTING SERVICES 2689 ACRO PRINTING INC 5133 10/26/2023 $1,210.00 CONTRACT SERVICES 38010 ADVANCED AVANT-GARDE CORPORATION 5134 10/26/2023 $87,667.25 CONTRACT SERVICES 3411 AIM CONSULTING SERVICES 5135 10/26/2023 $625.99 SUPPLIES 2586 AMAZON CAPITAL SERVICES INC 5136 10/26/2023 $597,743.80 CONTRACT SERVICES 3944 AMERICAN LANDSCAPE, INC. 5137 10/26/2023 $264.89 VEHICLE MAINTENANCE/EXPENSES 47980 AMERICAN MOVING PARTS 5138 10/26/2023 $173.08 VEHICLE MAINTENANCE/EXPENSES 1101 BLACK AND WHITE EMERGENCY VEHICLES LLC 5139 10/26/2023 $4,162.29 CONTRACT SERVICES 2889 COMLOCK SECURITY GROUP INC 5140 10/26/2023 $1,983.40 FUEL 962 MO DION & SONS INC
5141 10/26/2023 $29,173.36 CONTRACT SERVICES 75950 FIESTA TAXI COOPERATIVE INC 5142 10/26/2023 $2,121.80 CONTRACT SERVICES 3169 FOOTHOLD TECHNOLOGY INC 5143 10/26/2023 $4,368.79 CONTRACT SERVICES 1175 GRAPHIC ELECTRIC INC 5144 10/26/2023 $4,843.72 VEHICLE MAINTENANCE/EXPENSES 270 HARBOR DIESEL AND EQUIPMENT INC 5145 10/26/2023 $9,583.10 CONTRACT SERVICES 43860 MYERS & SONS HI-WAY SAFETY INC 5146 10/26/2023 $40.00 CARPOOL INCENTIVE 73180 MONICA HUERTA 5147 10/26/2023 $976.04 SUPPLIES 26670 LIFE-ASSIST INC
EXHIBIT A
WARRANT# DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME City of Montebello
Register of Demands No. 1562
From Payment Date 10/13/23 - To Payment Date 10/26/23
5148 10/26/2023 $1,442.54 CONTRACT SERVICES 3301 MATER MONTEBELLO LTD PARTNERSHIP 5149 10/26/2023 $4,866.25 CONTRACT SERVICES 19040 MUNICIPAL CONTRACT ADMINISTRATORS INC 5150 10/26/2023 $8,481.29 ADVERTISING/PRINTING SERVICES 4162 MCGREGOR SHOTT, INC. 5151 10/26/2023 $435.58 SUPPLIES 479 MCMASTER-CARR SUPPLY COMPANY 5152 10/26/2023 $204.52 TRAINING 3778 LAWRENCE MOON
5153 10/26/2023 $527.56 CONTRACT SERVICES 2974 MULTI W SYSTEMS INC 5154 10/26/2023 $947.01 CONTRACT SERVICES 19250 N/S CORPORATION 5155 10/26/2023 $54,078.14 CONTRACT SERVICES 35250 NATIONWIDE ENVIRONMENTAL SERVICES 5156 10/26/2023 $12,029.27 CONTRACT SERVICES 47600 NEXUS HOLDING LLC 5157 10/26/2023 $10,403.49 CONTRACT SERVICES 54240 PDQ ENTERPRISES INC 5158 10/26/2023 $133.76 SUPPLIES 1120 BLUETRITON BRANDS INC 5159 10/26/2023 $1,175.22 SUPPLIES 2686 THE SHERWIN-WILLIAMS CO 5160 10/26/2023 $30,127.67 CONTRACT SERVICES 3439 SPORTFIVE GOLF LLC 5161 10/26/2023 $436.90 SUPPLIES 31270 STARBOARD TACK SUPPLY INC 5162 10/26/2023 $2,586.29 SUPPLIES 3088 WAXIES ENTERPRISES LLC 5163 10/26/2023 $787.18 VEHICLE MAINTENANCE/EXPENSES 1657 OSCAR ZAVALAS 5164 07/31/2023 $137.56 FUEL 3163 BANK OF AMERICA
5165 08/31/2023 $74.66 FUEL 3163 BANK OF AMERICA
5166 09/30/2023 $60.71 FUEL 3163 BANK OF AMERICA
5167 09/30/2023 $73.63 FUEL 3163 BANK OF AMERICA
5168 09/30/2023 $76.94 SUPPLIES 3163 BANK OF AMERICA
5169 09/30/2023 $100.00 SUPPLIES 3163 BANK OF AMERICA
5170 09/30/2023 $116.34 SUPPLIES 3163 BANK OF AMERICA
ACH TOTAL $1,093,813.63
601400 10/19/2023 $30,013.13 VEHICLE MAINTENANCE/EXPENSES 3333 A & A FLEET PAINTING INC 601401 10/19/2023 $292.28 UTILITY SERVICES 39550 AT&T
601402 10/19/2023 $5,505.50 UTILITY SERVICES 39550 AT&T 601403 10/19/2023 $39.30 UTILITY SERVICES 39550 AT&T
601404 10/19/2023 $2,540.31 VEHICLE MAINTENANCE/EXPENSES 74990 AUTOZONE INC 601405 10/19/2023 $1,108.17 CONTRACT SERVICES 3499 AVIDEX INDUSTRIES LLC
EXHIBIT A
WARRANT# DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME City of Montebello
Register of Demands No. 1562
From Payment Date 10/13/23 - To Payment Date 10/26/23
601406 10/19/2023 $670.00 CONTRACT SERVICES 4285 BARR & CLARK INC 601407 10/19/2023 $32,791.24 CONTRACT SERVICES 3033 OFFICE SOLUTIONS BUSINESS PRODUCTS & SERVICES LLC 601408 10/19/2023 $68.00 PARKS AND RECREATION 4286 SANDRA CABRERA-GONZALEZ 601409 10/19/2023 $56.06 UTILITY SERVICES 47580 CALIFORNIA WATER SERVICE COMPANY 601410 10/19/2023 $1,031.00 CONTRACT SERVICES 4288 CASA BONITA SENIOR APARTMENTS 601411 10/19/2023 $1,031.00 CONTRACT SERVICES 4288 CASA BONITA SENIOR APARTMENTS 601412 10/19/2023 $1,031.00 CONTRACT SERVICES 4288 CASA BONITA SENIOR APARTMENTS 601413 10/19/2023 $120.00 PARKS AND RECREATION 4284 JONATHAN CERVANTES 601414 10/19/2023 $124.98 UTILITY SERVICES 55830 CHARTER COMMUNICATIONS 601415 10/19/2023 $5,043.00 CONTRACT SERVICES 3204 COASTAL OCCUPATIONAL MEDICAL GROUP 601416 10/19/2023 $3,266.08 ADVERTISING/PRINTING SERVICES 1354 DAILY JOURNAL CORPORATION 601417 10/19/2023 $900.00 CONTRACT SERVICES 3934 EVERYTABLE PBC 601418 10/19/2023 $756.97 SUPPLIES 7610 EWING IRRIGATION PRODUCTS 601419 10/19/2023 $1,500.00 EDUCATION REIMBURSEMENT 4067 JOSE GARDEA 601420 10/19/2023 $380.00 CONTRACT SERVICES 4016 GEIGER & ASSOCIATES, MARRIAGE & FAMILY THERAPY,INC 601421 10/19/2023 $5,669.66 VEHICLE MAINTENANCE/EXPENSES 33720 GILLIG LLC 601422 10/19/2023 $22,564.37 CONTRACT SERVICES 33460 GOODYEAR TIRE & RUBBER COMPANY 601423 10/19/2023 $435.81 CONTRACT SERVICES 48620 THE ROBBINS COMPANY 601424 10/19/2023 $471.81 CONTRACTORS 4287 CARLOS LINGWORTH 601425 10/19/2023 $506.20 VEHICLE MAINTENANCE/EXPENSES 27480 R & M HANSEN ENT INC 601426 10/19/2023 $458.81 CONTRACTORS 3688 IPERMIT
601427 10/19/2023 $1,797.89 LEASE PAYMENT 2405 JCB FINANCE 601428 10/19/2023 $600.00 CONTRACT SERVICES 3383 KELLER TRANSLATION DEVELOPMENT SERVICE LLC 601429 10/19/2023 $1,253.43 CONTRACT SERVICES 4810 LA COUNTY DEPT OF PUBLIC WORKS 601430 10/19/2023 $346.73 CONTRACT SERVICES 37280 LOS ANGELES COUNTY SHERIFFS DEPARTMENT 601431 10/19/2023 $32,373.50 DUE TO LA COUNTY 692 LOS ANGELES COUNTY SUPERIOR COURT 601432 10/19/2023 $1,074.76 CONTRACT SERVICES 6140 LA GENERAL MEDICAL CENTER 601433 10/19/2023 $5,347.63 SUPPLIES 2072 MICROMED DIAMOND SEAL SYSTEMS LLC 601434 10/19/2023 $11,881.45 SUPPLIES 43370 MIRACLE RECREATION 601435 10/19/2023 $1,106.20 VEHICLE MAINTENANCE/EXPENSES 54300 SHAK ENTERPRISES INC 601436 10/19/2023 $1,395.00 TRAINING 3656 EDGAR MURANA
EXHIBIT A
WARRANT# DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME City of Montebello
Register of Demands No. 1562
From Payment Date 10/13/23 - To Payment Date 10/26/23
601437 10/19/2023 $800.00 CONTRACT SERVICES 3206 NANCY K BOHL INC 601438 10/19/2023 $9,242.59 VEHICLE MAINTENANCE/EXPENSES 2480 SOCAL AUTO & TRUCK PARTS INC 601439 10/19/2023 $12,879.00 CONTRACT SERVICES 25080 GOVERNMENTJOBS COM INC 601440 10/19/2023 $173.85 SUPPLIES 15620 OFFICE DEPOT INC 601441 10/19/2023 $250.00 GENERAL GOVERNMENT 4283 MARIA C ORTIZ 601442 10/19/2023 $40.00 CARPOOL INCENTIVE 65330 WENDY PEREZ 601443 10/19/2023 $22.85 UTILITY SERVICES 36610 CITY OF PICO RIVERA 601444 10/19/2023 $795.00 CONTRACT SERVICES 4289 PR SHANGRI LODGE, LLC 601445 10/19/2023 $795.00 CONTRACT SERVICES 4289 PR SHANGRI LODGE, LLC 601446 10/19/2023 $6,614.10 CONTRACT SERVICES 3279 PROCURE AMERICA INC 601447 10/19/2023 $193.23 SUPPLIES 56260 PRUDENTIAL OVERALL SUPPLY 601448 10/19/2023 $250.00 GENERAL GOVERNMENT 4282 MARIA RAMIREZ 601449 10/19/2023 $5,462.83 ACCOUNTS RECEIVABLE 728 ENRIQUE ROJAS JR 601450 10/19/2023 $12,171.14 VEHICLE MAINTENANCE/EXPENSES 3095 RUSH TRUCK CENTERS OF CALIFORNIA INC 601451 10/19/2023 $55.00 DUES & SUBSCRIPTIONS 34990 SAN GABRIEL VALLEY CITY MANAGERS ASSOC 601452 10/19/2023 $27,721.00 CONTRACT SERVICES 32210 SAN GABRIEL VALLEY COUNCIL OF GOVERNMENTS 601453 10/19/2023 $0.00 VOID 1415 SAN GABRIEL VALLEY COMMERCE & CITIES CONSORTIUM 601454 10/19/2023 $31,359.59 UTILITY SERVICES 14730 SAN GABRIEL VALLEY WATER CO 601455 10/19/2023 $2,770.00 CONTRACT SERVICES 4173 SHIELD PEST MANAGEMENT LLC 601456 10/19/2023 $285.00 CONTRACT SERVICES 3201 SIMPLY BACKFLOW INC 601457 10/19/2023 $1,328.30 VEHICLE MAINTENANCE/EXPENSES 716 SOUTH BAY FORD INC 601458 10/19/2023 $13,910.56 UTILITY SERVICES 45630 SOUTHERN CALIFORNIA EDISON 601459 10/19/2023 $52,283.64 FUEL INVENTORY 40520 SOUTHERN CALIFORNIA GAS CO 601460 10/19/2023 $8,644.00 CONTRACT SERVICES 170 SUPERIOR PAVEMENT MARKINGS INC 601461 10/19/2023 $51.52 TRAVEL & MEETINGS 4281 GEORGINA TAMAYO 601462 10/19/2023 $2,243.50 CONTRACT SERVICES 71210 STAR-DUST TOURS INC 601463 10/19/2023 $1,900.00 CONTRACT SERVICES 3219 THE LUCKY LINCOLN LLC 601464 10/19/2023 $1,900.00 CONTRACT SERVICES 3219 THE LUCKY LINCOLN LLC 601465 10/19/2023 $2,400.00 CONTRACT SERVICES 3219 THE LUCKY LINCOLN LLC 601466 10/19/2023 $2,400.00 CONTRACT SERVICES 3219 THE LUCKY LINCOLN LLC 601467 10/19/2023 $2,400.00 CONTRACT SERVICES 3219 THE LUCKY LINCOLN LLC
EXHIBIT A
WARRANT# DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME City of Montebello
Register of Demands No. 1562
From Payment Date 10/13/23 - To Payment Date 10/26/23
601468 10/19/2023 $180.00 CONTRACT SERVICES 65440 TIERRA WEST ADVISORS 601469 10/19/2023 $27,648.00 CONTRACT SERVICES 3187 TRISTAR RISK MANAGEMENT 601470 10/19/2023 $14,507.72 CONTRACT SERVICES 20070 UC REGENTS 601471 10/19/2023 $32,773.12 CONTRACT SERVICES 3406 UNIVERSAL PROTECTION SERVICES LP 601472 10/19/2023 $72,997.14 MACHINERY & EQUIPMENTS 3941 UNLIMITED POWER SOLUTIONS 601473 10/19/2023 $2,183.53 CONTRACT SERVICES 4003 VEOLIA WTS SERVICES USA, INC. 601474 10/19/2023 $7,875.00 DUES & SUBSCRIPTIONS 1415 SAN GABRIEL VALLEY ECONOMIC PARTNERSHIP 601475 10/23/2023 $1,430.10 DUE TO CALIFORNIA BUILDING STANDARDS COMMISSION 68300 CALIFORNIA BUILDING STANDARDS COMMISSION 601476 10/23/2023 $535.28 PERMITS AND FEES 31150 DEPARTMENT OF CONSERVATION 601477 10/26/2023 $68.00 PARKS AND RECREATION 4206 JEGAN RAVICHANDRAN 601478 10/26/2023 $225.00 TRAINING 4293 A.B.M. INTEL LLC 601479 10/26/2023 $38.59 SUPPLIES 3533 AA TROPHY INC
601480 10/26/2023 $2,243.00 UTILITY SERVICES 38380 AT&T 601481 10/26/2023 $7,269.33 UTILITY SERVICES 39550 AT&T 601482 10/26/2023 $168.21 UTILITY SERVICES 39550 AT&T
601483 10/26/2023 $475.00 VEHICLE MAINTENANCE/EXPENSES 278 ATLAS RADIATOR INC 601484 10/26/2023 $12,731.50 SUPPLIES 2676 BKM OFFICE FURNITURE 601485 10/26/2023 $608.00 CONTRACT SERVICES 58240 STATE OF CALIFORNIA-DEPARTMENT OF JUSTICE 601486 10/26/2023 $24,950.00 CONTRACT SERVICES 1624 CALIFORNIA PAVING AND GRADING INC 601487 10/26/2023 $56.06 UTILITY SERVICES 47580 CALIFORNIA WATER SERVICE COMPANY 601488 10/26/2023 $616.50 CONTRACT SERVICES 4288 CASA BONITA SENIOR APARTMENTS 601489 10/26/2023 $616.50 CONTRACT SERVICES 4288 CASA BONITA SENIOR APARTMENTS 601490 10/26/2023 $616.50 CONTRACT SERVICES 4288 CASA BONITA SENIOR APARTMENTS 601491 10/26/2023 $616.50 CONTRACT SERVICES 4288 CASA BONITA SENIOR APARTMENTS 601492 10/26/2023 $616.50 CONTRACT SERVICES 4288 CASA BONITA SENIOR APARTMENTS 601493 10/26/2023 $616.50 CONTRACT SERVICES 4288 CASA BONITA SENIOR APARTMENTS 601494 10/26/2023 $4,396.28 VEHICLE MAINTENANCE/EXPENSES 45170 MONTEBELLO AUTO GROUP LLC 601495 10/26/2023 $2,744.79 CONTRACT SERVICES 3880 CINDYS JUMPERS, LLC 601496 10/26/2023 $2,750.00 CONTRACT SERVICES 4026 CODE CONSULTING GROUP, LLC 601497 10/26/2023 $551.25 CONTRACT SERVICES 2941 CONVEYOR MANUFACTURING & SERVICE INC 601498 10/26/2023 $593.00 TRAINING 842 CSULB FOUNDATION
EXHIBIT A
WARRANT# DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME City of Montebello
Register of Demands No. 1562
From Payment Date 10/13/23 - To Payment Date 10/26/23
601499 10/26/2023 $16,505.05 MACHINERY & EQUIPMENTS 13360 DELL MARKETING LP 601500 10/26/2023 $7,930.30 CONTRACT SERVICES 3334 EAGLE PORTABLES SANITATION LLC 601501 10/26/2023 $214.39 CONTRACT SERVICES 1894 ECONOMY RENTAL INC 601502 10/26/2023 $168.32 TRAINING 14080 RENE ESTUPINIAN 601503 10/26/2023 $234.24 SUPPLIES 7610 EWING IRRIGATION PRODUCTS 601504 10/26/2023 $7,304.76 VEHICLE MAINTENANCE/EXPENSES 3501 FAILSAFE TESTING LLC 601505 10/26/2023 $4,793.00 DUES & SUBSCRIPTIONS 4252 FIRST ARRIVING IO INC 601506 10/26/2023 $310.57 VEHICLE MAINTENANCE/EXPENSES 38020 FLEET PRIDE INC 601507 10/26/2023 $3,160.34 VEHICLE MAINTENANCE/EXPENSES 29160 FORD OF MONTEBELLO 601508 10/26/2023 $700.00 CONTRACT SERVICES 3873 CARYN GARCIA 601509 10/26/2023 $3,445.88 VEHICLE MAINTENANCE/EXPENSES 33720 GILLIG LLC 601510 10/26/2023 $1,630.30 VEHICLE MAINTENANCE/EXPENSES 455 GOLDEN STATE FASTENERS & SUPPLY INC 601511 10/26/2023 $1,522.65 VEHICLE MAINTENANCE/EXPENSES 75590 ALHAMBRA MOTOR 601512 10/26/2023 $264.58 VEHICLE MAINTENANCE/EXPENSES 30190 IB AUTO PARTS INC 601513 10/26/2023 $683.48 SUPPLIES 2059 HASA INC
601514 10/26/2023 $452.34 EDUCATION REIMBURSEMENT 568 JUAN M HERNANDEZ 601515 10/26/2023 $13,460.00 CONTRACT SERVICES 2942 JAIROS PLUMBING INC 601516 10/26/2023 $2,691.00 CONTRACT SERVICES 4295 JOLLY BOUNCERS INC 601517 10/26/2023 $1,900.00 CONTRACT SERVICES 4219 MOHAMMED KHAN 601518 10/26/2023 $1,900.00 CONTRACT SERVICES 4219 MOHAMMED KHAN 601519 10/26/2023 $149.00 CONTRACT SERVICES 2410 LOS ANGELES COUNTY DEPT OF HEALTH SERVICES 601520 10/26/2023 $362.34 CONTRACT SERVICES 4810 LA COUNTY DEPT OF PUBLIC WORKS 601521 10/26/2023 $5,495.00 CONTRACT SERVICES 3401 M & J PAUL ENTERPRISES INC 601522 10/26/2023 $759.69 SUPPLIES 790 CITY OF MONTEBELLO PETTY CASH 601523 10/26/2023 $1,927.04 VEHICLE MAINTENANCE/EXPENSES 54300 SHAK ENTERPRISES INC 601524 10/26/2023 $711.43 MACHINERY & EQUIPMENTS 450 MUNICIPAL EMERGENCY SERVICES INC 601525 10/26/2023 $2,922.73 VEHICLE MAINTENANCE/EXPENSES 2480 SOCAL AUTO & TRUCK PARTS INC 601526 10/26/2023 $800.00 ADVERTISING/PRINTING SERVICES 4218 OESTE DESIGN STUDIO 601527 10/26/2023 $492.13 SUPPLIES 15620 OFFICE DEPOT INC 601528 10/26/2023 $71.00 TRAINING 3890 ORANGE COUNTY SHERIFFS DEPARTMENT 601529 10/26/2023 $1,148.00 CONTRACT SERVICES 3055 CHARLES R ONEAL
EXHIBIT A
WARRANT# DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME City of Montebello
Register of Demands No. 1562
From Payment Date 10/13/23 - To Payment Date 10/26/23
601530 10/26/2023 $8,773.67 CONTRACT SERVICES 3279 PROCURE AMERICA INC 601531 10/26/2023 $349.80 UNIFORM EXPENSE 56260 PRUDENTIAL OVERALL SUPPLY 601532 10/26/2023 $95.00 GENERAL GOVERNMENT 4292 GLORIA SALAZAR 601533 10/26/2023 $1,146.00 TRAINING 43150 SAN BERNARDINO COUNTY SHERIFFS DEPARTMENT 601534 10/26/2023 $1,116.68 UTILITY SERVICES 14730 SAN GABRIEL VALLEY WATER CO 601535 10/26/2023 $423.30 CONTRACT SERVICES 673 SILVER & WRIGHT LLP 601536 10/26/2023 $217.69 VEHICLE MAINTENANCE/EXPENSES 716 SOUTH BAY FORD INC 601537 10/26/2023 $504.91 PERMITS AND FEES 28240 SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT 601538 10/26/2023 $168.37 PERMITS AND FEES 28240 SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT 601539 10/26/2023 $81,919.68 UTILITY SERVICES 45630 SOUTHERN CALIFORNIA EDISON 601540 10/26/2023 $11,419.10 UTILITY SERVICES 40520 SOUTHERN CALIFORNIA GAS CO 601541 10/26/2023 $370.05 FRINGE BENEFITS 1990 STANDARD INSURANCE COMPANY 601542 10/26/2023 $1,395.00 CONTRACT SERVICES 1312 SWANK MOTION PICTURES INC 601543 10/26/2023 $3,316.17 VEHICLE MAINTENANCE/EXPENSES 60710 THE AFTERMARKET PARTS COMPANY LLC 601544 10/26/2023 $3,000.00 CONTRACT SERVICES 4294 TRAINS ON THE MOVE 601545 10/26/2023 $390.87 SUPPLIES 45120 ULINE INC
601546 10/26/2023 $4,653.86 CONTRACT SERVICES 3406 UNIVERSAL PROTECTION SERVICES LP 601547 10/26/2023 $375.00 CONTRACT SERVICES 4265 TONY VELAZQUEZ 601548 10/26/2023 $597.36 CONTRACT SERVICES 4003 VEOLIA WTS SERVICES USA, INC. 601549 10/26/2023 $22,170.75 CONTRACT SERVICES 40860 WEST COAST ARBORISTS INC 601550 10/26/2023 $5,887.50 CONTRACT SERVICES 1087 MYRNA CASTANON CHECK TOTAL $832,990.19
GRAND TOTAL $1,926,803.82
EXHIBIT
CITY OF MONTEBELLO FORECASTED AGENDA
NOTE: The attached exhibit is a draft version that is to be used for reference purposes only; agenda items, information, and dates are subject to change. The exhibit will be placed at the end of the Agenda Packet.
Item # Description Session Department Presenter
General Plan Update - Location TBD Regular Business Planning Joseph Palombi Item # Description Session Department Presenter
Approval of City Manager Contract Consent
City Attorney's
Office Arnold Glasman
Tentative - PLA Agreement Consent City Attorney's
Office Arnold Glasman
Item # Description Session Department Presenter
City Council Reorganization Regular Business Administration Acting CM Salazar Minutes Consent. Administration Acting CM Salazar
Reso No. ___ Warrant Register Consent. Finance Michael Solorza City Council Forecasted Agenda Calendar - December
DECEMBER 13TH
NOVEMBER 22ND
SPECIAL CITY COUNCIL MEETING
NOVEMBER 13TH
SPECIAL JOINT CITY COUNCIL AND PLANNING COMMISSION MEETING Updated 11/2/2023