Agenda packet — Montebello City Council, September 11, 2024 (part 2 of 6)

MECH./ ELECT.
114

JANITOR
112

STORAGE
111

LAUNDRY
113

RESTROOM
124
U U U
U U U
U U
U

U STORAGE
123
U
37 U
U
U 37
U U
U
U
U
U
U
H
H H
H
H
H
H
H
H
H
H
H
H
H
H
H
U U
U
U
UU
U
E
E
HH U
S
S
S W
W
W
W
S
W
U
W
S
1 2 3 4
F
H
I
J
K
G

CONFERENCE
ROOM
121
REMOVE EXISTING 2'x2' CEILING TILES
AND GRID.

REMOVE EXISTING WOOD TILE

CEILING

REMOVE EXISTING CEILING GYP

BOARD AND GLUE-ON CEILING TILES

WHERE APPLICABLE
PROVIDE NEW 5/8" HIGH IMPACT GYP
BOARD
NEW 2'x4' CEILING TILES AND GRIDS
NOTE:

ICC-ES EVALUATION REPORT: ESR-1308 (SUSPENSION

SYSTEMS FOR ACOUSTIC CELING ASSEMBLIES)
PROVIDE SPECIAL INSPECTION.

REMOVE EXISTING SUPPLY AIR GRILLES

REMOVE EXISTING RETURN AIR GRILLES

REMOVE EXISTING LIGHT FIXTURE

EXISTING LIGHT FIXTURE (E)

EXISTING LIGHT FIXTURE TO REMAIN
(E)

REMOVE EXISTING LIGHT FIXTURE

REMOVE EXISTING SMOKE DETECTOR

REMOVE EXISTING SPEAKER

EXISTING EMERGENCY LIGHTING

EXISTING EXIT SIGN

EXISTING FIRE SPRINKLERS
EXISTING 2X WALL TO BE DEMOLISHED
EXISTING 2X WALL TO REMAIN. PATCH AND

REPAIR TO MATCH EXISTING WHERE

DAMAGED BY DEMOLITION
EXISTING CMU W/ GYP BOARD FOR 1 HR

RATED WALL TO REMAIN
Edward
Lok Ng
C-16840
REN.11/30/25

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 Architec t and their use and pub lication shall be restricted to the original site f or 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 eveid ence of acceptance of these restrictions.

AHJ STAMP APPROVAL
8/27/2024 9:29:07 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
AD1.1
2926
8-27 -2024

MONTEBELLO
LN
LN/JS
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

DEMOLITION REFLECTED

CEILING PLAN
EDA
SCALE: 1/4" = 1'-0" 1 DEMOLITION REFLECTED CEILING PLAN

DEMOLITION KEYNOTES

E REMOVE AND DISPOSE OF EXISTING GYP BOARD AT CEILIN G AND PREPARE FOR NEW WORK.

H REMOVE AND DISPOSE OF EXISTING SUPPLY/REGISTER GRI LLE.

S REMOVE EXISTING SMOKE DETECTOR.

U REMOVE AND DISPOSE OF EXISTING ELECTRICAL LIGHT FI XTURE, ETC. AND PREPARE FOR NEW ELECTRICAL WORK.

W REMOVE, SAVE, AND RE-INSTALL EXISTING SPEAKERS.

SYMBOL LEGEND

ELECTRICAL SYMBOL

WALL LEGEND
NO.

REVISION
DATE
ISSUED

Page 223 of 805 ends

TFD
FD
FD
FD
FD
FD

ACCESSIBLE

RESTROOM
108
FIRE DEPT.

OFFICE
110

KITCHENETTE
119

KITCHEN
130
DINING
131

DAYROOM
129
DORM
127
LOCKER
125
CAPT. DORM
117

STORAGE
116
TOILET
115
MECH./ ELECT.
114

JANITOR
112

STORAGE
111

LAUNDRY
113

CORRIDOR
126

RESTROOM
124

STORAGE
123
CAPT. OFFICE
73 HOSE STORAGE
105

AIR PUMP
104

HOSE TOWER
106
SHOP
103

SERVICE SHOP
102
ELECT.
101

EMERENCY

GENERATOR
100

ROOF ACCESS
132

OUTSIDE

STORAGE
118

STORAGE
84 CONFERENCE
ROOM
121
EXIT: 36"

WOMEN'S

BATHROOM
(ACCESSIBLE)
133

WOMEN'S

LOCKER ROOM
(ACCESSIBLE)
139
OFFICE
138

BATHROOM
(NON-ACCESSIBLE)
140
DOOR
59 6.4"
72"
EXIT ACCESS 63' -3"

MEANS OF EGRESS NOTES

1. WHERE MORE THAN ONE EXIT IS REQUIRED, NO ONE EXIT MAY BE UTILIZED TO ACCOUNT FOR MORE THAN 50% OF THE REQUIRED EGRESS WIDTH. PROVIDE A MORE UNIFORM DISTRIBUTION OF TOTAL EGRESS WIDTH AMONG THE PROVIDED EXITS. (CBC SECTION 1005.5)

2. FLOORS OR LANDINGS ON EACH SIDE OF DOORS TO HAVE THE SAME ELEVATION.

LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS WHICH MAY SLOPE A MAXIMUM OF 2% AWAY FROM THE BUILDING.

3. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.

4. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX).

5. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE

INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CBC SECTION 2702.

6. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES (CBC SECTION 1013.3)

7. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS (CBC SECTION 1013.6.3).

8. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE CBC SECTION 1010.1.9.3 FOR EXCEPTIONS.

9. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX. 48" ABOVE THE FINISHED FLOOR.

10. THE PRIMARY ENTRANCE/EGRESS DOOR SHALL HAVE THE FOLLOWING SIGN POSTED IN A PROMINENT AND VISIBLE LOCATION ABOVE THE DOOR: THIS DOOR TO REMAIN UNLOCKED WHEN SPACE IS OCCUPIED.

11. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH CBC SECTION 1010.1.9 -1010.1.9.12.

12. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.

13. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT - CANDLE AT THE WALKING SURFACE.

14. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY

FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS:

A. AISLES AND UNENCLOSES EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS.

B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.

C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL EXIT

DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDING REQUIRED TO HAVE TWO OR MORE EXITS.

D. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN CBC SECTION 1028.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.

E. EXTERIOR LANDINGS, AS REQUIRED BY CBC SECTION 1010.1.6, FOR EXIT

DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.

15. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH CBC SECTION 2702.

16. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT -CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT -CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT -CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT - CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMITY RATION OF 40 TO 1 SHALL NOT BE EXCEEDED.

B
MEN'S
W.C.

WOMEN'S
W.C.
1 1

TYPE OF
OCC.

MEN'S
LAV.

WOMEN'S
LAV.

DRINKING

FOUNTAIN
SHOWER
1 1 1 -
URINAL
1 OCCUPANCY B PLUMBING REQUIREMENTS:

MEN' W.C. 1: 1 -50
WOMEN'S W.C. 1: 1 -15
MEN'S URINAL 1: 1 -100
MEN'S LAV. 1: 1 -75
WOMEN'S LAV. 1: 1 -50
DRINKING FOUNTAIN 1: 150

SHOWERS -
SERVICE SINK 1

SERVICE
SINK
1 S-2 1 1 1 1 1 -- 1
OCCUPANCY S -2 PLUMBING REQUIREMENTS:

MEN' W.C. 1: 1 -100
WOMEN'S W.C. 1: 1 -100

MEN'S URINAL -
MEN'S LAV. 1: 1 -200
WOMEN'S LAV. 1: 1 -200
DRINKING FOUNTAIN 1: 1 -250

SHOWERS -
SERVICE SINK 1
PROVIDED PLUMBING FIXTURES:

SINGLE OCCUPANT W.C. 6
MEN'S URINAL 2
SINGLE OCCUPANT LAV. 6
DRINKING FOUNTAIN 1 (BOTTLE FILLER)
SHOWERS 3
SERVICE SINK 1 (LAUNDRY)
KITCHEN SINK 1
OCCUPANCY R -2 DORMITORIES PLUMBING REQUIREMENTS:

MEN' W.C. 1: 1 -10
WOMEN'S W.C. 1: 1 -8
MEN'S URINAL 1: 1 -25
MEN'S LAV. 1: 1 -12
WOMEN'S LAV. 1: 1 -12
DRINKING FOUNTAIN 1: 1 -150
SHOWERS 1:1 -8
SERVICE SINK 1
R-2 1 1 1 1 1 11 1
COUNT IS BASED PER CPC 2019 TABLE 422.1
REQUIRED:
1 1
1 1
1 1
-
1 REQUIRED:
1 1
-
1 1
1 -
1 REQUIRED:
1 1
1 1
1 1
1 1

OCCUPANCY TYPE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS
B
S-2
R-2
2502 SF
3940 SF
1909 SF
150 SF
300 SF
200 SF
23 19
17 TOTAL 8351 SF TOTAL 59

PATH OF TRAVEL
OCCUPANT LOAD (CUMULATIVE) ##
OCCUPANCY TYPE B OCCUPANCY U.N.O. (B)
DOOR
OP
32"
0"

EXISTING COMPONANT
OCCUPANCY LOAD @ EXIT COMPONENT

REQUIRED CLEAR WIDTH IN INCHES

PROVIDED CLEAR WIDTH IN INCHES
EXIT COMPONENT WIDTHS: CBC 2022 1005
COMPONENTS: 0.2" /OCC.

Edward
Lok Ng
C-16840
REN.11/30/25

LICENSED ARCHITECT

STATE OF CA L I FORNIA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

AHJ STAMP APPROVAL
8/27/2024 9:28:48 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
A0.0
2926
8-27 -2024

MONTEBELLO
AC
AC
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

CODE ANALYSIS
EDA
SCALE: 3/16" = 1'-0" 1 EGRESS PLAN

OCCUPANCY LOAD
WTWT ROOM NAME SQ. FT. OCCUPANCY
LOAD
FACTOR

OCCUPANT
LOAD
73 CAPT. OFFICE 120 SF B 150 SF 1
84 STORAGE 13 SF S-2 300 SF 1
100 EMERENCY GENERATOR 89 SF B 150 SF 1
101 ELECT. 85 SF B 150 SF 1
102 SERVICE SHOP 75 SF B 150 SF 1
103 SHOP 244 SF B 150 SF 2
104 AIR PUMP 69 SF S-2 300 SF 1
105 HOSE STORAGE 122 SF S-2 300 SF 1
106 HOSE TOWER 95 SF S-2 300 SF 1
108 ACCESSIBLE RESTROOM 61 SF R-2 200 SF 1
110 FIRE DEPT. OFFICE 683 SF B 150 SF 5
111 STORAGE 66 SF S-2 300 SF 1
112 JANITOR 59 SF B 150 SF 1
113 LAUNDRY 56 SF B 150 SF 1
114 MECH./ ELECT. 74 SF B 150 SF 1
115 TOILET 83 SF B 150 SF 1
116 STORAGE 58 SF S-2 300 SF 1
117 CAPT. DORM 161 SF R-2 200 SF 1
118 OUTSIDE STORAGE 47 SF S-2 300 SF 1
119 KITCHENETTE 59 SF B 150 SF 1
121 CONFERENCE ROOM 215 SF B 150 SF 2
123 STORAGE 45 SF S-2 300 SF 1
124 RESTROOM 233 SF B 150 SF 2
125 LOCKER 300 SF R-2 200 SF 2
127 DORM 539 SF R-2 200 SF 3
129 DAYROOM 544 SF R-2 200 SF 3
130 KITCHEN 211 SF R-2 200 SF 2
131 DINING 205 SF R-2 200 SF 2
133 WOMEN'S BATHROOM
(ACCESSIBLE)
79 SF R-2 200 SF 1
134 APPARATUS BAY 3141 SF S-2 300 SF 11
138 OFFICE 426 SF B 150 SF 3
139 WOMEN'S LOCKER ROOM
(ACCESSIBLE)
47 SF R-2 200 SF 1
140 BATHROOM (NON-ACCESSIBLE) 31 SF R-2 200 SF 1
8336 SF 59
N

USE & OCCUPANCY

PLUMBING FIXTURE ANALYSIS
OCC. SQUARE FOOTAGE

CODE ANALYSIS LEGEND
NO.

REVISION
DATE
ISSUED

Page 224 of 805 ends

TFD
FD
FD
FD
FD
FD

ACCESSIBLE

RESTROOM
108
FIRE DEPT.

OFFICE
110

KITCHEN
130
DINING
131

DAYROOM
129
DORM
127
LOCKER
125
CAPT. DORM
117

STORAGE
116
TOILET
115
MECH./ ELECT.
114

JANITOR
112

STORAGE
111

LAUNDRY
113

CORRIDOR
126

RESTROOM
124

HOSE STORAGE
105

AIR PUMP
104

HOSE TOWER
106
SHOP
103

SERVICE SHOP
102
ELECT.
101

EMERENCY

GENERATOR
100

ROOF ACCESS
132

OUTSIDE

STORAGE
118

STORAGE
84 EX.DR.

CONFERENCE
ROOM
121
P.O.T.

P.O.T. P.O.T.

SEE SITE PLAN 1/A1.0

FOR ACCESSIBLE

PARKING STALL
OFFICE
138
A1.1
1 APPARATUS BAY
134
DATE ST.

GREENWOOD AVE

FIRE STATION
No. 56
A5.0
5 PROVIDE NEW

DETECTABLE WARNING AT

ENTRANCE TO BUILDING

PROVIDE STRIPING,

SIGNAGE AND TIRE STOP

FOR NEW ACCESSIBLE

PARKING STALL
Edward
Lok Ng
C-16840
REN.11/30/25

LICENSED ARCHITECT

STATE OF CA L I FORNIA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

AHJ STAMP APPROVAL
8/27/2024 9:28:50 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
A1.0
2926
8-27 -2024

MONTEBELLO
KN
AC
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

FLOOR PLAN
EDA
SCALE: 1/8" = 1'-0" 2 RENOVATION FLOOR PLAN
N
SCALE: 1/16" = 1'-0" 1 SITE PLAN
N
NO.

REVISION
DATE
ISSUED

Page 225 of 805 ends

TFD
FD
FD
FD
FD
FD
A. MAINTAIN AND EXTEND EXISTING PLUMBING SUPPLY, DR AIN, AND VENT PIPING TO ACCOMMODATE NEW FIXTURE LAYOUT. PROVIDE PIPE OF SIZES

AND MATERIALS TO COMPLY WITH CODE AS REQUIRED FOR PROPER OPERATION. CAP AND REMOVE ALL ABANDONED PIPING.

B. ELECTRICAL / MECHANICAL EQUIPMENT AND DEVICES: R EINSTALL AND PROPERLY RECONNECT EXISTING DUCTWORK; SWITCHES; THERMOSTATS; AND OTHER EXISTING ELEC./MECH., EQUIPMENT AND DEVICES REMOVED DURING THE WORK BUT NOT INDICATED TO BE REMOVED. REINSTALL ONLY EQUIPMENT AND DEVICES THAT ARE IN GOOD CONDITION. DISCARD

EQUIPMENT AND DEVICES THAT ARE NOT IN CONDITION AT LEAST AS

GOOD AS EXISTED BEFORE REMOVAL, AND PROVIDE NEW EQUIVALENT EQUIPMENT AND DEVICES. NEW EQUIPMENT AND DEVICES SHALL EXACTLY

MATCH THOSE REMOVED IN TYPE, SIZE, FINISH, CONFIGURATION , AND OPERATING CHARACTERISTICS, UNLESS NOTED OTHERWISE. ALL INSTALLATION SHALL MEET CURRENT BUILDING CODE.

C. PROVIDE NEW MATERIALS TO MATCH EXISTING UNDISTUR BED WORK FOR CLOSING OF OPENINGS, REPAIRS, AND RENOVATION. NEW FINISH

MATERIALS AND SUBSTRATES TO MATCH EXISTING SHALL BE THE SAME TYPES, SIZES, QUALITIES, AND COLORS AS EXISTING ADJACENT MATERIAL.

REPAIR ALL DAMAGED OR DEFACED FLOOR, WALL, AND CEILING FINISHES ASSOCIATED WITH THESE ALTERATIONS.

D. WHERE EXISTING PLUMBING VENTS ARE REMOVED FROM T HE ROOF AND

NEW ONE ARE INSTALLED THE CONTRACTOR SHALL PATCH AND REPAIR THE ROOF. THE PATCHING AND REPAIR SHALL BE DONE USING A SUB-

CONTRACTOR EXPERIENCED WITH ROOFING IN GENERAL AND ROOFING REPAIRS.

E. IF PROVIDED, PROVIDE SIGNS IDENTIFYING PERMANENT ROOMS AND SPACE IN ACCORDANCE WITH CBC 11B-216.2 AND CBC 11B-703-213.3.

EXISTING 2X WALL TO BE DEMOLISHED
EXISTING 2X WALL TO REMAIN. PATCH AND

REPAIR TO MATCH EXISTING WHERE

DAMAGED BY DEMOLITION
EXISTING CMU W/ GYP BOARD FOR 1 HR

RATED WALL TO REMAIN
NEW 2X6 STUDS AT 16" O.C. WOOD
STUD WALL WITH 5/8"HIGH IMPACT
GYP. BOARD AT BOTH SIDES AND

MOISTURE RESISTANT AT WET
LOCATIONS WITH R-13 BATT

INSULATION

ACCESSIBLE

RESTROOM
108
FIRE DEPT.

OFFICE
110

KITCHENETTE
119
MECH./ ELECT.
114

JANITOR
112

STORAGE
111

LAUNDRY
113

RESTROOM
124

STORAGE
123
CAPT. OFFICE
73 CONFERENCE
ROOM
121
E
E
B
AB
B
110-2
108-1
110-1
OFFICE
138
08 03
12 01
12 01 12 01 08 03
12 01
12 01
A4.0
2 A4.0
1 06 02
06 01
A4.0
2 06 01
1 A3.0
A2.1
7 5
8 6
A2.1
9 11
12 10
A2.1
3 1
4 2
08 03
06 06
03 02
TYP.
03 02
110-3
140-1
139-1
137-1
73-1
B
B
06 01
06 01
06 01
06 01
06 06
3 A3.0

WOMEN'S

BATHROOM
(ACCESSIBLE)
133

WOMEN'S

LOCKER ROOM
(ACCESSIBLE)
139

BATHROOM
(NON-ACCESSIBLE)
140
5' - 10"
9' - 6"
09 02
09 08
12"
N.I.S.

N.I.S.

N.I.S.
03 02 PC-1
PC-1
16' - 5" 5' - 1" 5' - 10" 7' - 6" 6' - 8" 7' - 0"
5' - 0" 12' - 0" 3' - 1" 6' - 1" 13' - 3" 13' - 2"
14' - 4" 5' - 5" 5' - 6" 11' - 6" 5' - 6" 2' - 1"
1' - 10" 17' - 7" 7' - 5"

NEW CERAMIC TILE FLOORING

WITH DEPRESSED SLAB

POLISHED CONCRETE
Edward
Lok Ng
C-16840
REN.11/30/25

LICENSED ARCHITECT

STATE OF CA L I FORNIA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

AHJ STAMP APPROVAL
8/27/2024 9:28:52 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
A1.1
2926
8-27 -2024

MONTEBELLO
LN
LN/JS
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

RENOVATION PLAN
EDA

RENOVATION KEYNOTES
03 02 EXISTING POLISH CONCRETE SLAB TO BE STAINED, RE-POLISHED AND SEALED. 06 01 EXISTING WALL TO REMAIN.
06 02 NEW WOOD FRAMED WALL. SEE WALL LEGEND.
06 06 PROVIDE NEW IN-FILL WALL FRAMING AND INSULATION. PROVIDE EXTERIOR FINISH TO MATCH EXISTING.
08 03 NEW DOOR THRESHOLD AS NOTED IN THE DOOR SCHEDULE. 09 02 NEW RUBBER BASE, PER FINISH SCHEDULE.
09 08 PROVIDE NEW PAINT PER MATERIAL SCHEDULE.
12 01 NEW FURNITURE. OWNER TO PROVIDE. CONTRACTOR TO INSTALL.

RENOVATION NOTES

WALL LEGEND

FURNITURE SCHEDULE
Type
Mark Model
A 30X60 DESK
B 30X60 DESK, 24X60 RETURN
E 24X24X43.5 ERGONOMIC TASK CHAIR
SCALE: 1/4" = 1'-0" 1 RENOVATION PLAN

FLOOR SYMBOLS
NO.

REVISION
DATE
ISSUED

Page 226 of 805 ends

STORAGE
111

LAUNDRY
113

JANITOR
112
MECH./ ELECT.
114

RESTROOM
124

STORAGE
123
P-1
NOTE: FIRE SPRINKLER ALTERATIONS TO BE DEFFERED SUBMITTAL BY CONTRACTOR TO THE FIRE DEPARTMENT PREVENTION DIVISION. CONTRACTOR TO PROVIDE DESIGN PLANS OR ANY NEEDED INFORMATION TO GET APPROVAL FROM FIRE DEPARTMENT & INSTALLATION. LOCATION OF EXISTING FIRE SPRINKLERS FOR REFERENCE ONLY. 1 2
3 4
F
H
I
J
K
G
EXIT
EXIT
EXIT
EXIT

CONFERENCE
ROOM
121
28 01
28 01
28 01
28 01
23 11
27 01
27 01
27 01
27 01
27 01
27 01
27 01
27 01
10 09
10 09
10 09
10 09
10 09
10 09
27 01
27 01
28 01
27 01
10 09
26 08 LF-3
LF-3 26 08
LF-326 08
LF-1 26 09
10 09 LF-2
26 01
28 01
26 10
26 10
26 10
26 10
TYP.
23 09
23 09
23 09
23 09
23 11
23 11
23 11
23 11
23 09
23 11
23 09
23 11
23 11 23 11
28 01
27 01
P-1
P-1
P-1
P-1
23 03
23 03
23 01
23 01
23 03
6" RECESSED LED DOWNLIGHTS

REMOVE EXISTING SUPPLY AIR GRILLES

NEW SUPPLY AIR GRILLES

NEW RETURN AIR GRILLES

OCCUPANCY SENSOR SWITCH
NEW 4" X 4' RECESSED MOUNTED

FLUORECENT

LIGHT FIXTURE
S
OS

NEW SPEAKER ALARM TO BE INSTALLED BY

OWNER AND COORDINATED WITH

CONTRACTOR

ALARM ANNUNCIATOR
(N)

FAN BATHROOM EXHAUST FAN

THERMOSTAT T

LAND LINE PHONE
SWITCH

EXISTING FIRE SPRINKLERS TO REMAIN

SMOKE DETECTOR

EXIT NEW ILLUMINATED EXIT SIGN

NEW LINEAR LIGHT FIXTURE AT

CEILING GRID

NEW SURFACE MOUNTED LINEAR

LIGHT FIXTURE
REMOVE EXISTING 2'x2' CEILING TILES
AND GRID.

REMOVE EXISTING WOOD TILE

CEILING

REMOVE EXISTING CEILING GYP

BOARD AND GLUE-ON CEILING TILES

WHERE APPLICABLE
PROVIDE NEW 5/8" HIGH IMPACT GYP
BOARD NEW 2'x4' CEILING TILES AND GRIDS
NOTE:

ICC-ES EVALUATION REPORT: ESR-1308 (SUSPENSION

SYSTEMS FOR ACOUSTIC CELING ASSEMBLIES)
PROVIDE SPECIAL INSPECTION.
1-INCH INTEGRATED LINEAR LED T -BAR GRID

CEILING LIGHT

MARK SYMBOL DESCRIPTION
LF -1
LF -2
LF -3 4-INCH LINEAR RECESSED LINEAR LED LIGHT

LED CLEAR EDGE -LIT EXIT SIGN WITH GREEN LETTER
AND INTEGRAL 90 -MINUTE IN -CAD EMERGENCY
BATTERY PACK.

EXIT
ALCON LIGHTING, MODEL 12525

APPROVED EQUAL WITH LUTRON CONTROLS

MANUFACTURER
ALCON LIGHTING, MODEL 12100 -40 -R

APPROVED EQUAL WITH LUTRON CONTROLS
LITHONIA LRP -1-GC -120 -ELN

APPROVED EQUAL WITH LUTRON CONTROLS

OFFICES, CAPTAIN'S OFFICE, KITCHENETTE

LOCATION

RESTROOMS, LOCKER ROOM, NEW

RESTROOM HALLWAY

EXIT DOORS
TOTALS
33 7
3 4” LED ROUND DOWNLIGHT - SHOWER 1
EXIT
Edward
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C-16840
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LICENSED ARCHITECT

STATE OF CA L I FORNIA
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Client:

AHJ STAMP APPROVAL
8/27/2024 9:28:54 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
A1.2
2926
8-27 -2024

MONTEBELLO
KN
KN
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

RENOVATION REFLECTED

CEILING PLAN
EDA
SCALE: 1/4" = 1'-0" 1 RENOVATION REFLECTED CEILING PLAN

ELECTRICAL SYMBOLS

RENOVATION KEYNOTES
10 09 EXISTING FIRE SPRINKLER TO REMAIN, PROTECT IN PLACE. 23 01 NEW SUPPLY/RETURN GRILLE. SEE MECHANICAL DRAWI NGS FOR DUCTWORK & LOCATION OF REGISTERS, DIFFUSERS, & GRILLS.
23 03 NEW EXHAUST FAN. REPAIR AND MATCH EXISTING ROO F. 23 09 NEW RETURN AIR GRILLE.
23 11 NEW SUPPLY DIFFUSER AIR GRILLE.
26 01 NEW SURFACE MOUNT LINEAR LED LIGHT FIXTURE. SE E ELECTRICAL DRAWINGS FOR MORE INFORMATION.
26 08 NEW RECESSED MOUNT LINEAR LED LIGHT FIXTURE. S EE ELECTRICAL DRAWINGS FOR MORE INFORMATION.
26 09 NEW RECESSED MOUNT "CAN" LED LIGHT FIXTURE. SE E ELECTRICAL DRAWINGS FOR MORE INFORMATION.
26 10 NEW SURFACE MOUNT OCCUPANCY SENSOR. SEE ELECTR ICAL DRAWINGS FOR MORE INFORMATION.
27 01 NEW RECESSED SPEAKER. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION.
28 01 NEW SMOKE DETECTOR.

SYMBOL LEGEND

LIGHT FIXTURE LEGEND
NO.

REVISION
DATE
ISSUED

Page 227 of 805 ends

N
23 03
2 3/8" / 1'-0" 8" / 1'-0"
TYP.
23 03 TYP.

Edward
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C-16840
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LICENSED ARCHITECT

STATE OF CA L I FORNIA
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Client:

AHJ STAMP APPROVAL
8/27/2024 9:28:55 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
A1.4
2926
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MONTEBELLO
LN
LN/JS
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

ROOF PLAN
EDA
SCALE: 1/4" = 1'-0" 1 ROOF PLAN

RENOVATION KEYNOTES
23 03 NEW EXHAUST FAN. REPAIR AND MATCH EXISTING ROO F.

NO.

REVISION
DATE
ISSUED

Page 228 of 805 ends

1. UNLESS SPECIFICALLY INDICATED OTHERWISE, PRODUCT S SCHEDULED

INDICATE QUALITY STANDARD REQUIRED, BUT ARE NOT INTENDED TO LIMIT COMPETITION. LISTED COLORS AND FINISHES ESTABLISH COLOR AND FINISH REQUIRED. EXCEPT FOR PRODUCTS NOTED AS "OWNER'S STANDARD,"

APPROVED EQUAL PRODUCTS MAY BE SUBMITTED FOR OWNER
REPRESENTATIVE'S REVIEW AND APPROVAL.

2. COLORS AND FINISHES SHALL MATCH SAMPLES AVAILABL E FOR VIEW BY CONTRACTOR AT OWNER REPRESENTATIVE'S PROJECT SITE OFFICE.

ARCHITECT IS SOLE JUDGE OF COLOR AND FINISH MATCH.

3. WHERE "MATCH EXISTING" IS INDICATED, PROVIDE NEW MATERIAL AS NECESSARY TO PATCH OR EXTEND EXISTING MATERIAL. UNLESS AN

EXCEPTION IS SPECIFICALLY NOTED, NEW MATERIAL SHALL MATCH EXISTING IN TYPE, MATERIAL, SIZE, THICKNESS, COLOR, AND PATTERN.

4. WHERE CONTRACT DOCUMENTS REQUIRE COLOR MATCH, BU T EXISTING

COLOR'S NAME IS UNKNOWN, MATCH COLORS AS NEARLY AS PRACTICABLE BY FIELD COMPARISON. ARCHITECT IS SOLE JUDGE OF COLOR MATCH ACCURACY. MISMATCHED COLORS WHERE MATCH IS REQUIRED WILL BE REJECTED.

RB-1
P-1
P-2 105
139-1
RB-1
P-1
105
RB-1
P-1P-1
RB-1
8' - 0"
PT-2
PT-3
102
FV-1
WC-1
101
SF-1
PT-2
PT-2
P-1
102
101
WC-1
FV-1
8' - 0"
54"
137-1
P-2
PT-3
P-1
PT-2
PT-3
104
LAV-1
SF-1
105
42"
8' - 0"
P-1P-1
PT-2
PT-3
103
P-2
PT-3
P-2
140-1
8' - 0"
8' - 0"
PT-2
FV-1
WC-1
8' - 0"
PT-3
P-1
SS-1
PT-2
PT-3
LAV-1
FV-1
WC-1
SF-1
42"
P-1
8' - 0"
PT-3
PT-2
P-1
LAV-1
54"
P-1
PT-3
PT-2
LAV-1
54"
8' - 0"
103
40"
P-1
PT-2PT-3
104
LAV-1
34"
40"
P-2
54"
P-1
PT-2
PT-3
102
WC-1
FV-1
101
54"
36"
0' - 8"
P-1
PT-2
PT-3
102
FV-1
WC-1
54"
17"
06 04 PL-1
SS-1
33"
P-1
RB-1
P-1
RB-1

OPEN TO
BEYOND
P-1
PL-1
Edward
Lok Ng
C-16840
REN.11/30/25

LICENSED ARCHITECT

STATE OF CA L I FORNIA
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Date Issue:

Client:

AHJ STAMP APPROVAL
8/27/2024 9:28:57 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
A2.0
2926
8-27 -2024

MONTEBELLO
LN
LN/JS
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

INTERIOR ELEVATIONS
EDA

RENOVATION KEYNOTES
06 04 NEW 24" DEEP LOWER CABINETS WITH PLASTIC LAMINATE OVER 3/4" PLYWOOD WITH ADJUSTABLE SHELVES AT 12" O.C. OR DRAWERS PER ELEVATION. PROVIDE 4" STAINLESS FINGER CABINET PULLS AT DOORS AND DRAWERS. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL BEFORE FABRICATION.

FINISH MATERIAL NOTES
SCALE: 1/4" = 1'-0" 10 LOCKER ROOM 139 - EAST
SCALE: 1/4" = 1'-0" 11 LOCKER ROOM 139 - SOUTH
SCALE: 1/4" = 1'-0" 12 LOCKER ROOM 139 - WEST
SCALE: 1/4" = 1'-0" 9 LOCKER ROOM 139 - NORTH
SCALE: 1/4" = 1'-0" 20 BATHROOM 133 - WEST
SCALE: 1/4" = 1'-0" 17 BATHROOM 133 - NORTH
SCALE: 1/4" = 1'-0" 19 BATHROOM 133 - SOUTH
SCALE: 1/4" = 1'-0" 18 BATHROOM 133 - EAST
SCALE: 1/4" = 1'-0" 13 BATHROOM 140 - NORTH
SCALE: 1/4" = 1'-0" 14 BATHROOM 140 - EAST
SCALE: 1/4" = 1'-0" 15 BATHROOM 140 - SOUTH
SCALE: 1/4" = 1'-0" 16 BATHROOM 140 - WEST
SCALE: 1/4" = 1'-0" 1 ACCESSIBLE RESTROOM 108 - N
SCALE: 1/4" = 1'-0" 2 ACCESSIBLE RESTROOM 108 - E SCALE: 1/4" = 1'-0" 3 ACCESSIBLE RESTROOM 108 - S SCALE: 1/4" = 1'-0" 4 ACCESSIBLE RESTROOM 108 - W SCALE: 1/4" = 1'-0" 5 KITCHENETTE 119 - NORTH
SCALE: 1/4" = 1'-0" 6 KITCHENETTE 119 - EAST
SCALE: 1/4" = 1'-0" 7 KITCHENETTE 119 - SOUTH
SCALE: 1/4" = 1'-0" 8 KITCHENETTE 119 - WEST
NO.

REVISION
DATE
ISSUED

Page 229 of 805 ends

P-1
8' - 8"
P-1
P-2
RB-1
8' - 8"
P-1
RB-1
P-1
RB-1
P-1
RB-1
P-2
P-1
RB-1
P-208 04
P-1
110-3
P-1
P-2
P-1
140-1

OPEN TO
BEYOND
P-2
P-1
RB-1
P-1P-2
P-1

OPEN TO

KITCHENETTE

OPEN TO
BEYOND
RB-1
8' - 8"
P-1
RB-1
P-1
P-1
RB-1
P-1
RB-1
P-1
P-1
Edward
Lok Ng
C-16840
REN.11/30/25

LICENSED ARCHITECT

STATE OF CA L I FORNIA
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Date Issue:

Client:

AHJ STAMP APPROVAL
8/27/2024 9:28:59 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
A2.1
2926
8-27 -2024

MONTEBELLO
LN
AC
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

INTERIOR ELEVATIONS
EDA
SCALE: 1/4" = 1'-0" 1 CAPT. OFFICE 73 - NORTH
SCALE: 1/4" = 1'-0" 2 CAPT. OFFICE 73 - EAST
SCALE: 1/4" = 1'-0" 3 CAPT. OFFICE 73 - SOUTH
SCALE: 1/4" = 1'-0" 4 CAPT. OFFICE 73 - WEST
SCALE: 1/4" = 1'-0" 5 FIRE DEPT. OFFICE 110 - NORTH
SCALE: 1/4" = 1'-0" 6 FIRE DEPT. OFFICE 110 - EAST
SCALE: 1/4" = 1'-0" 7 FIRE DEPT. OFFICE 110 - SOUTH
SCALE: 1/4" = 1'-0" 8 FIRE DEPT. OFFICE 110 - WEST
SCALE: 1/4" = 1'-0" 9 OFFICE 138 - NORTH
SCALE: 1/4" = 1'-0" 10 OFFICE 138 - EAST
SCALE: 1/4" = 1'-0" 11 OFFICE 138 - SOUTH
SCALE: 1/4" = 1'-0" 12 OFFICE 138 - WEST

RENOVATION KEYNOTES
08 04 NEW DOOR AND DOOR HARDWARE. SEE DOOR SCHEDULE.

NO.

REVISION
DATE
ISSUED

Page 230 of 805 ends

OFFICE
138

CONFERENCE
ROOM
121

WOMEN'S

BATHROOM
(ACCESSIBLE)
133
07 01
LOCKER
125
DORM
127

DAYROOM
129
DINING
131
N.I.S. N.I.S. N.I.S. N.I.S. N.I.S. N.I.S.
8' - 8"
8' - 0"
07 04 06 08

A B C D E F H I J KG
FIRE DEPT.

OFFICE
110

BATHROOM
(NON-ACCESSIBLE)
140

WOMEN'S

LOCKER ROOM
(ACCESSIBLE)
139

WOMEN'S

BATHROOM
(ACCESSIBLE)
133

STORAGE
123
07 01
03 16

APPARATUS BAY
134
(N) BEAM
8' - 8"
8' - 0"
(N) BEAM
07 04 06 08 06 08 06 08
N.I.S. N.I.S.
(E) BEAM
20' - 7"
11' - 8"
Edward
Lok Ng
C-16840
REN.11/30/25

LICENSED ARCHITECT

STATE OF CA L I FORNIA
Client:

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Date Issue:

Client:

AHJ STAMP APPROVAL
8/27/2024 9:29:00 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
A3.0
2926
8-27 -2024

MONTEBELLO
LN
LN/JS
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

SECTIONS
EDA

RENOVATION KEYNOTES
03 16
06 08 NEW 2X CEILIGN FRAMING.
07 01 TYPICAL, PROVIDE NEW R-30 BATT INSULATION AT CEILINGS. 07 04 NEW ACOUSTIC CEILING TILE.

SCALE: 1/4" = 1'-0" 1 Section AA
SCALE: 1/4" = 1'-0" 3 SECTION BB
NO.

REVISION
DATE
ISSUED

Page 231 of 805 ends

FD
FD
FD
FD
FD
FD
A2.0 10
9 12
11 A2.0 20
19 18
17 WOMEN'S

BATHROOM
(ACCESSIBLE)
133
22 03 WC-1
22 05 LAV-1
22 01
22 04
22 03 WC-1
10 01
22 04
22 02
A2.0
13 16 14
15 06 05
110-3
10' - 1" 4' - 0"
5' - 11" 7' - 5" 6' - 8"
03 01
140-1
139-1
137-1
7' - 0"
03 01
LAV-1
08 01

WOMEN'S

LOCKER ROOM
(ACCESSIBLE)
139

BATHROOM
(NON-ACCESSIBLE)
140
09 06
06 06
22 01
22 06
A5.1
11 A5.1
11 3' - 6"
06 07
06 03
2' - 8"

GLASS DOOR
2' - 7"
1' - 3" 1' - 3" 2' - 0"
SS-1
2' - 8"
2'-6"
23 1/2"
6' - 10"
PT-2
08 01
12 03

KITCHENETTE
119
A2.0 68
5 7
22 07 SK-1
11 01
11 03
2' - 6"
7' - 11"
2' - 0"
5' - 0" 2' - 4"

ACCESSIBLE

RESTROOM
108
108-1
08 03
A2.0
1 4 2
3 22 03
WC-1
10 01
LAV-1 22 06
3' - 6"
PT-2
A5.1
11 EXISTING 2X WALL TO BE DEMOLISHED
EXISTING 2X WALL TO REMAIN. PATCH AND

REPAIR TO MATCH EXISTING WHERE

DAMAGED BY DEMOLITION
EXISTING CMU W/ GYP BOARD FOR 1 HR

RATED WALL TO REMAIN
NEW 2X6 STUDS AT 16" O.C. WOOD
STUD WALL WITH 5/8"HIGH IMPACT
GYP. BOARD AT BOTH SIDES AND

MOISTURE RESISTANT AT WET
LOCATIONS WITH R-13 BATT

INSULATION
NO.

B
E

MICROWAVE OVEN
COLOR/MODEL NO. EQUIPMENT MANUF.

REFRIGERATOR
C
D
F

GARBAGE DISPOSAL WASTE KING
A
-
-
-
- -
-
-
-
-
-
G
H
- -
- -
Edward
Lok Ng
C-16840
REN.11/30/25

LICENSED ARCHITECT

STATE OF CA L I FORNIA
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Client:

AHJ STAMP APPROVAL
8/27/2024 9:29:01 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
A4.0
2926
8-27 -2024

MONTEBELLO
LN
AC
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

ENLARGED PLAN
EDA
SCALE: 1/2" = 1'-0" 1 ENLARGED RESTROOM PLAN
SCALE: 1/2" = 1'-0" 2 ENLARGED KITCHENETTE PLAN
SCALE: 1/2" = 1'-0" 3 ENLARGED ACCESSIBLE RESTROOM

PLUMBING FIXTURE SCHEDULE

MARK TYPE DESCRIPTION CW HW W V
FD-1 FLOOR DRAIN J.R. SMITH FIG. 2115-A FLOOR DRAIN W ITH DUCO CAST BODY, ROUND, HEEL PROOF

ADJUSTABLE STAINER GRATE WITH COMMON FRONT AND BACK DOUBLE DRAINAGE FLANGE, WEEP HOLES, 2" HUBLESS; FURNISH WITH TRAP PRIMER CONNECTION. 0' - 2" 0' - 1 1/2"
FV-1 FLUSH VALVE AMERICAN STANDARD ULTIMA MANUAL TOIL ET FLUSH VALVE, DIAPHRAGM-TYPE, 128 GPF MODEL: 6147122.002
LAV-1 LAVATORY AMERICAN STANDARD ORBIT UNDERCOUNTER C OUNTER TOP SINK VITREOUS CHINA WHITE MODEL # 475.028
LF-1 LAVATORY FAUCET AMERICAN STANDARD BEDMINISTER 2 HANDLE 4 - INCH CENTERSET BATHROOM FAUCET BRUSHED NICKEL, 1.5 GPM @ 60 PSI. MODEL #7508201.002
0' - 0 3/4" 0' - 2" 0' - 1 1/2"
SF-1 SHOWER FAUCET AMERICAN STANDARD FILTERED 4 -SPRA Y HAND SHOWER RAIL SYSTEM BRUSHED NICKEL,

1.8 GPF AT 80 PSI. MODEL # 9238759.295
0' - 0 3/4" 0' - 2" 1' - 0 1/2"
SK-1 SINK AMERICAN STANDARD PORTSMOUTH 23 X 18 INCH S TAINLESS STEEL UNDERMOUNT SINGLE BOWL ADA KITCHEN SINK 18SB6231800S.075
SKF-1 SINK FAUCET AMERICAN STANDARD COLONY CHOICE SIN GLE CONTROL KITCHEN FAUCET STAINLESS STEEL, 1.8 GPM @ 60 PSI. MODEL# 4175.701
0' - 0 3/4" 0' - 2" 0' - 2 1/2"
TP-1 TRAP PRIMER PPP PRESSURE TYPE PRIMER WITH TRIM F OR MULTIPLE RUNOUTS 0' - 0 1/2" WC-1 WATER CLOSET AMERICAN STANDARD MADERA FLOWISE 16 -1/2" HEIGHT ELONGATED BARRIER FREE (ADA)

1.28 GPF MODEL#3461.001 COLOR WHITE CHINA
0' - 1 1/2" 0' - 3" 0' - 2"
WC-2 WATER CLOSET AMERICAN STANDARD MADERA FLOWISE 16 -1/2" HEIGHT ELONGATED 1.28 GPF MODEL#3461.001 COLOR WHITE CHINA
0' - 1 1/2" 0' - 3" 0' - 2"

RENOVATION KEYNOTES
03 01 NEW DEPRESSED CONCRETE SLAB AT SHOWER TO SLOPE 2% MAXIMUM TO FLOOR DRAIN. DEPRESS FLOOR 3" TO ALLOW FLUSH FLOOR TRANSITION AT ADA SHOWER PAN.
06 03 EXISTING POST TO REMAIN. PROTECT IN PLACE.
06 05 NEW UPPER CABINETS WITH PLASTIC LAMINATE OVER 3/4" PLYWOOD WITH ADJUSTABLE SHELVES AT 12" O.C. PROVIDE 4" STAINLESS FINGER CABINET PULLS AT DOORS AND DRAWERS. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL BEFORE FABRICATION.
06 06 PROVIDE NEW IN-FILL WALL FRAMING AND INSULATIO N. PROVIDE EXTERIOR FINISH TO MATCH EXISTING.
06 07 NEW POST. SEE STRUCTURAL DRAWINGS.
08 01 NEW GLASS (TEMPERED) AND ALUMINUM SHOWER DOOR SYSTEM WITH CHROME HARDWARE. PROVIDE SUBMITTAL FOR REVIEW PRIOR TO CONSTRUCTION. 08 03 NEW DOOR THRESHOLD AS NOTED IN THE DOOR SCHEDU LE. 09 06 NEW QUARTZ COUNTERTOP MOUNTED AT 34" HIGH ABOV E FINISH FLOOR.

PROVIDE 29" APRON CLEARANCE AND 27" KNEE SPACE CLEARANCE. PROVIDE STEEL ANGLE KNEE BRACE AT 24" O.C. PROVIDE INTEGRAL SPLASH WHERE OCCURS PER ELEVATIONS AND DETAILS.
10 01 NEW ONE-PIECE GRAB BAR (42"X54"). 1-1/2" OUTSI DE DIAMETER STAINLESS STEEL FINISH. MOUNT TOP OF GRAB BAR 34" ABOVE FINISH FLOOR.
11 01 KITCHEN APPLIANCES PER SCHEDULE. CONTRACTOR TO INSTALL AND EXTEND AND PROVIDE PROPER ELECTRICAL POWER AND GAS LINE, WHERE OCCURS.

PROVIDE NEW GAS VALVE AND FLEXIBLE STAINLESS STEEL GAS APPLIANCE LINE WITH REQUIRED FITTINGS WHERE REQUIRED.
11 03 PROVIDE NEW MICROWAVE UNDER UPPER CABINET. UPP ER CABINET AND APPLIANCE WIDTH TO BE THE SAME. OWNER TO PROVIDE SPECIFICATION SHEETS FOR ALL APPLIANCES, CONTRACTOR TO PROCURE AND INSTALL. SEE ELEVATION FOR ADDITIONAL INFORMATION.
12 03 PROVIDE AND INSTALL SHOWER CURTAIN AND ROD. PR OVIDE SUBMITAL PRIOR TO CONSTRUCTION FOR REVIEW AND APPROVAL BY OWNER/ARCHITECT. 22 01 NEW FLOOR DRAIN. SEE PLUMBING DRAWINGS FOR MOR E INFORMATION. 22 02 NEW LAVATORY ON LOWER BASE CABINETS W/ PLASTIC LAMINATE OVER SOLID PLYWOOD AND COUNTERTOP. PROVIDE 20"x20"X1/8" THICK L-ANGLE BRACKET @16" O.C. CONCEAL IN WALL, PROVIDE PIPE INSULATION TO FULLY COVER

DRAIN/WATER PIPES AND EXPOSED SHARP/ABRASIVE SURFACES UNDER THE NEW LAVATORY. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL BEFORE FABRICATION. SEE PLUMBING FIXTURE SCHEDULE.
22 03 NEW FLOOR MOUNTED WATER CLOSET. SEE PLUMBING D RAWINGS FOR MORE INFORMATION.
22 04 NEW SHOWER HEAD, 60" LONG HOSE. & CONTROLS. SE E INTERIOR ELEVATION & PLUMBING DRAWINGS FOR MORE INFORMATION.
22 05 NEW COUNTER MOUNT FAUCET. SEE PLUMBING FIXTURE SCHEDULE. 22 06 NEW ADA COMPLIANT LAVATORY AND FAUCET.
22 07 NEW KITCHEN SINK. SEE PLUMBING FIXTURE SCHEDUL E.

WALL LEGENDKITCHEN APPLIANCE SCHEDULE
NO.

REVISION
DATE
ISSUED

Page 232 of 805 ends

3" SQ. GALVANIZED STEEL TUBE

REFLECTORIZED ACCESSIBLE SIGN
2 LOCK WASHERS
1/2" DIAMETER CARRIAGE BOLT
W/ NUT

STEEL SIGN WITH PORCELAIN ENAMEL
FINISH (12" X 18" MIN., WHITE ON BLUE)
"VAN ACCESSIBLE" PLATE (12" X 16"

WHITE ON BLUE) STEEL SIGN WITH
PORCELAIN ENAMEL FINISH. MIN. 1" HIGH

LETTERING ONLY INSTALLED WHEN
HATCHED ACCESS AREA IS AT LEAST 8'

WIDE (LOCATED AT THE INTERIOR SIDE

OF THE ACCESSIBLE STALL)
3" X 3" GLAV. STEEL TUBE

CENTERLINE POST W/ CENTERLINE

OF STALL

FINISH GRADE

CONCRETE FOOTING
12" SQ. X 2' -6" DEEP

MINIMUM FINE
$250
MIN.
3"
6'-8" MIN.

OR ROUND
12" SQ.

PARKING
ONLY
VAN
ACCESSIBLE "MINIMUM FINE $250" PLATE (12" X 19"

WHITE ON BLUE) STEEL SIGN WITH
PORCELAIN ENAMEL FINISH. MIN. 1" HIGH

LETTERING
2' -6"
A5.0
17 3' - 0"
3' - 0"
2" WIDE WHITE STRIPING -
2 COATS, TYP.

BLUE BACKGROUND -
2 COATS TYP.
1 1/2" WIDE WHITE STRIPING
WHEELCHAIR SYMBOL - 2
COATS TYP.

ALIGN AT END OF 90
DEG. STALL (ALIGN 2' FROM

END OF DIAGONAL STALL)
TYP.
2"
4" DIA.

93.00°

78.00°
6"
4"
4"
7 3/4" 3"

TRUNCATED
DOME
P.O.T.

PLAN
EA. WAY

2.3-2.4

0.18 - 0.22 HT.

RECESSED MOUNTED

SECTION/PLAN
(ALIGN EDGE OF

DETECTABLE SURFACE

FLUSH WITH ADJACENT

PAVING)
M
AX.
1/2" THK.

0.9 - 0.92 BASE

0.45 - 0.47 TOP
ALIGN

SECTION
NOTE:

DETECTABLE WARNING OF CLEARLY CONTRASTING COLOR
(COLOR: YELLOW, APPROXIMATE FS 33538 OF FEDERAL STANDARD 595C.) 4" WIDE BLUE

STRIPPING
18' - 0"
MAX 3' - 0"
4" WIDE

BLUE STRIPING
4" WIDE DIAGONAL

STRIPING PAINTED
BLUE

NO PARKING
12" HIGH MIN.

WHITE LETTERS
9' - 0"
5'-0" AT STANDARD
8'-0" AT VAN
VAN
0' - 9"
0" TRANSITION
CURB
A5.0
3 A5.0
2 1.48% MAX

SURFACE SLOPE

IN ANY DIRECTION

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 shal 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 belwo 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 separted 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. 1 1B -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 woth 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 length shall be provided in compliance with 11B -902.3. §11B -226.3

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 finsih 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 closers 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 accessble 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 ae 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

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] 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 wtih 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
1 LAYERS OF 5/8"
TYPE "X" GYP.

BOARD
R-13 INSULATION
1 LAYERS OF 5/8" TYPE "X"
TYP. BOARD
MIN. 3 TIGHT
TURNS
IN 1 1/2"

MAIN OR CROSS
RUNNER
12 GA. HANGER
WIRE
OR NOTE (1)
8" MAX.

SPACERS MAY BE SLOTTED ANGLES
OR CHANNELS WITH " DIAMOND POINTS"

OF SPRING STEEL WHICH SNAP TIGHT

TO PREVENT MOVEMENT OF STRUT

CHANNEL

ACOUSTIC PANEL

SLOTTED ANGLE SPACER
W HORIZ. 6d RINGSHANK NAIL
(SEE NOTE (2)) ALTERNATE
LOCATION W/O NAIL. NOTCHING

PERMITTED ONLY AT RUNNER

POP RIVETS - AT TWO

ADJACENT WALLS

WALL ANGLE

WALL CONNECTION -

ANCHOR TO STRUCTURAL
2-#8 SELF DRILLING
SCREW
2" EMB.
3/4" GAP
NOTE:
(1) 1/4 OF THE LENGTH OF THE END RUNNER WHICHEVER IS LESS. (2) NAILS AT ENDS OF HORIZONTAL STUTS ARE TO BE PLACED WITH NAIL HEAD TOWARD CENTERLINE OF SPAN OF STRUT.
* USE DETAIL IF CONTRACTOR NEEDS

TO REPLACE T -BAR AT PROPOSED
OFFICE AREAS.

A5.0
10 SIM.
12'-0" O.C.
90 DEG.
90 DEG.

0.75" AT TWO ADJACENT
WALLS. SEE NOTE 2

REFLECTED CEILING PLAN

SECTION THROUGH ROOM
6'-0" M
AX.
8" MAX.
6'-0" MAX. 12'-0" O.C.

NO. 12 MIN. VERTICAL
HANGER WIRE. SEE NOTE 3
SEE NOTE 2.

0.75" AT TWO ADJACENT WALLS

ACOUSTICAL TILE CEILING

ON SUSPENDED GRID SYSTEM
8" MAX.

CEILING HT.

FINISH
NOTE 3
SEE 45.00°
NOTE:

1. BRACING WIRES SECURED TO MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREE FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREE FROM THE PLANE OF THE CEILING.

2. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE EACH OF THE CEILING GRID SHALL BE ATTACHED TO A MINIMUM 2" WIDE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE.

3. WHEN THE DISTANCE BETWEEN THE STRUCTURAL DECK AND THE CEILING EXCEEDS 4', THE SPACING OF THE VERTICAL HANGES SHALL NOT EXCEED 2' O.C.

ALONG THE ENTIRE MEANS OF EGRESS SERVICING ON OCCUPANT LOAD OF 30 OR MORE, AND AT LOBBIES ACCESSORY TO A GROUP A OCCUPANCIES. * USE DETAIL IF CONTRACTOR NEEDS TO REPLACE T -BAR AT PROPOSED OFFICE AREAS.

M
AX.

44.59° M
AX.

45.00°

WIRE TO CROSS RUNNERS
2" (MAX.) FROM BRACING MAIN RUNNER
HEAVY GAUGE*

CROSS RUNNER
HEAVY GAUGE*
HANGER W/ MIN. 4 TIGHT
12 GA. BRACING TURNS IN
1 1/2" BOTH ENDS OF WIRE
(TYPICAL)
HANGER WIRE @ 4' -0" EA. WAY
TYPICAL: 12 GA. VERTICAL
W/ MIN. 3 TIGHT TURNS IN 1 1/2"
BOTH ENDS OF WIRE.

COMPRESSION STRUTS: STEEL SECTION WITH L/R RATIO OF 200 MAXIMUM.

ATTACH TO MAIN RUNNER WITH 1/4 INCH MACHINE BOLT AND TO STRUCTURE WITH 3/16 INCH DIAMETER POWER DRIVEN STUD.

COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE.

USE 2 1/2" DIA. STD. STEEL PIPES SCHEDULE 40, ASTM A -53 GRADE "B" SPACED @ 12' -0" O.C. MAX. SEE 9/A 4.0 FOR OPTION
A5.0
9 A5.0
8 A5.0
7 * USE DETAIL

IF CONTRACTOR

NEEDS TO REPLACE

T-BAR AT PROPOSED
OFFICE AREAS.

STRUCTURAL
MEMBER
1 LAG SCREW
W300 DH
ICC ER 5367
1 LAG SCREW
W300 DH
ICC ER 5367
1"
0' - 1"
0' - 2"
0' - 2" 45.00°
4 TIGHT TURNS

SPLAYED SEISMIC

BRACING WIRE
3 TIGHT TURNS

VERTICAL HANGER
WIRE
ICC REPORT NUMBER ESR -1289
* USE DETAIL IF CONTRACTOR NEEDS TO REPLACE T -BAR AT PROPOSED OFFICE AREAS.

OPENING IN WALL, 144
SQ. IN. MAX.

PENETRATING ITEM:
- MAX DIA. 6"
- STEEL, FERROUS OR

COPPER PIPE, TUBE OR

CONDUIT

EXISTING CMU WALL

PROVIDE CONCRETE,

MORTAR OR GROUT

AROUDN PENETRATION

IN FIRE RATED WALL
5/16"
MIN.

MAX.
1-1/16"

PENETRATION

FIRECODE COMPOUND

THERMAFIBER SAFING

INSULATION

WALL ASSEMBLY

WRAP STRIP

STEEL COLLAR
15"
36"
15"

COUNTER

KITCHEN/BATHROOM

PROVIDE FOR

REFRIGERATOR/FREEZER,
WASHING MACHINES. VERIFY

EQUIPMENT PRIOR TO

INSTALLATION

CABINET

PROVIDE WITHIN

MEDIA/TV CABINETS,

UNDER OFFICE DESKS,

EXTERIOR

FINISH FLOOR
6"

PROVIDE AT ISLAND
F
F
F
F

DATA VOICE VOICE/DATA

AT WALL TELEPHONE

LOCATIONS USE

STAINLESS STEEL

FACEPLATE
VOICE = WALL
+ 48" AFF (TYP)
WALL

TELEPHONE
(DATA ONLY) (VOICE ONLY) (VOICE / DATA)

FACEPLATE COLOR

MATCH ELECTRICAL
MOUNT TO 4" SQUARE

CONNCECTION BOX WITH

SINGLE GANG PLASTER
RING

VOICE BLANK
INSERT
DATA
NOTE: 3-PORT OUTLET EXAMPLE IS SHOWN HEREIN. PROVIDE
NUMBER OF PORTS SHOWN IN TELECOM PLANS.
5 7
1 ;
GENERAL NOTE: JACK COLOR SHALL MATCH

CABLE COLOR SHOWN IN LOW VOLTAGE
SYSTEMS CABLING MATRIX. REFLECTORIZED ACCESSIBILITY SIGN

EXISTING WALL
2 LOCK WASHER

USE MANUFACTURES'S MOUNTING

HARDWARE FOR ATTACHMENT TO
WALL STRUCTURE.

PIPE OR DUCT PENETRATION

SEALANT (SEE NOTE)

STAINLESS STEEL HOSE CLAMP

ALUMINUM TAPE (SEE NOTE)

FLASHING MEMBRANE

FASTENER AND DISC

BASE FLASHING

MEMBRAN
E

AIR/VAPOR BARRIER (AS REQ'D)
8" M
IN.

STRUCTURAL DECK
NEW R -30 INSULATION

PIPE OR DUCT PENETRATION

SEALANT (SEE NOTE)

STAINLESS STEEL HOSE CLAMP

ALUMINUM TAPE (SEE NOTE)

FLASHING MEMBRANE

FASTENER AND DISC

BASE FLASHING

MEMBRANE

AIR/VAPOR BARRIER (AS REQ'D)
NOTES:

1. MINIMUM TAPE IS REQUIRED IF EXISTING PENETRATION IS CONTAMINATED.

2. SEALANT IS A MAINTENANCE ITEM, MAINTENANCE MAY NOT COVERED UNDER WARRANTY.

3. VAPOR BARRIER SHALL BE SEALED AT EDGES.

STRUCTURAL DECK
Edward
Lok Ng
C-16840
REN.11/30/25

LICENSED ARCHITECT

STATE OF CA L I FORNIA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

AHJ STAMP APPROVAL
8/27/2024 9:29:02 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
A5.0
2926
8-27 -2024

MONTEBELLO
LN
JS
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

ARCHITECTURE DETAILS
VC
17 SIGN MOUNT
2ADA PARKING SIGN
3ISA PARKING SIGN
4DETECTABLE WARNING
5TYP. ADA STALL
GEN. ACCESSIBILITY NOTES
61 HR FIRE RATED WALL
8WIRE HANGER AT EDGE
SCALE: 1" = 1'-0" 9GRID SYSTEM
10 SUSPENDED CEILING
7BRACE WIRE TO STRUCTURE
15 FIRE WALL PEN.
16 FIRESTOP WALL PEN.
12 ELECTRICAL RECEPTACLES
13 TYP. DATA/VOICE OUTLET
14 SIGN MOUNTING
11 PIPE/DUCT PENETRATION
NO.

REVISION
DATE
ISSUED

Page 233 of 805 ends

48" M
IN. CLEAR
60" MIN. CLEAR
17" - 18"
12" MIN. 24" MIN.
24" M
IN.
2% MAX. IN ANY

DIRECTION
A5.1
3 A5.1
2 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
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.

AT METAL STUD WALL:

USE MANUFACTURER'S

MOUNTING HARDWARE FOR

ATTACHMENT TO WALL
STRUCTURE. PROVIDE 1/8" MIN.

STEEL PLATE AS BACKING

PROVIDE
SOLID 2x8
MIN. BLK'G

AT WOOD

STUD WALLS
17" - 19"
36" LONG SYS GRAB BAR AT BACK OF WALL
42" MIN. LONG S.S. GRAB BAR AT SIDE WALL
FINISH
FLR.

TOILET
PAPER

DISPENSER

TO HAVE

CONTINUOU

S PAPER
FLOW
TOILET
54" MIN.
33" - 36" O.C.

CLR.
1 1/2"
M
IN.

GRAB BAR
19" M
IN.

AND BELOW
7"MIN. TO 9" MAX.
24" MIN.
40" M
AX. A.F.F.

FLUSH VALVE
36" MAX.

MEASUREMENT TO TOP

OF GRIPPING SURFACE
A5.1
3 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" M
AX.

BULLNOSE
TILE

TILE OVER
5/8" CEMENT

BACKER BOARD

TILE OVER
5/8" CEMENT

BACKER BOARD
2X WOOD STUDS AT
16" O.C.
5/8" GYP BD. BOTH SIDES

WITH SMOOTH SURFACE TO

MATCH EXISTING ADJACENT

SURFACE

SOLID CORE WOOD
DOOR

SOUND ATTENUATION

BATT INSULATION WALL OCCURS

AT ALL RESTROOM WALLS
4X WOOD
HEADER

HOLLOW METAL

DOOR FRAME
NOTE:

DOOR JAMB/HEAD
TO MATCH EXISTING 2"

EXISTING CONCRETE SLAB

MORTAR BED

TILE PER FINISH

SCHEDULE SHOT PINS
NEW 2X STUD
WALL @ 16" O.C.
5/8" GYP. BD. HIGH

IMPACT TYPE

PRESSURE

TREATED PLATE

NEW CERAMIC

TILE OVER THIN -SET
OVER 5/8" CEMENT BOARD
6"
1/2" RADIUS

COVE TILE BASE

RUBBER BASE

SOUND INSULATION

BATT INSULATION

TILE OVER

THIN-SET OVER
5/8" CEMENT BD.
2X WOOD STUD
AT 16" O.C.

WATER PROOF

MEMBRANE AT

SHOWER ENCLOSURE

COVE TILE
BASE
1% MIN. AND
2% MAX. SLOPE

TO DRAIN

MORTAR BED
EXISTING CONC.

SLAB

DEPRESSED SLAB
2" MIN.

DEPRESSED SLAB

PRESSURE
TREATED 2X4
PLATE
SOLID 2 X BLOCKING
W

ATER PROOF M
EM
BRANE
12" M
IN.
2X WOOD STUDS
AT 16" O.C.
5/8" MOISTURE

RESISTANT HIGH
IMPACT GYP BD.

AT WET

LOCATIONS

SOLID CORE WOOD
DOOR

SOUND ATTENUATION

BATT INSULATION
NOTE:

DOOR JAMB/HEAD

TO MATCH EXISTING
24"X 24"CERAMIC TILE
OVER THIN -SET OVER 5/8"

CEMENT BOARD

HOLLOW METAL DOOR FRAME
2"

FACE OF FINISH
60" MIN.
1/2" MAX.

THRESHOLD

FACE OF FINISH
30" M
IN.

SIDE / SEAT WALL

SIDE WALL

BACK WALL
MAX.
6"
MAX.
6"

FOLDING
SEAT

L-SHAPED OR

U-SHAPED

GRAB BAR IS

PERMITTED
60" MIN.
30" M
IN.

M
AX.
6"
18"
39" TO 41"
48" MAX.

TO TOP OF MOUNTING BRACKET
19" MIN.
27" MAX.
27" MAX.
17" MIN.
34"
15" -16" 2-1/2"
MAX.

FOLDING SEAT
SHOWER

CONTROL AREA
CL
CL
END OF "L" SHALL BE
22" MIN. TO 23" MAX.

FROM MAIN SEAT WALL

CABINET CABINET DOOR
6" RUBBER BASE
3"

FINISH FLOOR

6 1/4"

FLOORING AS

SCHEDULED

PLASTIC LAMINATE
ADJ. SHELVES @ 12"
O.C. W/ PLASTIC LAMINATE
OVER 3/4" PLYWOOD.

PROVIDE NOTCHES

FOR SHELF SUPPORTS

EXISTING
WALL
2X4 PTDF CONT. PLATE
W/3/8" DIA. EXPANSION
ANCHORS @ 32" O.C.
2X TRIMMED PTDF. ATTACH TO
2X SILLS W/ 1/4" DIA. X 3" LONG
LAG SCREWS @ 16" O.C. TYP.

FINISH
FLOOR
SOLID 2X

BLOCKING

SOLID SURFACE COUNTERTOP

AND BACKSPLASH
34" (M

ODIFIABLE)
4"

METAL SHELF SUPPORTS
SURFACE MOUNTED, TYP.
1/4" PLYWOOD

BACKING
1X4 WEB FRAME
1/4" DIA. LAG SCREW
@ 16" O.C. TYP.

U.N.O.

6 1/4"
0' - 4"
7"

UPPER CABINET AS MEDICINE

CABINET WITH MIRROR DOORS

18"
A5.1
21 HANDLE S.S . AT EVERY
DOOR AND DRAWER TYP.
1/4" PLYWOOD BACKING
ADJ. SHELVES 3/4"
PLYWOOD AT 12" O.C. +/ -
FASTENING 12" O.C. TOP AND
BOTTOM.
1/4" PLYWOOD EXISTING
WALL
NOTE:

CABINET MAKER SHALL BE

RESPONSIBLE FOR MANUFACTURING
OF CABINETS.
3/4" PLYWOOD W/PLASTIC

LAMINATE ALL EXPOSED
SIDES
3"
1/4" MIRROR CABINET DOOR
SOLID SURFACE SPLASH EXISTING 2x STUD
EXISTING DOOR AND FRAME.

EXISTING 5/8" GYP. BD.

EXISTING INSULATION
2"
NEW 24 X 24 CERAMIC TILE
DOOR

FLOORING

AS SCHEDULED

JAMB BEYOND

NEW DOOR BOTTOM

SEAL FOR AIR -TIGHT

SEAL NEW ALUMINUM

THRESHOLD WITH
45 DEGREE BEVEL
M
AX.
1/4" FLOORING

AS SCHEDULED M
AX.
1/4"

WEATHER SEAL AT

HEAD AND JAMB

FOR AIR -TIGHT SEAL ADD TO BOTTOM OF

DOOR AS NEEDED
NEW 24x24 TILE

OVER MORTAR BED

NEW WOODEN STUDS
NEW 5/8" CEMENT BOARD

NEW TRACK FASTENERS
NEW 24x24 TILE OVER

CEMENT BOARD
NEW R -13 SOUND

INSULATION
0' - 3"

NEW CONCRETE
1% SLOPE MIN.
2% SLOPE MAX.

TO DRAIN

METAL STUDS
5/8" TYPE "X"

GYP BOARD

SOLID CORE WOOD
DOOR
R-13

BATT INSULATION

DOOR STOP
NOTE:

DOOR JAMB/HEAD

TO MATCH EXISTING

HOLLOW METAL DOOR
FRAME 2"
4X WOOD
HEADER
EX. GLAZING
EX. JAMB BEYOND
EX. DOOR
NEW GASKET. TYP.

M
AX.
10"
1/4"

EXISTING

EXPANSION JOINT

NEW THRESHOLD -

ALIGN W/ JAMB
1/4" MAX
SLOPE
DOOR

NEW POLISHED

CONCRETE

NEW POLISHED

CONCRETE

EDGE OF

DOOR FRAME
BEYOND

NO THRESHOLD
DOOR

FLOORING

AS SCHEDULED

FLOORING AS

SCHEDULED

EDGE OF

DOOR FRAME
BEYOND
1/4"
45 DEGREE
BEVEL
ALUM. THRESHOLD
A
B

RUBBER DOOR

BOTTOM FOR

AIR TIGHT SEAL
DOOR

NEW TILE OVER

MORTAR BED

SHAPED POLISHED GRANITE
THRESHOLD. PROVIDE

SUBMITTAL FOR APPROVAL

FLOORING AS

SCHEDULED

DOOR FRAME
BEYOND
4"
M
AX.
1/2"
BEVEL EDGES 2:1 MAX.

PER ADA REQUIREMENTS
2"

EXISTING

CONCRETE SLAB
#4 REBARS WITH
4" DOWEL/EPOXY
AT 24" O.C. NOTE THAT

SPECIAL INSPECTION

IS NOT REQUIRED
NEW 4" CONCRETE
SLAB WITH #4 AT
24" O.C. EACH WAY
EMBED
4"
NEW
SLAB
4"

NEW SOLID SURFACE SPLASH TO UNDERSIDE OF

UPPER CABINET

NEW SOLID SURFACE COUNTERTOP

NEW SINK, PROVIDED UNDERMOUNT COUNTERTOP
24"

NEW CABINET BEYOND

NEW OPERABLE

CABINET DOORS
7"
2"
27" M
IN.
2' - 0"

PLASTIC LAMINATE FACED UPPER

CABINET WITH ADJUSTIBLE SHELVES
2"
4"
NEW LVT. FLOORING TO MATCH

EXISTING
EXISTING LVT. FLOORING TO MATCH

EXISTING
6"
9"

AREA NOT HATCHED

BELOW SINK SHALL BE

ACCESSIBLE AND
CLEAR

HOT WATER AND DRAIN PIPES UNDER

FAUCET SHALL BE INSULATED OR

OTHERWISE COVERED SHARP OR

ABRASIVE SURFACES UNDER SINK
1X4 WEB
FRAME

NEW STUD WALL

SOLID SURFACE

COUNTERTOP
OVER 3/4"

PLYWOOD

NEW SOLID SURFACE

SPLASH ADN SHELF
4 1/2"
EASED
EDGES TYP. 1/4" THICK X 2" WIDE

FLAT STEEL ANGLE
KNEE BRACE AT 24"
O.C.
1/4" THICK MIRROR
WITH 1/4" STAINLESS

STEEL U-SHAPE TRIM

AT ALL PERIMETERS
34" TO FINISH FLOOR
29"

TO FINISH FLOOR
SOLID

SURFACE
A5.1
19 6' - 3"

TOP OF MIRROR
1/8" THICK X 1"

WIDE FLAT STEEL

ANGLE KNEE
BRACE AT 16" O.C.
1' - 0"
0' - 5"
A5.1
24 1' - 8" 20" X 20"

STEEL ANGLE

USE MANUFACTURER'S

MOUNTING HARDWARE

FOR ATTACHMENT TO

WALL STRUCTURE

NEW BLOCKING

EXISTING

WOOD STUD

NEW BLOCKING

EXISTING STUD

NEW STONE

SHELF FLOATING SHELF

BRACKET
0' - 1"
0' - 5"
0' - 1"
CUSTOM 1/4" THICK MIRROR
WITH 1/4" STAINLESS STEEL

U-SHAPE TRIM AT ALL

PERIMETERS

SOLID BLOCK AS

REQUIRED

PLAN VIEW
WALL TILE OVER 5/8"

CEMENT BOARD

WALL BEYOND
WALL TILE OVER 5/8"

CEMENT BOARD

FINISH SURFACE

14"
8"

TO BOTTOM

OF SIGN

60"

ARROW POINTING IN

DIRECTION OF ACCESSIBLE
FEATURE. TYP.

NEW 5/8" GYP. BD.

NEW 2x4 PLATE
CONT. PRESSURE
TREATED W/ 1/4" DIA X 3"
SHOT PIN @ 16" O.C. TYP.
(ITW -RAMSET 1524 SDB)
NEW 2x4 STUDS
@ 16" O.C.

EXISTING CONCRETE FLOOR

NEW RUBBER
BASE

FLOORING AS

SCHEDULED

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
0' - 9"
2' - 0"
NOTE: COORDINATE DRAIN
CONNECTIONS TYP.

KNEE SPACE
27" M
IN. CLR.
34"
FAUCET NOT TO EXCEED 5LBS

FORCE TO OPERATE AND TO

PROVIDE SINGLE LEVER DESIGN
MAX.
6"
4 1/2"
APRON
29" M
IN. 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

WATER -RESISTANT
GYP. BD. WALL

BULL NOSE
TILE/JOLLY AT TOP.

FLOORING AS

SCHEDULED PER INTERIOR ELEVATION

TILE AS

SCHEDULED, THIN
SET OVER 5/8"

CEMENT BOARD

WATER -RESISTANT
GYP. BD. WALL

BULL NOSE
TILE/JOLLY AT TOP.

FLOORING AS

SCHEDULED

TILE AS

SCHEDULED, THIN
SET OVER 5/8"

CEMENT BOARD
4"
A B
Edward
Lok Ng
C-16840
REN.11/30/25

LICENSED ARCHITECT

STATE OF CA L I FORNIA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

AHJ STAMP APPROVAL
8/27/2024 9:29:04 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
A5.1
2926
8-27 -2024

MONTEBELLO
LN
LN/JS
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

ARCHITECTURE DETAILS
EDA
1ACCESS. R.R. STALL
3GRAB BAR @ STUD WALL
2WATER CLOSET
5MOUNTING HEIGHTS
26 WING WALL
15 HEAD (JAMB SIM).
28 TILE
25 TILE @ SHOWER
16 HEAD (JAMB SIM). DTL.1
9ADA SHOWER
8ADA SHOWER MOUNTING1
21 CABINET BASE
20 LOWER CABINET
22 UPPER CABINET 17 JAMB TO WOOD
13 DOOR WEATHER SEAL
27 TILE AT WALL & FLOOR
14 HEAD/JAMB AT FIRE WALL
10 THRESHOLD - ENTRY
12 THRESHOLD DETAIL
11 THRESHOLD DETAIL
18 ACCESS. CAB. W/ SNK. 23 COUNTERTOP/MIRROR
24 FLOATING SHELF 19 MIRROR
4DIRECTIONAL SIGN
29 NON-STRUCTURAL WALL
6ACCESSIBLE SINK
7BASE/WAINSCOT - TILE
NO.

REVISION
DATE
ISSUED

Page 234 of 805 ends

NO.

P-1
PT-1 PORCELAIN TILE - FLOOR
COLOR/MODEL NO. MATERIAL MANUF.

AMERICAN OLEAN MEDIUM GRAY NE04 / NEOSPECK
SEMI GLOSS - PAINT DUNN -EDWARD DEW 341 SWISS COFFEE
NOTES
SIZE: 12" x 24" UNPOLISH.

GROUT:

PAINT WALLS AND CEILING
SS-1 QUARTZ CAESARSTONE 6011 INTENSE WHITE
P-2 SEMI GLOSS - PAINT DUNN -EDWARD DET 427 VINTAGE RED DTM RB-1 RUBBER BASE BLACK ROPPE

PL PLASTIC LAMINATE
PC-1 POLISHED CONCRETE

MISSION WHITE MATTE FORMICA
ACT-1 ACOUSTICAL CEILING
TILE

ARMSTRONG WHITE, SMOOTH W/

TEGULAR EDGE
SIZE: 48"x24" BY 3/4" THICK.

MOLD & SAG/HUMIDITY RESISTANCE.

PT-2 PORCELAIN TILE - WALL AMERICAN OLEAN WHITE NE01 / NEOSPECK SIZE: 24" x 24" POLISH.

GROUT:

PT-3 PORCELAIN TILE - COVE BASE AMERICAN OLEAN WHITE NE01 / NEOSPECK SIZE: 6" x 24" POLISH.

GROUT:

COUNTER TOP, SPLASH, & SHELF

PAINT DOORS INSIDE &
OUTSIDE & FRAME.

CONTRACTOR SHALL PROVIDE SAMPLE

OF POLISH AND STAIN FOR REVIEW
A
6' - 8"
10"

NEW WOOD DOOR &

HOLLOW METAL FRAME

NEW STAINLESS

STEEL KICKPLATE

HOLLOW METAL FRAME
& WOOD DOOR WITH

GLASS PANEL
HARDW
ARE
34" TO 44"
5" 2' - 2" 5"
2' - 10"
5"
B
EX. METAL

FRAME & DOOR
HARDW
ARE
34" TO 44"

DUAL GLAZING

TINTED TEMPERED
GLASS

PANIC DOOR

HARDWARE
D

HOLLOW METAL

FRAME & FIRE

RESISTANT

WOOD DOOR W/

GLASS PANEL W/

WIRE MESH
HARDW
ARE
34" TO 44"
8"
2' - 10"
5"
C
HARDW
ARE
34" TO 44"

NEW STAINLESS

STEEL KICKPLATE
5"
Edward
Lok Ng
C-16840
REN.11/30/25

LICENSED ARCHITECT

STATE OF CA L I FORNIA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

AHJ STAMP APPROVAL
8/27/2024 9:29:05 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
A6.0
2926
8-27 -2024

MONTEBELLO
KN
AC
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

SCHEDULES
EDA

ROOM FINISH SCHEDULE
N# ROOM NAME FLOOR/BASE

WALLS CEILING

COMMENTS

NORTH EAST SOUTH WEST
MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN.
73 CAPT. OFFICE PC-1 / RB-1 GB P-2 GB P-2 GB P-2 GB P-2 ACT - SE E INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. 110 FIRE DEPT. OFFICE PC-1 / RB-1 GB P-2 GB P-2 GB P-2 GB P-2 ACT - SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMAT ION. 119 KITCHENETTE PC-1 / RB-1 GB P-2 GB P-2 GB P-2 GB P-2 ACT - SE E INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. 123 STORAGE RF-1 / RB-1 GB P-2 GB P-2 GB P-2 GB P-2 ACT - SEE IN TERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. 133 WOMEN'S BATHROOM
(ACCESSIBLE)
PT-1 / PT-3 PT-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-2 GB P-1 SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. 134 APPARATUS BAY
138 OFFICE
139 WOMEN'S LOCKER

ROOM (ACCESSIBLE)
140 BATHROOM
(NON-ACCESSIBLE)

PLUMBING FIXTURE SCHEDULE

MARK TYPE DESCRIPTION CW HW W V
FD-1 FLOOR DRAIN J.R. SMITH FIG. 2115-A FLOOR DRAIN W ITH DUCO CAST BODY, ROUND, HEEL PROOF

ACCESSORY SCHEDULE
WT EQUIP. MANUF. COLOR/MODEL NO.
101 Bobrick B-2888 Classic Series Surface Mounted Mu lti-roll Toilet Tissue Dispenser
BOBRICK OR APPROVED EQUAL B-2888, STAINLESS STEEL
102 BOBRICK B-5897 TOILET COMPARTMENT TWO-WALL GRAB BAR, 54"x42"
BOBRICK OR APPROVED EQUAL B-5897, STAINLESS STEEL
103 Bobrick B-3949 Classic Series Surface Mounted Co nvertible Combination Towel and Waste Unit
Bobrick Washroom Equipment, Inc. B-3949
104 GOJO FMX-12 SOAP DISPENSER SURFACE MOUNT GOJO OR APPROVED EQUAL GOJOFMX-12 105 Bobrick-B- 5192 Folding Shower Seat BOBRICK OR AP PROVED EQUAL B-5192 109 Bobrick B-6806x48 Straight Grab Bar Bobrick Washr oom Equipment, Inc. B-6806x48, STAINLESS STEEL

MATERIAL SCHEDULE

DOOR SCHEDULE

WTWTWT DOOR

DOOR SIZE

TYPE MARK

DOOR FRAME
FIRE
RATED

DETAILS

HARDWARE NOTES COMMENTS
WIDTH
HEIGHT
THK.

CONSTRUCT.

FINISH

MATERIAL
FINISH
HEAD
JAMB

THRESHOLD
73-1 EXISTING 3' - 0" 6' - 8" 1 3/4" A WD P-2 P-2 N/A 12/A5.1 NEW THRESHOLD 108-1 EXISTING 3' - 0" 7' - 0" 1 3/4" A WD P-2 P-2 N/A 12/A5. 1 NEW THRESHOLD 110-1 EXISTING 6' - 0" 8' - 5" 1 3/4" D ALUM. N/A 12/A5.1 NE W THRESHOLD 110-2 EXISTING 3' - 0" 7' - 0" 1 3/4" C WD 1 HR 12/A5.1 NEW THRESHOLD 110-3 NEW 3' - 0" 7' - 0" 1 3/4" B WD P-2 HM P-2 N/A 001 NEW DOOR, HINGES, LOCKS, SURFACE CLOSER, AND GAS KETING 137-1 NEW 3' - 0" 7' - 0" 1 3/4" A WD P-2 HM P-2 N/A 002 139-1 NEW 3' - 0" 7' - 0" 1 3/4" A WD P-2 HM P-2 N/A 002 140-1 NEW 3' - 0" 7' - 0" 1 3/4" A WD P-2 HM P-2 N/A 002

DOOR TYPE LEGEND
NO.

REVISION
DATE
ISSUED

Page 235 of 805 ends

FTG.
(E) 14"
FTG.
(E) 20"
FTG.
(E) 14"
FTG.
(E) 33"
FTG.
(E) 36"
FTG.
(E) 33"
FTG.
(E) 33"
FTG.
(E) 36"
FTG.
(E) 20"
FTG.
(E) 12"
FTG.
(E) 14"
FTG.
(E) 18"
FTG.
(E) 12"
FTG.
(E) 18"
FTG.
(E) 33"
FTG.
(E) 36"
FTG.
(E) 36"
FTG.
(E) 33"
FTG.
(E) 12"
FTG.
(E) 18"
FTG.
(E) 12"
FTG.
(E) 12"
FTG.
(E) 12"
FTG.
(E) 33"
FTG.
(E) 33"
FTG.
(E) 33"
FTG.
(E) 33"
FTG.
(F) 33"
FTG.
(E) 33"
FTG.
(E) 36"
FTG.
(E) 36"
FTG.
(E) 12"
FTG.
(E) 18"
FTG.
(E) 33"
FTG.
(E) 12" FTG.
(E) 12"
FTG.
(E) 18"
FTG.
(E) 20"
FTG.
(E) 20"
FTG.
(E) 14"
FTG.
(E) 20"
FTG.
(E) 14"
FTG.
(E) 20"
FTG.
(E) 20"
FTG.
(E) 33"
FTG.
(E) 20"
FTG.
(E) 18"
FTG.
(E) 12"
FTG.
(E) 12"
FTG.
(E) 12"
FTG.
(E) 30"
FTG.
(E) 30"
FTG.
(E) 48"
FTG.
(E) 48"
FTG.
(E) 48"
FTG.
(E) 48"
FTG.
(E) 36"
FTG.
(E) 12"
FTG.
(E) 12"
FTG.
(E) 12" FTG.
(E) 12"
FTG.
(E) 12"
FTG.
(E) 12"
FTG.
(E) 36"
FTG.
(E) 5' - 6"
FTG.
(E) 5' - 6"
FTG.
(E) 18' - 0"
FTG.
(E) 5' - 10"
FTG.
(E) 5' - 6"
FTG.
(E) 5' - 6"
FTG.
(E) 18' - 0"
FTG.
(E) 5' - 10"
FTG.
(E) 5' - 6"
FTG.
(E) 5' - 6"
FTG.
(E) 5' - 6"
FTG.
(E) 11' - 0"
FTG.
(E) 4' - 0"
FTG.
(E) 5' - 6"
FTG.
(E) 5' - 6"
FTG.
(E) 4' - 0"
FTG.
(E) 4' - 0"
FTG.
(E) 30"
FTG.
(E) 4' - 0"
FTG.
(E) 30"
FTG.
(E) 5' - 6"
FTG.
(E) 4' - 0"
FTG.
(E) 5' - 6"
FTG.
(E) 11' - 0"
FTG.
(E) 4' - 0"
FTG.
(E) 12"
(N) 2' X 2' SQ. X 12" THK.

FTG W/ 3 -#4 EA. WAY
(N) 4X4 POST
(N) 4X4 POST
(E) 2' -3" SQ. X 18" THK.

FTG. W/ 3 - #5 EA. WAY
(E) 2' -3" SQ. X 18" THK.

FTG. W/ 3 - #5 EA. WAY
(E) 3' -0" SQ. X 18" THK.

FTG. W/ 4 - #5 EA. WAY
(E) 4" CONCRETE SLAB ON GRADE
(E) 4" CONCRETE SLAB ON GRADE. TYP.
(N) 4X4 POST

GREY HATCHED AREA INDICATES

NOT IN SCOPE

GREY HATCHED AREA INDICATES

NOT IN SCOPE

GREY HATCHED AREA INDICATES

NOT IN SCOPE

GREY HATCHED AREA INDICATES

NOT IN SCOPE

GREY HATCHED AREA INDICATES

NOT IN SCOPE
(N) 3' -0" SQ. X 12" PAD FTG
W/ 5 -#4 EA. WAY
5 SD1
5 SD1
6 SD1 SEE
(N) 2X4 @ 16" O.C.
2 SD1 SEE TYP.
(N) 2' X 2' SQ. X 12"
THK. FTG W/ 3 -#4 EA.

WAY
(N) 4X4 POST
SEE 7
SD1

GREY HATCHED AREA INDICATES

NOT IN SCOPE
(E) 2x4 @16" O.C. TYP.

NOTES:

1. WOOD STUD WALL CONSTRUCTION SEE

2. NEW STUDS SHALL BE 2x4 @16" O.C. AND 2x6 @16" O.C. FOR STUDS HIGHER THAN 10 FT. AND PLUMBING WALLS.

SD1
2 Edward
Lok Ng
C-16840
REN.11/30/25

LICENSED ARCHITECT

STATE OF CA L I FORNIA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

AHJ STAMP APPROVAL
8/27/2024 9:29:16 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
S1.0
2926
8-27 -2024

MONTEBELLO
KN
AC
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

FOUNDATION PLAN
PACIFIC ENG.

SCALE: 1/4" = 1'-0" 1 FOUNDATION PLAN
NO.

REVISION
DATE
ISSUED

Page 236 of 805 ends

(N) 2X6 C.J.
@ 16" O.C.
(N) 2X6 C.J.
@ 16" O.C.
(E) 2X12 R.R.
@ 24" O.C.
(E) 2X10 R.R.
@ 24" O.C.
(E) 2X8 R.R.
@ 24" O.C.
(E) 2X8 R.R.
@ 24" O.C.
(E) 2X6 R.R.
@ 24" O.C.
(E) 2X6 R.R.
@ 24" O.C.
(E) 2X12 R.R.
@ 24" O.C.
1 2
3 4
A
B
C
D
E
F
H
I
J
K
5 6
7 G
8 9
(N) 2X6 C.J.
@ 16" O.C.
(N) 2X6 C.J.
@ 24" O.C.
(N) 3 1/2" X 16" PARALLAM BEAM
(E) 2X8 R.R. @ 12" O.C.
(E) 2X12 R.R. @ 24" O.C.
(E) 2X8 R.R. @ 24" O.C.
(E) 2X12 W/ PLYWOOD EN.
(N) 4X4 HDR.
(N) 4X4 HDR.
(E) 2X12 W/ PLYWOOD EN.
(E) 2X12 R.R. @ 24" O.C.
(E) ST22 STRAP
(N) 4X14 HDR.
(E) 4X6
(N) 4X12 BEAM (N) 4X4 POST
(E) 4X6
(E) 6X12 BEAM (E) 6X12 BEAM (E) 6X12 BEAM
(E) 4X6
(E) 2X12 R.R. @ 24" O.C.
(E) 2X12 R.R. @ 24" O.C.
(E) 2X12 R.R. @ 24" O.C.
(E) 2X12 R.R. @ 24" O.C.
(E) 2X12 R.R. @ 24" O.C.
(E) 2X12 R.R. @ 24" O.C.
(E) 2X12 R.R. @ 24" O.C.
(E) 2X8 R.R. @ 24" O.C.
(E) 2X8 R.R. @ 24" O.C.
(E) 2X14 R.R. @ 16" O.C.
(E) 4X10 LEDGER
(E) 8 3/4 X 24 GLB C=2 1/2
(E) 2X14 R.R. @ 16" O.C.
(E) 8 3/4 X 24 GLB C=2 1/2
(E) 2X14 R.R. @ 16" O.C.
(E) 8 3/4 X 24 GLB C=2 1/2
(E) 2X14 R.R. @ 16" O.C.
(E) 4X10 LEDGER
(E) 4X10 LEDGER (E) 4X10 LEDGER
(E) 4X6

POST OVER
(N) BEAM

GREY HATCHED AREA INDICATES

NOT IN SCOPE

GREY HATCHED AREA INDICATES

NOT IN SCOPE

GREY HATCHED AREA INDICATES

NOT IN SCOPE

GREY HATCHED AREA INDICATES

NOT IN SCOPE

GREY HATCHED AREA INDICATES

NOT IN SCOPE
(N) 4X4 HDR.
(N) 4X4 POST (N) 4X4
POST 11
SD1
8 SD1
8 SD1
(N) 4X4
4 SD1
(N) 4X4
(N) 4X4 POST
(N) 2X6 C.J.
@ 16" O.C.

SD1
12 13
SD1
13 SD1
9 SD1
10 SD1
W/ 2x6 C.J. @24" O.C. BELOW
Edward
Lok Ng
C-16840
REN.11/30/25

LICENSED ARCHITECT

STATE OF CA L I FORNIA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

AHJ STAMP APPROVAL
8/27/2024 9:29:17 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
S2.0
2926
8-27 -2024

MONTEBELLO
KN
KN
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

CEILING / ROOF

FRAMING PLAN
PACIFIC ENG.

SCALE: 1/4" = 1'-0" 1 CEILING/ROOF FRAMING PLAN

PACIFIC ENGINEERING
17703 CRENSHAW BLVD
TORRANCE, CA 90504
CONTACT: VICTOR CHAI -PRASERT
T: 310 -516 -9275
NO.

REVISION
DATE
ISSUED

Page 237 of 805 ends

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. 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 I N CONCRETE SHALL BE LAPPED A NIMINUM 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. ALL LUMBER SHALL BE NO. 2 GRADE MARKED DOUGLAS FIR LARCH FOR VERTICAL MEMBERS, HORIZONTAL MEMBERS AND STUDS, AND NO. 1 DOUGLAS FIR FOR BEAMS AND HEADERS 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 2,500 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE.

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 I OR TYPE II PORTLAND "S" PER ASTM C -150.

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR

TO COMMENCING WORK, REPORTING ANY DISCREPANCIES TO THE CITY AND 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 UNLESS OTHERWISE STATED.

9. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET IN ACCORDANCE WITH

LOCAL ORDINANCES IF NO EXISTING TOILET AVAILABLE ON SITE, UNLESS OTHERWISE STATED.

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
5/8" GYP. BD. U.N.O.
2X @ 16" O.C. WOOD STUDS
CONC. FLOOR
1/4"ØX 3" SHOT PINS @ 4' -0"
O.C. MAX.
(N) SIMPSON CLIP
"STC" @ 16" O.C.

VERTICAL

SLOTTED HOLES
(N) 3 -16d EA. END
EXISTING OR NEW C.J.
(N) 2x BLOCKING
AT 16" O.C.
(N) 2 -2x PLATES
(N) STUDS @ 16" O.C.
(N) FINISH

CEILING JOISTS OR BLOCKING
PERPEN. TO WALL
(E) C.J. @ 16" O.C.
(N) "STC" CLIP
@ 16" O.C.
1" GAP
1" GAP
NOTE: LOCATE NAILS AT TOP OF SLOTTED HOLES OF CLIP "STC" GYP. BD.

GYP BD.

SLOPE CUT

AT ROOF
(N) OR (E) WD. POST

SILL PLATE
6 SD1
WD. STUD @
16" O.C.

FIN. FLR.
(N) SIMPSON "ABU44"
2-1/2"Ø BOLTS TO POST
1-5/8" Ø BOLT TO CONC. IN
"SET -XP" EPOXY
5" EMBED. MIN.

POUR NEW FTG.

ABOVE BOTTOM
OF (E) FTG.

NEW PAD

CONCRETE SLAB
3" MIN

SEE PLAN
FTG. & REINF.
3" CLR.
3" CLR.

CONC. WALL
FTG.
6" TYP.
4" TYP.

SEE PLAN
FOOTING SIZE TYP.
0' - 3"
TYP.
0' - 3"
M
IN.
0' - 10"
EQ
EQ
REINF. BARS

SEE PLAN
WD. POST

SEE PLAN
#4X1'6" TYP.

MIN. (2) ON EA.

SIDE DRILL 5/8"Ø

HOLE & FILL W/
"SET -XP" EPOXY
GROUT
(E) CONC. FLOOR
*"CB" BASE W/
2-5/8"Ø BOLTS

SAW CUT
(E) CONC.
*"CBSQ" MAY BE USED.

1. SPECIAL INSPECTION COMPLYING WITH CBC CHAPTER 17, SHALL BE PERFORMED FOR THE FOLLOWING TYPES OF WORK.. SEE PROJECT SPECIFICATIONS FOR SPECIFIC REQUIREMENTS.

A. REBAR PLACEMENT AND ALL CONCRETE CONSTRUCTION
B. BOLTS EMBEDDED IN CONCRETE OR CONCRETE MASONRY
UNITS

SPECIAL INSPECTION
Edward
Lok Ng
C-16840
REN.11/30/25

LICENSED ARCHITECT

STATE OF CA L I FORNIA
Client:

Consultant:

CAD Draft:

Architect:

Engineer:

Job Number:

Date Issue:

Client:

AHJ STAMP APPROVAL
8/27/2024 9:29:19 AM
G:\Project Files\2926 Montebello Fire Station #56 Remodel\01-Drawings\01-Revit\3-CD\Montebello Fire Station #56_New Scope 8-6-24.rvt 1166 S GREENWOOD AVE, MONTEBELLO, CA 90640
SD1
2926
8-27 -2024

MONTEBELLO
KN
KN
LOK
MONTEBELLO FS #56

OFFICE AND RESTROOM RENOVATION

STRUCTURAL DETAILS
PACIFIC ENG.

PACIFIC ENGINEERING
17703 CRENSHAW BLVD
TORRANCE, CA 90504
CONTACT: VICTOR CHAI -PRASERT
T: 310 -516 -9275

NAILING SCHEDULE

REINFORCING STEEL

CARPENTRY

CONCRETE

GENERAL NOTES
4WALL TO CEILING JOIST
2WOOD STUD WALL SCHEDULE5NON-SHEAR WALL
3NON BEARING WALL 8TYP. POST CONNECTION
7PAD FOOTING
1CUTTING NOTCHING BORING OF STUDS JOISTS9BEAM TO JOIST
11 JOIST - STUD
12 BEAM TO POST
13 END OF BEAM
6UNDERPIN FTG
14 SPECIAL INSPECTION NOTES
NO.

REVISION
DATE
ISSUED
10 BEAM TO STUD
NOTE: USE THIS DETAIL WHERE

NEW WALL IS FRAMED TO (E)
CEILING ABOVE.

Page 238 of 805 ends

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MONT-JN240638-ELEC

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2022
7/19/2024, 1:22:52 PM
MONT-B24-000-411-JN240638-MECH

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CITY OF MONTEBELLO

CALIFORNIA

CONTRACT DOCUMENTS

SPECIFICATIONS
FOR
FIRE STATION 56 RENOVATION AT 1166 S. GREENWOOD AVENUE
C.P. No. 923
SCARLET PERALTA – MAYOR
SALVADOR MELENDEZ – MAYOR PRO TEM
ANGIE M. JIMENEZ – COUNCILMEMBER
GEORGINA TAMAYO – COUNCIL MEMBER
DAVID N. TORRES – COUNCILMEMBER
RAUL ALVAREZ – CITY MANAGER

CESAR ROLDAN - PUBLIC WORKS DIRECTOR
PREPARED BY:

Nam Tran
Assistant Engineer
1600 W Beverly Blvd
Montebello, CA 90640
Tel: 323-887-1200 ext. 1473
Bid Opening (Electronic Bid through PlanetBids): October 10, 2024 at 11:00 A.M.

City of Montebello
Office of the City Clerk
1600 W. Beverly Boulevard
Montebello, CA 90640

ATTACHMENT B

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FIRE STATION 56 RENOVATION AT 1166 S. GREENWOOD AVENUE

C.P. No. 923

IN THE CITY OF MONTEBELLO

BID SCHEDULE

• Bid Period - September 12, 2024 to October 07, 2024 at 11:00 A.M.
• Mandatory Pre-Bid Meeting - September 23, 2024 9:00 A.M • Questions or Request for Information - September 26, 2024 on or before 12:00 P.M. • Bid Opening - October 07, 2024 at 11:00 A.M.
• Award of Contract (Tentative) - October 23, 2024
• Commence Construction - December 31, 2024
• Close out Project - February 2025

Bid proposals will be received via PlanetBids
(https://www.montebelloca.gov/cms/One.aspx?portalId=58756&pageId=61544) until 11:00 A.M. on October 07, 2024.

These Specifications have been prepared
under the direction of:

Cesar Roldan, Director of Public Works

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iii

CITY OF MONTEBELLO

CALIFORNIA

TO PROSPECTIVE BIDDERS:

The City of Montebello invites you to become a prospective bidder on one of its public projects.

It is the City’s intention to provide you with thorough and complete information regarding this project and to present an accurate description of the necessary work so that you may successfully bid and construct the project.

Submittal of your bid assumes that you have made a thorough and complete investigation of the project site and that you have discovered no apparent discrepancies between the scope of work set forth in the plans and specifications and the actual field conditions.

If there are any questions regarding this project, please contact the Public Works Director’s office at (323) 887-1200, ext. 1462.

CESAR ROLDAN
Director of Public Works

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IN THE CITY OF MONTEBELLO

TABLE OF CONTENTS

NOTICE INVITING SEALED BIDS A-1 to A-5
INSTRUCTIONS TO BIDDERS B-1 to B-3
BID PROPOSAL C-1 to C-27
CONTRACT AGREEMENT D-1 to D-18
SPECIAL PROVISIONS GP-1 to GP-2
PART 1 - GENERAL PROVISIONS GP-3 to GP-35
PART 4 – EXISTING IMPROVEMENTS GP-35 to GP-36
CONSTRUCTION SPECIFICATIONS (CSI FORMAT) APPENDIX “A”

DEPARTMENT OF INDUSTRIAL RELATIONS (DIR)

CONTRACTOR REGISTRATION NUMBER FORM
APPENDIX “B”
PROJECT SIGN APPENDIX “C”
CDBG REQUIREMENTS APPENDIX “D”
FEDERAL WAGES APPENDIX “E”

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A-1

NOTICE INVITING SEALED BIDS
FOR

FIRE STATION 56 RENOVATION AT 1166 S. GREENWOOD AVENUE

C.P. No. 923

IN THE CITY OF MONTEBELLO
PUBLIC NOTICE IS HEREBY GIVEN that the City of Montebello as AGENCY, invites sealed bids for the above stated project and will receive such bids electronically ONLY thru PlanetBids, https://www.cityofmontebello.com/rfp-bids/bid-opportunities.html, by 11:00 am on October 07, 2024. The Bid results can be publicly viewed on PlanetBids shortly after the above date and time.

SCOPE OF WORK : The Contractor shall provide all materials, labor, tools, plant, supplies, equipment, transportation, superintendence, temporary construction of every nature, and all other services and facilities necessary to complete the construction of the Fire Station 56 at 1166 S Greenwood Avenue, Montebello, CA 90640, including all incidental work described in the contract documents. The scope of work includes but is not limited to the following: renovation of existing restroom and shower rooms w/ new finishes & plumbing fixtures, renovation of existing laundry room, janitor room, storage rooms, dorm rooms, wellness room, renovation of existing kitchen & dining room, office rooms and living rooms. For a more detailed scope of work please refer to “Summary of Work” in Appendix ‘A’.

HUD SECTION 3
This Project is funded with Housing and Urban Development (HUD), Community Development Block Grant (CDBG) Program. The work to be performed under this Project is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C 1701u (Section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance of HUD-assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low-and very low- income persons, particularly persons who are recipients of HUD assistance for housing. Contractors and subcontractors must comply with HUDs prioritization of effort for employment, training, and contracting as well as meet or exceed the applicable Section 3 benchmarks for Targeted Section 3 Workers and Section 3 Workers. The requirements in this part apply to an entire Section 3 project, regardless of whether the project is fully or partially assisted under HUD programs that provide housing and community development financial assistance.

The Bidder/Proposer must declare an intent to comply with Section 3 requirements, including benchmarks, in order to be a responsive bidder/proposer eligible for contract award.

Bidders that fail to submit intent to comply with the requirements of Section 3 will be considered non-responsive and excluded from further consideration.

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A-2
MANDATORY SECTION 3 PRE-BID MEETING:

A mandatory Section 3 Pre-bid meeting will be held on September 23, 2024 at 9:00 AM., at 1166 S. Greenwood Avenue, Montebello, CA 90640. Bidders that fail to attend Mandatory Section 3 Pre-Bid Meeting will be considered non-responsive and excluded from further consideration.

DEBARRED, SUSPENDED, PROPOSED FOR DEBARMENT
The bidder assures that neither it nor any of its principals is presently debarred, suspended, proposed for debarment, or declared ineligible or voluntarily excluded from participation in this transaction by any federal department or agency in accordance with the requirements of Executive Order 12549 and 12689, 2 CFR Part 180. Bidders and all Subcontractors are required to: (i) Be registered in SAM.gov; (ii) Provide a valid unique entity identifier (UEI); and (iii) Continue to maintain an active SAM registration with current information at all times during the Project duration. Failure to do so shall be just cause for annulment of the award.

BUILD AMERICA, BUY AMERICA ACT (BABA)
The Build America, Buy America Act defines a project to include “the construction, alteration, maintenance, or repair of infrastructure in the United States” and includes within the definition of infrastructure those items traditionally included along with buildings and real property. This is Federally funded project subject to the Build America, Buy America Act (BABA) preference for American materials and products, all iron, steel, manufactured products, and construction materials used in the project have been produced in the United States. Construction materials as defined by 2 CFR 18 4.3 include: (i) Non -ferrous metals; (ii) Plastic and polymer -based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); (iii) Glass (including optic glass); (iv) Fiber optic cable (including drop cable); (v) Optical fiber; (vi) Lumber; (vii) Engineered wood; and (viii) Drywall. For more information:
https://www.hud.gov/program_offices/general_counsel/build_america_buy_america

CONTRACT DOCUMENTS:

Copies of the contract documents are available on the City’s website at https://www.cityofmontebello.com/rfp-bids/bid-opportunities.html.

In order to be on the Planholder List for this project, each bidder must submit a Bidders Information Sheet thru PlanetBids. Bids will not be accepted unless the bidder is on the Planholder List. All questions from planholders, are to be posted on the website.

Questions: All questions relative to this project prior to the opening of bids shall be submitted electronically and received no later than 12:00 p.m. on Thursday, September 26, 2024.

PREVAILING WAGE:

This contract will be funded in whole or in part with federal housing and community development funds through the U.S. Department of Housing and Urban Development (HUD) under the Community Development Block Grant (CDBG) program. The Federal Labor Standards Provisions outlined in the HUD-4010 form, including the prevailing wage requirements of the Davis -Bacon and Related Acts (DBRA) will be enforced upon all contractors performing work on the project, regardless of contract amount. The “current Federal Wage Decision” is the one in effect ten (10) days prior to the bid opening date and can be found on -line at https://sam.gov/content/wage- determinations.

This project is a public work in the State of California, funded in whole or in part with public funds. In the event of a conflict between federal and state wage rates, the higher of the two will

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prevail. “The Contractor’ s duty to pay State prevailing wages can be found under Labor Code Section 1770 et seq. and Labor Code Sections 1775 and 1777.7 outline the penalties for failure to pay prevailing wages and employ apprentices including forfeitures and debarment.” As this project is a “public work,” the Contractor and any Subcontractors must pay wages in accordance with the determination of the Director of the Department of Industrial Relations (“DIR”) regarding the prevailing rate of per diem wages for work of a similar character in the locality in which the public work is performed, and not less than the general prevailing rate per diem wages for holiday and overtime work. Copies of those rates are available by clicking on the link, https://www.dir.ca.gov/oprl/dprewagedetermination.htm. Contractor shall post a copy of the Federal and State determination of the prevailing rate of per diem wages at each job site.

Apprenticeship Program: Attention is directed to Sections 1777.5, 1777.6, and 1777.7 of the California Labor Code and Title 8 of the California Administrative Code, Section 200, et. Seq., to ensure compliance and complete understanding of the law regarding the employment of apprentices by the contractor or any subcontractor on the project.

Public Works Contractor Registration: To comply with SB 854, beginning January 1, 2015, the following applies:

1. No contractor or subcontractor may be listed on a bid proposal for public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations (DIR) pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].

2. No contractor or subcontractor may be awarded a contract for public works on a public works project awarded on or after April 1, 2015, unless registered with the DIR.

3. The project is subject to compliance monitoring and enforcement by the DIR.

4. Require the prime contractor to post job site notices prescribed by regulation (regulation not created yet) or the City must post the notices itself.

5. Require all contractors and subcontractors to submit electronic certified payroll reports (eCPRs) to the DIR Labor Commissioner.

The Contractor shall fill in the Department of Industrial Relations (DIR) Contractor Registration Number Form provided in Appendix “B” and submit it with the sealed Bid.

Debarment: In accordance with 2 CFR 200, these provisions restrict Federal awards, subawards and contracts with certain parties that are debarred, suspended or otherwise excluded from or ineligible for participation in Federal programs or activities.

In addition, in accordance with the provisions of the Labor Code, contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to section 1777.1 or section 1777.7 of the Labor Code. Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid to a debarred subcontractor by the Contractor shall be returned to the City. The Contractor shall be

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A-4
responsible for the payment of wages to workers of a debarred subcontractor used on the Work.

Minority and Women Business Enterprises: The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, marital status or religion in any consideration leading to the award of contract. All bidders will be required to document their status as a Minority Business Enterprise (MBE), Women Business Enterprise or non-MBE/WBE entity. Bidders will be required to make a good faith effort to contract with MBE/WBE entities and submit documentation of those efforts as part of their bid.

Conflict of Interest: In the procurement of supplies, equipment, construction, and services by subrecipients, the conflict of interest provisions in 2 CFR 200.317, 2 CFR 200.318 and 24 CFR 570.611, respectively, shall apply. No persons who is an employee, agent, consultant, officer, or elected official or appointed official of the Agency, or of any designated public agencies, or of subrecipients that are receiving funds under this part who exercise or have exercised any functions or responsibilities with respect to CDBG activities assisted under this part, or who are in a position to participate in a decision making process or gain inside information with regard to such activities, may obtain a financial interest or benefit from a CDBG-assisted activity, or have a financial interest in any contract, subcontract, or agreement with respect to a CDBG-assisted activity, or with respect to the proceeds of the CDBG-assisted activity, either for themselves or those with whom they have business or immediate family ties, during their tenure or for one year thereafter

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Goods, Services, or Materials: In entering into a public works contract, or subcontract, to supply goods, services, or materials pursuant to a public works contract, the Contractor, or the Subcontractors, offers and agrees to assign to the awarding body all rights, title and interest in, and to, all causes of action it may have u nder Section 4 of the Clayton Act (15 U.S.C. Section 15) of under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public work contract or the subcontract. This assignment shall be made and become effective as the time the awarding body tenders final payment to the Contractor, without further acknowledgement by the parties.

Bid Guarantee: Bids must be prepared on the approved Proposal forms in conformance with the “Instructions to Bidders” and submitted in a sealed envelope plainly marked on the outside. The bid must be accompanied by certified or cashier’s check, or bidder’s bond, made payable to the AGENCY for an amount no less than ten percent of the amount bid.

Contractor’s License: Contractor shall possess any and all contractor licenses, in form and class as required by any and all applicable laws with respect to any and all of the work to be performed under this contract; including, but not limited to, a Class "B" License (General Engineering Contractor) in accordance with the provisions of the Contractor's License Law (California Business and Professions Code, Section 7000 et. seq.) and rules and regulation adopted pursuant thereto.

The Contractor, pursuant to the "California Business and Professions Code," Section 7028.15, shall indicate his or her State License Number on the bid, together with the expiration date, and be signed by the Contractor declaring, under penalty of perjury, that the information being provided is true and correct.

City Business License: No bid will be accepted from a Contractor who has not been licensed in accordance with provisions of the Business and Professions Code. The successful Contractor and his subcontractors will be required to possess business licenses from the City.

Retention: The AGENCY will deduct five percent (5%) retention from all progress payments as specified in Section 9-3.2 of these Specifications. The Contractor may substitute an escrow holder surety of equal value to the retention and the Contractor shall be beneficial owner of the surety and shall receive any interest thereon.

Award of Contract: The AGENCY shall award the contract to the lowest responsive, responsible bidder. The AGENCY reserves the right to reject any or all bids, to accept any bid or portion thereof, to waive any irregularity or informalities and to take all bids, under advisement for a period of sixty (60) days.

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Time of Completion: The contract period for this project is Sixty (60) working days from the effective date of the Notice-to-Proceed to be issued by the City.

Tentative Proposed Award Date: October 23, 2024.

BY ORDER OF: The City of Montebello, California

Christopher Jimenez, City Clerk

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B-1

INSTRUCTIONS TO BIDDERS
FOR

FIRE STATION 56 RENOVATION AT 1166 S. GREENWOOD AVENUE

C.P. No. 923

IN THE CITY OF MONTEBELLO

GENERAL INFORMATION

ELECTRONIC proposals, including all documents required to be submitted with the bid, will be received until the date and time specified in the legal notice or addendum to the project documents, whichever occurs latest, for the construction of work described in the project documents or said legal notice. The Bid(s) will be opened and publicly read by the City Clerk staff or their respective designees, in the Council Chambers, or other designated location, at the City of Montebello.

In addition to the Proposal Documents described in the ‘INVITATION TO BIDDERS’, the City Clerk’s Department will be requesting the fully executed original Bid Bond from consider all bidders, and shall be delivered to the Montebello City Clerk ‘s Office prior to the Bid opening date and time.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

No contractor or subcontractor may be listed on a bid proposal for a Public Works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

No contractor or subcontractor may be awarded a contract for public work on a Public Works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

PROPOSAL FORMS
Bids shall be submitted in writing on the Proposal forms provided by the AGENCY. All information requested therein must be clearly and legibly set forth in the manner and form indicated. The AGENCY will not consider any proposal not meeting these requirements.

PROPOSAL GUARANTEE

Proposals must be accompanied by a proposal guarantee consisting of a certified or cashier’s check or bid bond payable to the AGENCY in the amount not less than ten percent of the total amount bid. Any proposal not accompanied by such a guarantee will not be considered. If a bidder to whom a contract is awarded fails or refuses to execute the contract documents or furnish the required insurance policies and bonds as set forth in those documents, the proposal guarantee shall

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be forfeited to the AGENCY. The proposal guarantees of all bidders will be held until the successful bidder has properly executed all contract documents.

DELIVERY OF PROPOSAL

Electronic Bids shall be submitted electronically at https://www.cityofmontebello.com/rfp- bids/bid-opportunities.html by11:00 am on January 11, 2023. It is the bidder’s responsibility to ensure the bids have been successfully submitted thru PlanetBids. Bidders can contact the AGENCY’S Purchasing Officials for confirmation. Late proposals will not be considered.

WITHDRAWAL OF PROPOSALS

A proposal may be withdrawn by a written request signed by the bidder. Such requests must be delivered to the AGENCY’s designated official prior to the bid -opening hour stipulated in the Notice Inviting Sealed Bids. Proposals may not be withdrawn after said hour without forfeiture of the proposal guarantee. The withdrawal of the proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do so.

IRREGULAR PROPOSALS

Unauthorized conditions, limitations, or provisions attached to a proposal will render it irregular and may cause its rejection. The completed proposal forms shall be without interlineations, alterations, or erasures. Alternative proposals will not be considered unless specifically requested.

No oral, telegraphic, telephonic, facsimile or electronic proposal, modification or withdrawal will be considered.

TAXES
No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable.

DISQUALIFICATION OF BIDDERS

In the event that any bidder acting as a prime contractor has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder, and while doing so, may also submit a formal proposal as a prime contractor. No proposal will be accepted from a bidder who has not been licensed in accordance with the provisions of the State Business and Professions Code.

DISCREPANCIES AND MISUNDERSTANDINGS

Bidders must satisfy themselves by personal examination of the work site, Plans, Specifications, and other contract documents and by any other means as they may believe necessary, as to the actual physical conditions, requirements and difficulties under which the work must be performed.

No bidder shall at any time after submission of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Any errors, omissions, or discrepancies found in the

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Plans, Specifications, or other contract documents shall be called to the attention of the AGENCY and clarified prior to the submission of proposals.

EQUIVALENT MATERIALS

Although the bidder may believe that by use of a different material than that specified on/in the plans and specifications, a lower cost project/bid may result. The bidder is to bid the project on the basis of using the material(s) as named keeping in mind that all materials named herein by manufacturer is not to prohibit the bidder considering using in his bid what he consider to be an equal material except where the AGENCY has designated a sole product. Once the bids have been opened the successful Contractor may discuss with the AGENCY the use of another product; which may result in a determination by the AGENCY that the other product is equal and possibly that by the AGENCY allowing the use of the Contractor proposed equal that a change in the contract amount may result.

LEGAL RESPONSIBILITIES

All proposals must be submitted, filed, made, and executed in accordance with State and Federal laws relating to bids for contracts of this nature whether the same or expressly referred to herein or not. Any bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions, and requirements set forth, contemplated, and referred to in the Plans, Specifications, and other contract documents, and to full compliance therewith.

AWARD OF CONTRACT
The award of contract, if made, will be to the lowest responsible bidder as determined solely by the AGENCY. Additionally, the AGENCY reserves the right to accept or reject any or all proposals, to waive any irregularity, and to make an award as may best serve the interests of the AGENCY.

SURETY BOND PERIOD

Surety Faithful Performance Bond shall be maintained for one (1) year after completion of project construction.

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PROPOSAL
FOR

FIRE STATION 56 RENOVATION AT 1166 S. GREENWOOD AVENUE

C.P. No. 923

IN THE CITY OF MONTEBELLO
TO THE CITY OF MONTEBELLO, as AGENCY
In accordance with AGENCY’ s Notice Inviting Sealed Bids, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Plans, Specifications, and contract documents therefor and to perform all work in the manner and time prescribed therein.

BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Specifications, Instruction to Bidders, and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guarantee accompanying this proposal. This bid may not be withdrawn within a period of sixty (60) days after the date of its proper opening by the City.

BIDDER understands that a bid is required for the entire work and that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE

AGENCY RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures.

If awarded the Contract, the undersigned further agrees that in the event of the BIDDER’s default in executing the required contract and filing the necessary bonds and insurance certificates within ten (10) working days after the date of the AGENCY’s notice of award of contract to the lowest responsive BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY’S option, be considered null and void.

The foregoing quantities are approximate only, being given as a basis for the comparison of bids, and the City does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work as may be deemed necessary or advisable by

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the engineer. All bids will be compared on the basis of the Engineer’s estimated quantities of work to be performed.

The contractor’s attention is directed to both sec. 7-3.5.2 “Increases of more than 25 percent” and sec. 7-3.5.3 “Decreases of more than 25 percent” of the Standard Specifications which have been eliminated and are replaced by the following:

No adjustments for any unit bid price for any quantity that will vary by more than 25% will be allowed.

The bidder agrees that in case of not executing the required contract with necessary bonds within ten (10) working days, after having received notice that the contract is ready for signature, the proceeds of the check or bond accompanying his/her bid shall become the property of the City of Montebello.

The bidder also certifies that the bid is a balanced bid. In accordance with section 7028.15 of the California Business and Professions Code, the undersigned certifies under penalty of perjury that the foregoing is true and correct.

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BID PROPOSAL
FOR

FIRE STATION 56 RENOVATION AT 1166 S. GREENWOOD AVENUE

C.P. No. 923

IN THE CITY OF MONTEBELLO
The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the specifications and read the accompanying instructions to bidders, and hereby proposes to do all the work in accordance with said specifications for the amounts set forth below:

Construct improvements as reiterated above, located in the City of Montebello, California, in accordance with the specifications for the unit price set forth in the following items:

BASE BID ITEMS:

ITEM
NO. DESCRIPTION UNIT EST.

QTY.

UNIT
PRICE

EXTENDED
AMOUNT
1 Demolition of interior for new renovation
scope LS 1 $ $
2 Site work for new accessible parking stall,
signage, striping, detectable warning LS 1 $ $
3 Concrete slab work for new bathrooms and
locker room LS 1 $ $
4 Concrete footing for structural columns LS 1 $ $
5 Wood framing for new interior walls,
structural beams, openings LS 1 $ $
6 Cabinetry and carpentry at kitchenette and
bathrooms LS 1 $ $
7 Insulation for new walls and ceilings LS 1 $ $
8 Flashing and patching of roof for new
penetrations LS 1 $ $
9 Pipe insulation Wrap LS 1 $ $
10 New doors, door hardware and thresholds LS 1 $ $
11 Gyp. Board (drywall) at New walls and
Ceilings LS 1 $ $
12 Painting and Caulking at Interior LS 1 $ $
13 New 24” x 48” Acoustical Ceiling tiles and
grid LS 1 $ $

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ITEM
NO. DESCRIPTION UNIT EST.

QTY.

UNIT
PRICE

EXTENDED
AMOUNT
14 Floor, wall, cove tile, grout, mortar LS 1 $ $
15 Quartz Counter Tops LS 1 $ $
16 Polished concrete slab LS 1 $ $
17 Rubber wall base LS 1 $ $
18 Fire Extinguisher Cabinets LS 1 $ $
19 Room Signage LS 1 $ $
20 Bathroom/Restroom Accessories LS 1 $ $
21 Mechanical Renovations: ducting, registers,
extensions, duct cleaning, air balancing,
restroom exhaust systems
LS 1 $ $
22 Plumbing Renovations: Supply, sewer,
venting, sinks, faucets lavatories, showers,
valves and hoses, drains, lavatories
LS 1 $ $
23 Electrical Renovations: Service, power,
switching, distribution, outlets, light fixtures,
occupancy sensors, services to install
speakers, data and communications outlets,
illuminated exit signs, smoke detectors
LS 1 $ $
24 Installation of furniture (purchased by
owner) LS 1 $ $
25 $ $
26 $ $
27 $ $
28 $ $
29 $ $
30 $ $
31 $ $
32 $ $
33 $ $
34 $ $

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ITEM
NO. DESCRIPTION UNIT EST.

QTY.

UNIT
PRICE

EXTENDED
AMOUNT
35 $ $
36 $ $
TOTAL AMOUNT BID IN FIGURES $

TOTAL AMOUNT BID IN WORDS

Dollars

Bidder’s Signature Title

Company Name

IN CASE OF DISCREPANCY BETWEEN THE WORDS AND FIGURES, THE WORDS SHALL PREVAIL.

( ) ( )

PHONE FAX

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RECEIPT OF ADDENDUM NO(S). , , , IS/ARE HEREBY ACKNOWLEDGED.

Before signing the contract, the lowest responsible bidder shall furnish all necessary bonds within ten (10) days after receiving the Contract notification. This bid is based upon completing the work in one -hundred and twenty (120) working days from the date of the Notice to Proceed.

After opening bids, the City will contact the lowest responsive/responsible bidder and inform him/her to submit signed contract, and required bonds and insurances to the City within ten (10) calendar days. These signed documents will be included in the City Council report to award the contract at the City Council Meeting to the lowest monetary bidder who will be determined by the Total Lump Sum Bid amount indicated above. Upon approval of the contract by City Council, the City will issue the “Notice to Proceed with Construction”.

Enclosed is a Bidder's Bond, Certified Check or Cashier's Check number on the Bank, which is not less than ten percent (10%),
as a guarantee that the undersigned will enter into the Contract if awarded to the undersigned. The undersigned further agrees that in case of default in executing the required contract with necessary bonds and insurance, within the time limits above specified, said bond or check and the money payable therein shall be forfeited to and become the property of the City of Montebello, State of California.

SIGNATURE OF BIDDER TEL NO. ( )

BUSINESS ADDRESS
----------------------------------------------------------------------------------------------------------------

CONTRACTOR'S LICENSE

NUMBER & EXPIRATION DATE

TYPE OF LICENSE
I declare under penalty of perjury that the foregoing is true and correct. , Dated this day of _ , 20 .

CONTRACTOR'S SIGNATURE
-------------------------------------------------------------------------------------------------------------------

SURETY COMPANY'S
NAME

ADDRESS

CITY STATE / ZIP CODE

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C-7

DESIGNATION OF SUBCONTRACTORS
California Public Contract Code 6109

The City of Montebello cannot permit a contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code to bid on, be awarded, or perform work as a subcontractor on, a public works project.

In compliance with the Subletting and Subcontracting Fair Practices Act (Chapter 2, commencing at Section 4100, Division 5, Title 1 of the California Public Contract Code) and any amendments thereof, each bidder shall set forth below: (a) the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement to be performed under this contract in an amount in excess of one-half of one percent of the prime contractor's total bid, and (b) the portion of the work which will be done by each subcontractor under this act. The prime contractor shall list only one subcontractor for each such portion as is defined by the prime contractor in this bid.

If a prime contractor fails to specify a subcontractor or if a prime contractor specifies more than one subcontractor for the same portion of work to be performed under the contract in excess of one-half of one percent of the prime contractor's total bid, the prime contractor shall be deemed to have agreed that he/she is fully qualified and will perform that portion themselves.

No prime contractor whose bid is accepted shall (a) substitute any subcontractor, (b) permit any subcontract to be voluntarily assigned or transferred or allow it to be performed by anyone other than the original subcontractor listed in the original bid, or (c) subcontract any portion of the work in excess of one-half of one percent of the prime contractor's total bid as to which his/her original bid did not designate a subcontractor, except as authorized in the Subletting and Subcontracting Fair Practices Act. Subletting or subcontracting of any portion of the work in excess of one-half of one percent of the prime contractor's total bid as to which no subcontractor was designated in the original bid shall only be permitted in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the authority awarding this contract setting forth the facts constituting the emergency or necessity.

California Public Contract Code 7104

Contractor shall, in any activity involving trenching more than four feet deep, notify the Engineer of hazardous materials, subsurface or latent physical site conditions different from those indicated and any unusual site conditions. Contractor shall, in contracts exceeding $25,000, provide detailed plans for trenches or excavations of five feet or more in depth. Cal. Lab. Code § 6705.

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Bidder’s List of subcontractor

As of March 1, 2015 Contractors (and sub-contractors) wishing to bid on public works contracts shall be registered with the State Division of Industrial Relations and certified to bid on Public Works contracts. Please register at:
https://efiling.dir.ca.gov/PWCR/ActionServlet?action=displayPWCRegistrationForm

In accordance with Title 49, Section 26.11 of the Code of Federal Regulations, and Section 4104 of the Public Contract Code o f the State of California, as amended, the following information is required for each sub-contractor who will perform work amounting to more than one half of one percent (0.5%) of the Total Base Bid or $10,000 (whichever is greater). Photocopy this form for additional firms.

Subcontractor Name and Location

Line Item # &
Description

Subcontract
Amount

Percentage of Bid Item
Subcontracted
Contractor License
Number
DIR Reg Number
Name:

City, State

Name:

City, State

Name:

City, State

Name:

City, State

Name:

City, State

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REFERENCES

The following are the names, addresses, and telephone numbers for three public agencies for which BIDDER has performed similar work within the past two years:

1. Name and Address of Agency

Name and telephone number of person familiar with project

Contract amount Type of work Date completed

2. Name and Address of Agency

Name and telephone number of person familiar with project

Contract amount Type of work Date completed

3. Name and Address of Agency

Name and telephone number of person familiar with project

Contract amount Type of work Date completed

The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance and bonds:

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(THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL SHALL ALSO

CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH ARE A PART OF

THIS PROPOSAL)

EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION

The bidder , proposed
subcontractor , hereby certifies that he
has , has not , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements.

Note: The above certification is required by the Equal Employment Opportunity Regulations ofthe Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.)

Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.

Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.

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PUBLIC CONTRACT CODE

Public Contract Code Section 10285.1 Statement
In conformance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares
under penalty of perjury under the laws of the State of California that the bidder has , has not been convicted

within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or Federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.

Note: The bidder must place a checkmark after "has" or "has not" in one of the blank spaces provided.

The above Statement is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

Public Contract Code Section 10162 Questionnaire
In conformance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire:

Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?

Yes No
If the answer is yes, explain the circumstances in the following space.

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Public Contract Code 10232 Statement

In conformance with Public Contract Code Section 10232, the Contractor, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two-year period because of the Contractor's failure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board.

Note: The above Statement and Questionnaire are part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

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Non-collusion Affidavit
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)

To the CITY / COUNTY of
DEPARTMENT OF PUBLIC WORKS.

In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Note: The above Noncollusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Noncollusion Affidavit.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

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NON-COLLUSION AFFIDAVIT

The undersigned is submitting a bid for performing the following work by contract, being duly sworn, deposes and says:

That he/she has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such contract.

(Fill in description of contract)
Company
Name of Bidder
Signature of Bidder
Business Address
City State Zip Code
Subscribed and sworn to before me this day of , 20 .

Notary Public in and for the County of
, State of California.

My Commission Expires , 20 .

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C-15

DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29

The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
• is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
• has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
• does not have a proposed debarment pending; and
• has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.

If there are any exceptions to this certification, insert the exceptions in the following space.

Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.

Notes: Providing false information may result in criminal prosecution or administrative sanctions.

The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification.

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C-16

NONLOBBYING CERTIFICATION

FOR FEDERAL-AID CONTRACTS

The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that:

(l) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.

(2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions.

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly.

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C-17

DISCLOSURE OF LOBBYING ACTIVITIES
COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352

1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type:

4. Name and Address of Reporting Entity 5. If Reporting Entity in No. 4 is Subawardee, Enter Name and Address of Prime:

Prime
Subawardee
Tier , if known

Congressional District, if known Congressional District, if known

6. Federal Department/Agency: 7. Federal Program Name/Description:

CFDA Number, if applicable

8. Federal Action Number, if known: 9. Award Amount, if known:

10. a. Name and Address of Lobby Entity b. Individuals Performing Services (including (If individual, last name, first name, MI) address if different from No. 10a) (last name, first name, MI)

(attach Continuation Sheet(s) if necessary)

11. Amount of Payment (check all that apply) 13. Type of Payment (check all that apply) $
actual
planned

12. Form of Payment (check all that apply):
a. cash
b. in-kind; specify: nature
value
a. retainer
b. one-time fee
c. commission
d. contingent fee
e deferred
f. other, specify

14. Brief Description of Services Performed or to be performed and Date(s) of Service, including officer(s), employee(s), or member(s) contacted, for Payment Indicated in Item 11:
(attach Continuation Sheet(s) if necessary)

15. Continuation Sheet(s) attached: Yes
No

16. Information requested through this form is authorized by Title 31 U.S.C. Section 1352. This disclosure of lobbying reliance was placed by the tier above when his transaction was made or entered into. This disclosure is required
pursuant to 31 U.S.C. 1352. This information will be
reported to Congress semiannually and will be availablefor public inspection. Any person who fails to file the required disclosure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

Signature:

Print Name:

Title:

Telephone No.: Date:

Authorized for Local Reproduction

b. grant

b. initial award

b. material change
c. cooperative agreement c. post-award
d. loan F or Material Change Only:
e. loan guarantee year quarter
f. loan insurance date of last report

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C-18

Federal Use Only: Standard Form - LLL

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INSTRUCTIONS FOR COMPLETION OF SF-LLL,

DISCLOSURE OF LOBBYING ACTIVITIES
This disclosure form shall be completed by the reporting entity, whether sub-awardee or prime Federal recipient, at the initiation or receipt of covered Federal action or a material change to previous filing pursuant to title 31 U.S.C. section 1352. The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered Federal action.

Attach a continuation sheet for additional information if the space on the form is inadequate.

Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information.

1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence, the outcome of a covered Federal action.

2. Identify the status of the covered Federal action.

3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last, previously submitted report by this reporting entity for this covered Federal action.

4. Enter the full name, address, city, state and zip code of the reporting entity. Include Congressional District if known. Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the first tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants.

5. If the organization filing the report in Item 4 checks "Subawardee" then enter thefull name, address, city, state and zip code of the prime Federal recipient. Include Congressional District, if known.

6. Enter the name of the Federal agency making the award or loan commitment. Include at least one organization level below agency name, if known. For example, Department of Transportation, United States Coast Guard.

7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans and loan commitments.

8. Enter the most appropriate Federal identifying number available for the Federal action identification in item 1 (e.g., Request for Proposal (RFP) number, Invitation for Bid (IFB) number, grant announcement number, the contract grant. or loan award number, the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001."

9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitments for the prime entity identified in item 4 or 5.

10. (a) Enter the full name, address, city, state and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influenced the covered Federal action. (b) Enter the full names of the individual(s) performing services and include full address if different from 10 (a). Enter Last Name, First Name and Middle Initial (Ml).

11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this is a

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C-19
material change report, enter the cumulative amount of payment made or planned to be made.

12. Check the appropriate box. Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value of the in-kind payment.

13. Check the appropriate box. Check all boxes that apply. If other, specify nature.

14. Provide a specific and detailed description of the services that the lobbyist has performed or will be expected to perform and the date(s) of any services rendered. Include all preparatory and related activity not just time spent in actual contact with Federal officials.

Identify the Federal officer(s) or employee(s) contacted or the officer(s) employee(s) or Member(s) of Congress that were contacted.

15. Check whether or not a continuation sheet(s) is attached.

16. The certifying official shall sign and date the form, print his/her name title andtelephone number.

Public reporting burden for this collection of information is estimated to average 30 minutes per response, including time for reviewing instruction, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503. SF-LLL-Instructions Rev. 06-04-90«ENDIF»

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Note: The standard printed bid bond form of any bonding company acceptable to the City of Montebello may be used in lieu of the following approved sample bond form, provided the security stipulations protecting the City of Montebello are not in any way reduced by use of the surety company’s printed standard form.

PROPOSAL GUARANTEE

BID BOND

FOR

FIRE STATION 56 RENOVATION AT 1166 S. GREENWOOD AVENUE

C.P. No. 923

IN THE CITY OF MONTEBELLO

KNOW ALL MEN BY THESE PRESENTS that
, as BIDDER, and
, as SURETY, are held and firmly
bound unto the City of Montebello, as AGENCY, in the penal sum of

dollars ($ ), which is ten percent of the
total amount bid by BIDDER to AGENCY for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly be these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to AGENCY for the above stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals, this day of , 20 .

BIDDER*

SURETY*

Subscribed and sworn to this day of , 20 .

NOTARY PUBLIC _
*Provide BIDDER/SURETY name, address and telephone number and the name, title, address and telephone number of authorized representative.

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BIDDER’S VIOLATION OF LAW/SAFETY QUESTIONNAIRE
FOR

FIRE STATION 56 RENOVATION AT 1166 S. GREENWOOD AVENUE

C.P. No. 923

IN THE CITY OF MONTEBELLO
In accordance with Government Code Section 14310.5, the BIDDER shall complete, under penalty of perjury, the following questionnaire.

QUESTIONNAIRE

Has the Bidder, any officer of the bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation?

Yes No

If the answer is yes, explain the circumstances in the space provided.

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Note: The following is to be used in case cash, a cashier’s check or a certified check accompanies the proposal.

PROPOSAL GUARANTEE
CASH, CASHIER’S CHECK, OR CERTIFIED CHECK
FOR

FIRE STATION 56 RENOVATION AT 1166 S. GREENWOOD AVENUE

C.P. No. 923

IN THE CITY OF MONTEBELLO

Accompanying this proposal is a certified check, a cashier’s check, or bidder’s bond payable to the order of the City of Montebello, or cash in the amount of

Dollars
($ ). The proceeds of the same shall become the property of said City if, in case this proposal shall be accepted by said City through the City Council, the undersigned shall fail to execute a contract, with and furnish the insurance and bonds required by the City of Montebello within the specified time; otherwise, the same is to be returned to the undersigned as set forth in the Instructions to Bidders.

Bidder

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DESIGNATION OF SUBCONTRACTORS

BIDDER proposes to subcontract certain portions of the work, which are in excess of one -half of one percent of the bid, and to procure materials and equipment from suppliers and vendors as follows:

NAME, ADDRESS, LICENSE NO.,

AND PHONE NUMBER OF

SUBCONTRACTORS, SUPPLIERS, PORTION OF WORK,

AND VENDORS MATERIALS, OR EQUIPMENT

Prior to award of contract, Contractor shall submit a list of suppliers and vendors, in writing, to the City Engineer.

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REFERENCES

The following are the names, addresses, and telephone numbers for three public agencies for which BIDDER has performed similar work within the past two years:

1. Name and Address of Agency

Name and telephone number of person familiar with project

Contract amount Type of work Date completed

2. Name and Address of Agency

Name and telephone number of person familiar with project

Contract amount Type of work Date completed

3. Name and Address of Agency
Name and telephone number of person familiar with project Contract amount Type of work Date completed

The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance and bonds:

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EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE

BIDDER certifies that in all previous contracts or subcontractors, all reports which may have been due under the requirements of any AGENCY, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.

AFFIRMATIVE ACTION CERTIFICATION

BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded thereunder.

Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents.

NON-COLLUSION AFFIDAVIT

BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the AGENCY is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work and that this proposal is in all respects fair and without collusion or fraud.

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BIDDER’S INFORMATION

BIDDER certifies that the following information is true and correct:

Bidder’s Name

Business Address:

Telephone

State Contractor’s License No. and Class:

Original Date Issued Expiration Date

The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal:

The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows:

All current and prior DBA’s, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows:

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C-27
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seals of all forenamed principals this day of , 20 .

BIDDER

The undersigned declares under penalty of perjury under the laws of the State of California that the representations made hereto are true and correct.

Signature of Contractor’s Representative
Printed Name
Title
Subscribed and sworn to this day of ,20 .

NOTARY PUBLIC

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CITY OF MONTEBELLO

STANDARD PUBLIC WORKS AGREEMENT

THIS STANDARD PUBLIC WORKS AGREEMENT (“AGREEMENT”) is dated for reference purposes only and is made and entered into by and between the CITY OF MONTEBELLO, a Municipal corporation (the “CITY”) and (“CONTRACTOR”) whose address is
.

SEC. 1. RECITALS

WHEREAS, the CITY duly advertised a Notice Inviting Bids to be submitted on or before on . for the
work of (describe work), (“PROJECT”).

WHEREAS, on , the City Council accepted the bid of
CONTRACTOR as the lowest responsible, responsive bid received and directed that a written contract be entered into with CONTRACTOR for the PROJECT.

NOW, THEREFORE, in consideration of the promises and the mutual covenants and agreements herein contained, the parties do hereby agree as follows:

SEC. 2. CONTRACT DOCUMENTS.

A. The CONTRACT DOCUMENTS for the PROJECT shall consist of the Notice Inviting Sealed Bids, the Instructions to Bidders, Bidders Proposal, Addendums, General Specifications and all referenced specifications, details, standard drawings, and appendices, together with this Contract and all required bonds, and insurance certificates. All of the “Contract Documents” are intended to complement the other documents so that any work called for in one, and not mentioned in the others, or vice versa, is to be executed the same as if mentioned in all of said documents. The CONTRACT DOCUMENTS are incorporated herein by this reference and made part hereof as though they were fully set forth herein.

B. In case any of the CONTRACT DOCUMENTS conflict with each other, the order of preference for the CONTRACT DOCUMENTS is:

1. This AGREEMENT

2. Appendices

3. Standard drawings

4. Details

5. Special Provisions, if any

6. Addendums

7. General Specifications and all referenced specifications

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8. Bidders Proposal

9. Instructions to Bidders

10. Notice Inviting Sealed Bids

SEC. 3. THE WORK.

For and in consideration of the payments and agreements to be made and performed by CITY, CONTRACTOR agrees to furnish all materials and perform all work required for the PROJECT and to fulfill all other obligations as set forth in the CONTRACT DOCUMENTS.

SEC. 4. COMPENSATION.

CONTRACTOR hereby agrees to receive and accept the total amount of , which is based on performing all of the work shown
on Bidders Proposa l as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the CONTRACT DOCUMENTS, and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work. CITY shall herein retain five percent (5%) of said price until said time as the provisions of SEC. 18 herein have been met.

Sec. 4.1. Progress Payments
Progress Payments shall be made in accordance w ith section of the General Provisions and the provisions of this Section 4.1. Upon receipt of a properly presented payment request, the CITY shall process the payment request in accordance with Public Contracts Code Section 20104.5.

The CITY shall review the payment request as soon as possible. If the CITY rejects the payment request, it shall be returned to the CONTRACTOR within seven days of its receipt by the CITY with an explanation for the reasons of its rejection. If the payment request is approved in writing by the CITY, payment shall be made in thirty (30) days of receipt of an undisputed and properly presented payment request. Late payments shall bear interest at the legal rate of interest in accordance with Code of Civil Procedure 685.010. CITY shall pay CONTRACTOR asum based upon ninety five percent (95%) of the contract price apportionment of the labor and materials incorporated into the work under the contract during the period covered by said statement. The remaining five percent (5%) thereof shall be retained as performance security. Refer to Section 4.2 of this Agreement for retention of funds.

Sec. 4.2. Retention of Funds
Progress payments shall be made in accordance with the provisions of Section 4.1 of this Agreement. In accordance with said section, CITY shall pay CONTRACTOR a sum based upon ninety five percent (95%) of the contract price in proportion to the labor and materials incorporated into the work under the contract during the month covered by said statement. The remaining five percent (5%)

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thereof shall be retained as performance security to be paid to the CONTRACTOR within sixty (60) days after final acceptance of the work by the City Council, after CONTRACTOR shall have furnished CITY with a release of all undisputed contract amounts, if required by CITY. In the event there are any claims specifically excluded by CONTRACTOR from the operation of the release, the CITYmay retain proceeds (per Public Contract Code 7107) of up to 150% of the amount in dispute. CITY’s failure to deduct or withhold shall not affect CONTRACTOR’s obligations hereunder.

Sec. 4.3. Substitution of Securities.

Pursuant to Public Contracts Code Sec. 22300 CONTRACTOR shall be allowed to substitute securities for any moneys withheld by the CITY to ensure performance under a contract, unless, federal regulations or policies, or both, do not allow the substitution of securities. At the request and expense of the CONTRACTOR, securities equivalent to the amount withheld shall be deposited with the CITY, or with a state or federally chartered bank in this state as the escrow agent, who shall then pay those moneys to the CONTRACTOR. Upon satisfactory completion of the contract, the securities shall be returned to the contractor.

SEC. 5. UNDOCUMENTED WORKERS.

CONTRACTOR hereby promises and agrees to comply with all of the provisions of Federal and/or State law as the same shall apply to this PROJECT pertaining to the employment of unauthorized aliens as defined therein. Should CONTRACTOR so employ unauthorized aliens for the performance of work and/or services covered by this Contract, and should the Federal Government impose sanctions against the CITY for use of unauthorized aliens, CONTRACTOR hereby agrees to, and shall, hold harmless, indemnify and defend CITY for the cost of all such sanctions imposed, together with any and all costs, including attorneys’ fees, incurred by the CITY in connection therewith.

SEC. 6. NOTICE TO PROCEED.

CONTRACTOR shall commence work on the date specified in the Notice to Proceed to be issued in writing to CONTRACTOR by the CITY and shall complete work on the PROJECT within one- hundred and twenty (120) Working Days from the commencement thereof.

SEC. 7. DISCOVERY OF HAZARDOUS OR LATENT CONDITIONS.

A. CONTRACTOR shall, without disturbing the condition, notify CITY in writing as soon as CONTRACTOR, or any subcontractor, agent or employees have knowledge and reporting is possible, of the discovery of any of the following conditions:

1. The presence of any material that the CONTRACTOR believes is hazardous waste, as defined in Section 25117 of the Health and Safety Code;

2. Subsurface or latent physical conditions at the site differing from those indicated in the specifications; or,

3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Contract.

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B. Pending a determination by the CITY of appropriate action to be taken, CONTRACTOR shall provide security measures (e.g., fences) adequate to prevent the hazardous waste or physical conditions from causing bodily injury to any person.

C. CITY shall promptly investigate the reported conditions. If CITY, through the City Engineer or his/her designee, and in the exercise of its sole discretion, determines that the conditions do materially differ, or do involve hazardous waste, and will cause a decrease or increase in the CONTRACTOR’s cost of or time required for performance of any part of the work, then CITY shall issue a change order.

D. In the event of a dispute between CITY and CONTRACTOR as to whether the conditions materially differ or involve hazardous waste or cause a decrease or increase in the CONTRACTOR’s cost of, or time required for performance of any part of the work, CONTRACTOR shall not be excused from any schedule completion date, and shall proceed with all work to be performed under the Contract. CONTRACTOR shall retain any and all rights which pertain to the resolution of disputes and protests between the parties.

SEC. 8. MISCELLANEOUS STATUTORY REQUIREMENTS
Sec. 8.1. Contractor License.

CONTRACTOR shall possess a California contractor’s license type “B” for the performance of the Project.

Sec. 8.2. Ineligible Contractor Prohibited.

Any contractor or subcontractor who is ineligible to perform work on a public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code is prohibited from performing work under this Agreement.

Sec. 8.3. Compliance with SB 854 Registration.

This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. No prime contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. No prime contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. The CONTRACTOR will be required to post job site notices as described in 8 California Code of Regulation section 16451(d).

Sec. 8.4. Trench and Pipeline Safety.

If this Contract is for more than $25,000 and involves excavation of any trench five feet or more in depth, the CONTRACTOR shall submit a detailed plan of shoring, bracing, sloping or other provisions to be made for worker protection in accordance with Labor Code Section 6705. Such plan shall be approved by a qualified representative of the CITY.

Sec. 8.5. Utility Relocation.

CITY is responsible for removal, relocation, or protection of existing main or trunkline utilities to the extent such utilities were not identified in the invitation for bids or specifications. CITY shall

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reimburse contractor for any costs incurred in locating, repairing damage not caused by contractor and removing or relocating such unidentified utility facilities, including equipment idled during such work.

CONTRACTOR shall not be assessed liquidated damages for delay arising from the removal or relocation of such unidentified utility facilities.

Sec. 8.6. Third Party Claims Notification.

The CITY shall timely notify the CONTRACTOR in writing of any third party claims relating to the Agreement.

Sec. 8.7. Unfair Business Practices Claims.

The CONTRACTOR or subcontractor offers and agrees to assign to the CITY all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C.

Section 15) or under the Cartwright Act (Chapter 2, (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the CITY renders final payment to the CONTRACTOR without further acknowledgment by the parties. (Section 7103.5, California Public Contract Code.).

Sec. 8.8. Day’s Work.

CONTRACTOR acknowledges that under California Labor Code sections 1810 and following, 8 hours of labor constitutes a legal day’s work. CONTRACTOR will forfeit as a penalty to CITY the sum of $25.00 for each worker employed in the execution of this Contract by CONTRACTOR or any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Labor Code section 1810. (Labor Code § 1813).

Sec. 8.9. Payroll Records.

CONTRACTOR shall maintain the certified payroll records required by Labor Codes Sec. 1776 and shall report such records directly to the California Labor Commissioner as required by Labor Code Sec. 1771.4. The CONTRACTOR shall inform the CITY of the location of the records enumerated under Labor Code Sec. 1776, including the street address, city, and county, and shall, within five working days, provide a notice of a change of location and address.

Sec. 8.10. Employment of Apprentices.

Nothing in this Contract prevents CONTRACTOR or any subcontractor from employing properly registered apprentices in the execution of the Contract. CONTRACTOR is responsible for compliance with Labor Code section 1777.5 for all apprenticeable occupations. This statute requires that contractors and subcontractors must submit contract award information to the applicable joint apprenticeship committee, must employ apprentices in apprenticeable occupations in a ratio of not less than one hour of apprentice’s work for every five hours of labor performed by a journeyman (unless an exception is granted under §1777.5), must contribute to the fund or funds in each craft or trade or a like amount to the California Apprenticeship Council, and that contractors and subcontractors must not discriminate among otherwise qualified employees as apprentices solely on the ground of sex, race, religion, creed, national origin, ancestry or color. Only apprentices defined in Labor Code section 3077, who are in training under apprenticeship standards and who have written apprentice contracts, may be employed on public works in apprenticeable occupations.

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Sec. 8.11. Records Audit
In accordance with Government Code, Section 8546.7, records of both the CITY and the CONTRACTOR shall be subject to examination and audit by the Auditor General for a period of three (3) years after final payment.

SEC. 9. PREVAILING WAGES
A. CONTRACTOR shall pay prevailing Wage rates for this Project in accordance with the “General Wage Determination Made by the Director of Industrial Relations Pursuant to California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1773 and 1773.1", for Los Angeles County.

Wage rates shall conform to those posted at and the Project site.

B. The following Labor Code sections are hereby referenced and made a part of this Agreement:

1. Section 1775 - Penalty for Failure to Comply with Prevailing Wage Rates.

2. Section 1777.4 - Apprenticeship Requirements.

3. Section 1777.5 - Apprenticeship Requirements.

4. Section 1813 - Penalty for Failure to Pay Overtime.

5. Sections 1810 and 1811 - Working Hour Restrictions.

6. Section 1775 - Payroll Records.

7. Section 1773.8 - Travel and Subsistence Pay.

SEC. 10. INDEMNITY, DEFENSE AND HOLD HARMLESS

A. CONTRACTOR shall indemnify, defend with legal counsel approved by CITY, and hold harmless CITY, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with CONTRACTOR's negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the CITY. Should conflict of interest principles preclude a single legal counsel from representing both CITY and CONTRACTOR, or should CITY otherwise find CONTRACTOR’s legal counsel unacceptable, then CONTRACTOR shall reimburse the CITY its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The CONTRACTOR shall promptly pay any final judgment rendered against the CITY (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the CONTRACTOR’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.

B. CONTRACTOR obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights

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of CITY under any provision of this agreement, CONTRACTOR shall not be required to indemnify and hold harmless CITY for liability attributable to the active negligence of CITY, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where CITY is shown to have been actively negligent and where CITY’S active negligence accounts for only a percentage of the liability involved, the obligation of CONTRACTOR will be for that entire portion or percentage of liability not attributable to the active negligence of CITY.

SEC. 11. BONDS.

A. CONTRACTOR, before commencing said PROJECT, shall furnish and file with CITY, a Performance Bond, or bonds in the sum of one hundred percent (100%) of the Agreement price thereof conditioned upon the faithful performance of this Agreement in the form attached hereto as Exhibit “B.”.

B. CONTRACTOR, before commencing said PROJECT, shall furnish and file with CITY, a Payment Bond in the sum of 100% of the Agreement price, conditioned upon the payment of all labor and materials furnished in connection with this Agreement in the form attached hereto as Exhibit “C.”

SEC. 12. INSURANCE REQUIREMENTS.

Prior to commencing work hereunder, CONRACTOR shall provide the CITY with proof of insurance naming the CITY and each of its directors, officers, agents, and employees as additional -named insured’s on a policy or policies of insurance providing and maintaining the coverage’s set forth in the Insurance Schedule attached hereto as Exhibit A. CITY shall have the right to hold the policies and policy renewals, and CONTRACTOR shall promptly furnish to CITY all renewal notices and all receipts of paid premiums. CITY may make proof of loss if not made promptly by CONTRACTOR.

SEC. 13. LIQUIDATED DAMAGES.

See Section 6-9 Liquidated Damages of the General Provisions. In addition, pursuant to the authority of California Public Contracts Code Section 7102, CITY and CONTRACTOR agree that the determination of actual damages for any unreasonable delay in performance of this Agreement caused by CITY would be extremely difficult or impractic al to determine in the event of a breach of this Agreement by CITY. Therefore, if the CITY is determined to be liable for such unreasonable delays, the CITY and its sureties shall be liable to the CONTRACTOR for the sum of five hundred dollars ($500.00) as liquidated damages for each working day of delay in the performance of any service required hereunder

SEC. 14. DISPUTE RESOLUTION
Sec. 14.1. Claims of $375,000 or Less
A. A claim by the CONTRACTOR for a time extension, for money damages for work, or a payment disputed by the CITY must be submitted to a resolution process in accordance with Public Contracts Code Sections 21040-21040.4. A summary of Sections 21040-21040.4 are as follows:

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(1) Informal negotiation between the CITY and CONTRACTOR. (2) Mediation with the CONTRACTOR.
(3) Court mandated Arbitration.
(4) Court trial. If the party requesting the court trial does not prevail, then that party must pay all court costs and attorney's fees.

Sec. 14.2 Public Contracts Code 9204 Claims
CONTRACTOR shall comply with the procedure set forth in Public Contracts Code section 9204 for any claim, as that term is defined therein, for one or more of the following: 1) a time extension, including, without limitation, for relief from damages or penalties for delay, 2) payment of money or damages arising from work done pursuant to this Agreement, and/or 3) payment of an amount disputed by the CITY under this Agreement. A summary of the provisions of Public Contracts Code Section 9204 is as follows:

1. CONTRACTOR must send a claim to the CITY for a time extension, payment for work not in the Agreement, or payments disputed by the CITY by registered mail or certified mail with return receipt requested.

2. CITY must respond within 45 days as to which claims are disputed and undisputed.

3. If claim remains in dispute, CONTRACTOR may request informal meet and confer meeting with CITY.

4. After meet and confer, an disputed claim remaining shall be submitted to non-binding mediation.

5. All undisputed claims shall be paid within 60 days.

SEC. 15. TERMINATION.

Sec. 15.1. Termination for Convenience.

The CITY may terminate this contract, in whole or in part, with 30 days written notice to the CONTRACTOR when it is in the CITY’s best interest. The CONTRACTOR shall be paid its costs, including contract close-out costs, and profit on work performed up to the time of termination. The CONTRACTOR shall promptly submit its termination claim to CITY to be paid the CONTRACTOR. If the CONTRACTOR has any property in its possession belonging to the CITY, the CONTRACTOR will account for the same, and dispose of it in the manner the CITY directs. The CONTRACTOR may terminate this contract, in whole, with 90 days written notice to the CITY.

Sec. 15.2 Termination for Default.

If at any time the CONTRACTOR is determined to be in material breach of the Contract, a Notice of Potential Breach of Contract shall be prepared by the CITY, and will be served upon the CONTRACTOR and its sureties. If the CONTRACTOR continues to neglect or refuses to comply with the Contract or with the Notice of Potential Breach of Contract to the satisfaction of the CITY within the time specified in such Notice, the CITY shall have the authority to terminate the Contract for this Project.

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Sec. 15.3 Waiver of Remedies for any Breach.

In the event that CITY elects to waive its remedies for any breach by CONTRACTOR of any covenant, term or condition of this Contract, such waiver by CITY shall not limit CITY’s remedies for any succeeding breach of that or of any other term, covenant, or condition of the Contract.

SEC. 16. CONTRACTOR'S FAILURE TO PROCURE COMPLETION OF PROJECT In the event CONTRACTOR fails to furnish tools, equipment, or labor in the necessary quantity or quality, or fails to prosecute the work or any part thereof contemplated by this Agreement in a diligent and workmanlike manner, and if the CONTRACTOR for a period of three (3) calendar days after receipt of written demand from CITY or its designated representative to do so, fails to furnish tools, equipment, or labor in the necessary quantity or quality, and to prosecute its work and all parts thereof in a diligent and workmanlike manner, or after commencing to do so within said three (3) calendar days, fails to continue to do so; then the CITY may exclude the CONTRACTOR from the premises, or any portion thereof, and take possession of said premises or any portion thereof, together with all material and equipment thereon, and may complete the work contemplated by this Agreement or any portion of said work, either by furnishing the tools, equipment, labor or material necessary, or by letting the unfinished portion of said work, or the portion taken over by the CITY to another contractor or by a combination of such methods. In any event, the procuring of the completion of said work, or the portion thereof taken over by the CITY, shall be a charge against the CONTRACTOR, and may be deducted from any money due or becoming due to CONTRACTOR from the CITY, or the CONTRACTOR shall pay the CITY the amount of said charge, or the portion thereof unsatisfied. The sureties, provided for under this Agreement shall become liable for payment should CONTRACTOR fail to pay in full any said cost incurred by the CITY.

SEC. 17. COMPLIANCE WITH APPLICABLE LAWS.

CONTRACTOR hereby promises and agrees to comply with all of the provisions of all applicable state and federal laws in connection with the performance of its obligations under this Contract.

SEC. 18. NOTICE OF COMPLETION.

Upon completion of the PROJECT and acceptance of same by the City Council, the CITY Administrator shall have cause to be recorded a Notice of Completion with the office of the Los Angeles County Recorder; and, after thirty -five (35) days from the date said Notice of Completion is recorded, the Director of Finance of CITY shall release the funds retained pursuant to SEC. 4 hereof; provided there have been no mechanics’ liens or stop notices filed against said work which have not been paid, withdrawn or eliminated as liens against said work.

SEC. 19. AUTHORITY.

Any person executing this Contract on behalf of the CONTRACTOR warrants and represents that he or she has the authority to execute this Contract on behalf of the CONTRACTOR and has the authority to bind the CONTRACTOR to the performance of its obligations hereunder.

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SEC. 20. ENTIRE CONTRACT.

This Contract, including the Contract Documents and any other documents incorporated herein by specific reference, represents the entire and integrated Contract between the CITY and the CONTRACTOR. This Contract supersedes all prior oral or written negotiations, representations or agreements. This Contract may not be modified or amended, nor any provision or breach waived, except in a writing signed by both parties that expressly refers to this Contract.

SEC. 21. ATTORNEY’S FEES AND COSTS.

If either party to this Contract is required to initiate or defend or made a party to any action or proceeding in any way connected with this Contract, the prevailing party in such action or proceeding, in addition to any other relief which may be granted, whether legal or equitable, shall be entitled to reasonable attorney's fees. Attorney's fees shall include attorney's fees on any appeal, and in addition a party entitled to attorney's fees shall be entitled to all other reasonable costs for investigating such action, taking depositions and discovery and all other necessary costs the court allows which are incurred in such litigation. All such fees shall be deemed to have accrued on commencement of such action and shall be enforceable whether or not such action is prosecuted to judgment.

SEC. 22. INDEPENDENT CONTRACTOR.

The CONTRACTOR is and shall at all times remain as to the CITY, a wholly independent contractor.

Neither the CITY, nor any of its officers, employees or agents shall have control over the conduct of the CONTRACTOR or any of the Contractors’ officers, employees or agents, except as herein set forth.

The CONTRACTOR shall not at any time or in any manner represent that it or any of its officers, employees or agents are in any manner officers, employees or agents of the CITY, nor shall CITY officers, employees or agents be deemed the officers, employees, or agents of CONTRACTOR as a result of this Contract.

SEC. 23. NOTICE.

Any notice, demand, request, document, consent, approval, or communication either party desires or is required to give to the other party or any other person shall be in writing and shall be deemed to be given when served personally or deposited in the U.S. Mail, prepaid, first -class mail, return receipt requested, addressed as follows:

To CITY: City of Montebello
Attention: City Engineer

To CONTRACTOR:

SEC. 24. PROHIBITION AGAINST ASSIGNMENT.

The experience, knowledge, capability and reputation of CONTRACTOR, its principals and employees were a substantial inducement for the CITY to enter into this Contract. Neither this Contract nor any

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interest herein may be transferred, assigned, conveyed, hypothecated or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of CITY. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent (25%) of the present ownership and/or control of CONTRACTOR, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Contract shall be void. No approved transfer shall release the CONTRACTOR or any surety of CONTRACTOR of any liability hereunder without the express consent of CITY.

SEC. 25. CUMULATIVE REMEDIES.

The provisions of this Contract are cumulative and in addition to and not in limitation of any rights or remedies available to CITY.

SEC. 26. COUNTERPARTS.

This Contract may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes.

IN WITNESS WHEREOF the parties hereto have caused this Contract to be executed on the date next to their respective officers duly authorized signatures in that behalf.

CITY OF MONTEBELLO CONTRACTOR
By: Mayor By:

Date:

ATTEST:

By:

Date:

City Clerk

APPROVED AS TO FORM

City Attorney

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EXHIBIT “A”

INSURANCE REQUIREMENTS

On or before beginning any of the work called for by any term of this Contract, CONTRACTOR, at its own cost and expense, shall carry, maintain for the duration of this Contract, and provide proof thereof that is acceptable to CITY of its procurement of the insurance specified below from insurers and under forms of insurance satisfactory in all respects to CITY. Such insurance shall not be in derogation of CONTRACTOR’s obligations to provide indemnity under this Contract.

1. Comprehensive General Liability and Automobile Liability Insurance Coverage.

CONTRACTOR shall carry and maintain Comprehensive General Liability and Automobile Liability Insurance which provides the following:

Minimum coverage: Bodily injury limits of $2,000,000 for each person and $2,000,000 for each occurrence; property damage limits of $2,000,000 for each occurrence, $5,000,000 aggregate.

Products/Completed Operations Hazard Insurance in an amount of not less than FIVE MILLION DOLLARS ($5,000,000);

A combined single limit policy with aggregate limits in an amount of not less than Five MILLION DOLLARS ($5,000,000) shall be considered equivalent to the said required minimum limits set forth herein above.

If a Commercial General Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this Contract or the general aggregate limit shall be at least twice the required occurrence limit.

Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from activities contemplated under this Contract, including the use of owned and non -owned real property and automobiles. Insurance coverage shall not be subject to any type of pollution exclusion or owned property exclusions.

2. Automobile Liability.

CONTRACTOR shall carry and maintain Automobile Liability Insurance which provides a minimum coverage of at least $5,000,000 per accident for bodily injury and property damage.

3. Worker's Compensation.

CONTRACTOR shall carry and maintain worker’s compensation in the amount of $1,000,000 as required by the California Labor Code for all persons employed directly or indirectly in connection with this Contract by CONTRACTOR. To the extent that CONTRACTOR utilizes any subcontractor for the performance of any part of the work under this Contract, CONTRACTOR shall require and assure that such subcontractor also carry and maintain worker’s compensation as required by the California Labor Code for all persons directly or indirectly in connection with this Contract.

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4. Additional Insureds.

The CITY, its officers, agents and employees must be named as additional insureds or as additional loss payees in all insurance policies required by this Contract. An endorsement to this effect shall be delivered to CITY prior to the commencement of any work. Satisfaction of any deductible requirement shall be the responsibility of CONTRACTOR. Such insurance shall be primary and noncontributory with any other insurance maintained by the CITY.

5. Notice of Cancellation.

CONTRACTOR agrees to oblige its insurance agent or broker and insures to provide CITY with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.

6. Severability Clause.

Each of the policies of insurance shall contain a clause substantially as follows:

The insurance afforded by this policy applies separately to each insured against whom a claim or suit is made or suit is brought, except with respect to the limit of the insurer's liability.

7. Qualifications of Insurer.

All policies of insurance shall be issued by an insurance company acceptable to CITY and authorized to issue said policy in the State of California.

8. Approval of Insurer.

The insurance carrier providing the insurance shall be chosen by CONTRACTOR subject to approval by CITY, provided that such approval shall not be unreasonably withheld.

9. Payment of Premiums.

All premiums on insurance policies shall be paid by CONTRACTOR making payment, when due, directly to the insurance carrier, or in a manner agreed to by CITY.

10. Evidence of Insurance and Claims.

CONTRACTOR shall provide certificates of insurance to CITY as evidence of insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. The CITY’s Risk Manager must approve insurance certificates and endorsements prior to commencement of performance. Current certification of insurance shall be kept on file with the CITY at all times during the term of this Contract. The CITY reserves the right to require complete, certified copies of all required insurance policies, at any time.

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(Use of City Bond Form is required)

EXHIBIT “B”
Faithful Performance Bond

FAITHFUL PERFORMANCE BOND

PUBLIC WORK (CALIFORNIA)

KNOW ALL MEN BY THESE PRESENTS:

WHEREAS, the Principal and the City of Montebello (“Obligee”) have entered into a written contract, hereinafter called the Contract, a copy of which is or may be attached hereto, dated the day of , referred to and made a part hereof for
and all

appurtenant work in accordance with Project No. , which agreement requires the Principal to provide Obligee with this bond.

NOW THEREFORE, we, , as Principal, and
, a corporation organized under the laws of
, and duly authorized to transact business in the State of California, as Surety, are held firmly bound unto the City of , as Obligee, in the sum of Dollars
($ ), lawful money of the United States of America, for the payment whereof well and truly to be made the Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

The address at which the Surety may be served with notices, papers and other documents is:

The address at which the Principal may be served with notices, papers and other documents is:

The condition of the foregoing obligation is such that if the Principal, his or its heirs, executors, administrators, successors or assigns, and each of his or its subcontractors shall well and truly perform and fulfill all the undertakings, covenants, terms, conditions, and agreements of said contract, and during the life of any guaranty required under the contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions, and agreements of any and all duly authorized modifications of said contract that may hereafter be made, then this obligation shall be void; otherwise it shall be and remain in full force and effect.

As part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the obligee in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the agreement or to the work to be performed thereunder or the specifications accompanying the same

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shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or to the work or to the specifications.

This document is signed by the respective parties on the dates next to their names.

Principal
By: Date:

Title:

Surety

By: Date:

Title:

I declare under penalty of perjury under the laws of the State of California that the contents of the above Faithful Performance Bond are true and correc t, and that I have been duly authorized to sign this Faithful Performance Bond on behalf of Surety. This Declaration is signed on , in the City of , State of California.
--OR--

State of California )
)
County of )

On before me, (here insert name and title of the officer), personally appeared ,
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature (Seal)
-- AND –

(Proof of signature authorization or power of attorney must be attached) APPROVED AS TO FORM:

City Attorney
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document

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D-43
EXHIBIT “C”
Labor and Materials Payment Bond

(Use of City Bond Form is Required)

LABOR AND MATERIAL PAYMENT BOND

PUBLIC WORK (CALIFORNIA)

KNOW ALL MEN BY THESE PRESENTS:

WHEREAS, , as Principal, has entered into a
contract dated , , (the "Contract") with the City of MONTEBELLO (Obligee) referred to and made a part hereof to perform the following work of public improvement, to wit:

and all appurtenant work in
accordance with the plans and specifications for Project No. , which requires Principal to file this bond to secure claims made under Civil Code Sections 9550-9554..

and
NOW THEREFORE, we, , as Principal,
, a corporation organized under the laws of
and duly authorized to transact business in the State of California, as Surety, are held firmly bound unto the City of , as Obligee, and all subcontractors, laborers, material persons and other persons employed in the performance of the referenced agreement, in the sum of
Dollars ($ ), lawful money of the United States of America, which is 100% of the amount of the Contract, for the payment whereof well and truly to be made the Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

The address at which the Surety may be served with notices, papers and other documents is:

The address at which the Principal may be served with notices, papers and other documents is:

If the above bounden Principal, his or its heirs, executors, administrators, successors, assigns, or any of his or its subcontractors, fails to pay for any materials, provisions, provender, or other supplies, or teams, implements or machinery, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor to persons named in Section 9100 of the Civil Code, or for amounts due under the Unemployment Insurance Code with respect to such work or labor performed under the Contract, or for any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the contractor and subcontractors pursuant to Section 13020

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of the Unemployment Insurance Code, then the Surety on this bond will pay the same, in an amount not exceeding the sum specified in this bond, and also, in case suit is brought upon this bond, a reasonable attorney's fee, which shall be awarded by the court to the prevailing party in said suit, said attorney's fee to be taxed as costs in said suit and to be included in the judgment herein rendered.

As part of the obligation secured hereby, the Surety shall not be exonerated or released from the obligation of the bond by any change, alteration, or modification in or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement or pertaining or relating to the furnishing of labor, materials, or equipment therefor, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme of work of improvement, nor by any rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement, or under the bond, nor, where the bond is given for the benefit of claimants, by any fraud practiced by any person other than the claimant seeking to recover on the bond.

This bond shall inure to the benefit of any and all persons, companies and corporations named in Civil Code Section 9100 so as to give them a right of action in a suit on this bond.

This bond is executed for the purpose of complying with the laws of the State of California designated as Title 3, Chapter 5, Payment Bond, commencing with Section 9550 of the Civil Code of the State of California and all amendments thereto, and shall inure to the benefit of any of the persons named in Section 9100 of the Civil Code of the State of California.

This document is signed by the respective parties on the dates next to their names.

Principal

By: Date:

Title:

Surety
By: Date:

Title:

I declare under penalty of perjury under the laws of the State of California that the contents of the above Labor and Materials Payment Bond are true and correct, and that I have been duly authorized to sign this Labor and Materials Payment Bond on behalf of Surety. This Declaration is signed on , in the City of , State of California.

--OR--

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State of California )
)
County of )

On before me, (here insert name and title of the
officer), personally appeared ,
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature (Seal)

-- AND –
(Proof of signature authorization or power of attorney must be attached) APPROVED AS TO FORM:

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SPECIAL PROVISIONS
FOR

FIRE STATION 56 RENOVATION AT 1166 S. GREENWOOD AVENUE

C.P. No. 923

IN THE CITY OF MONTEBELLO

TABLE OF CONTENTS
PART 1 GENERAL PROVISIONS
(NOTE: SECTION NUMBERS CORRESPOND TO THE STANDARD SPECIFICATIONS 2021

EDITION)

SECTION PAGE

1. GENERAL GP-3

2. SCOPE OF THE WORK GP-11

3. CONTROL OF THE WORK GP-13

4. CONTROL OF MATERIALS GP-17

5. LEGAL RELATIONS AND RESPONSIBILITIES GP-18

6. PROSECUTION AND PROGRESS OF THE WORK GP-23

7. MEASUREMENT AND PAYMENT GP-24

8. FACILITIES FOR AGENCY PERSONNEL GP-32

9. CITY STANDARDS, STANDARD PLANS & DRAWINGS GP-32

10. PART 4
400

CLAIMS AND PROTEST

EXISTING IMPROVEMENTS

PROTECTION AND RESTORATION
GP-32

GP-35

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SPECIAL PROVISIONS
FOR

FIRE STATION 56 RENOVATION AT 1166 S. GREENWOOD AVENUE

C.P. No. 923

IN THE CITY OF MONTEBELLO
Except as otherwise provided in the Plans, Special Provisions, Special Specifications, or as modified herein, the work embraced herein shall be done in accordance with the appropriate provisions of the Standard Specifications for Public Works Construction, “Green Book”, 2021Edition, which are hereinafter referred to as the Standard Specifications. Work shall also be done in accordance with the California Building Standards Code (California Code of Regulations, Title 24) and Montebello Municipal Code.

The intention of the contract documents is to include all plant labor, services, materials, tools, equipment, supplies, transportation, utilities, and all other items and facilities necessary therefore, as provided in the contract documents for the proper execution and completion of the work on the project in strict accordance with the plans and specifications.

The Standard Specifications and Standard Plans of the AGENCY are contained in the 2021 Edition, and applicable amendments to, of the Standard Specifications for Public Works Construction (SSPWC) and Standard Plans for Public Works Construction (SPPWC). Copies of these Standard Specifications and Plans are available from the publisher, Building News, Incorporated, 1612 South Clementine Street, Anaheim, CA 92802, telephone (714) 517-0970. The Building Code can of the AGENCY are contained in the 2019 Edition, and applicable amendments to, of the California Building Standards Code (California Code of Regulations, Title 24).

The AGENCY also uses the Standard Specifications and plans of the State of California Department of Transportation (Caltrans) which Standard Specifications and Plans are available from Caltrans District 7, Los Angeles or Caltrans Office in Sacramento.

The Standard Specifications set forth above will control the general provisions, construction materials, and construction methods for this contract except as amended by the Plans, Special Provisions, or other contract documents. The following Special Provisions are supplementary and in addition to the provisions of the Standard Specifications unless otherwise noted and the section numbers of the Special Provisions co incide with those of the said Standard Specifications. Only those sections requiring elaboration, amendment, specifying of options, or additions are called out.

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PART 1 – GENERAL PROVISIONS

SECTION 1 – GENERAL

1-2 TERMS AND DEFINITIONS.

In addition to the terms and definitions of subsection 1-2, wheneverin the contract documents the following terms are used, they shall be understood to mean and refer to the following:

ALLOWABLE COSTS means those costs not covered by agreed unit prices, which are to be used in calculating adjustments to the Contract Sum.

ALLOWABLE MARKUPS means the percentage of markups for Work not covered by agree unit prices, which are to be used in calculating adjustments to the Contract Sum.

APPLICABLE LAWS means all applicable federal, state and municipal laws (legal and equitable), statutes, building codes, ordinances, regulations and lawful orders (including, without limitation, the City acting in its regulatory capacity) having jurisdiction over the Project, Work, Site, City, or Contractor (including, without limitation, Environmental Laws) and all ordinances, rules and regulations enacted by City. In the event of a conflict between or among Applicable Laws governing Contractor’s performance of the Work, the more stringent shall apply.

APPLICATION FOR PAYMENT means Contractor’s certified application for payment for Work in accordance with the Contract Documents.

ARCHITECT means the individual or firm under contract with City primarily responsible to provide design, engineering and related construction administration for the Project.

AGENCY: City of Montebello
BOARD: City Council of the City of Montebello

COUNTY: County of Los Angeles

FEDERAL: United State of America

BIDDING DOCUMENTS means the following collection of documents prepared and issued for the purpose of soliciting Bids for the Work: (1) Invitation to Submit Bids, (2) Instructions to Bidders, (3) Bid Forms, (4) Construction Contract, (5) Special Provisions, (6) Drawings and Schedules, (7) Details, (8) Addenda(s), and (9) those documents, or those portions or provisions of documents that, although not listed among the documents described in Clauses (1) through (8) hereinabove, are expressly cross-referenced therein or attached thereto.

CERTIFICATE FOR PAYMENT means the statement from the Engineer certifying both the undisputed amount of money due to Contractor and the amount of money, if any, that are disputed upon an Application for Payment.

CHANGE means a modification, change, addition, substitution or deletion in the Work or in Contractor’s means, methods, manner, time or sequence of performing the Work arising from any

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cause or circumstances, including, without limitation, either directly at the request of City or constructively by reason of other circumstances. Use of the term “Change,” in any context, in the Contract Documents shall not be interpreted as implying that Contractor is entitled to an adjustment increasing the Contract Sum or extending the Contract Time on any basis other than for Compensable Change or Compensable Delay.

CHANGE ORDER means a written instrument, signed by City and Contractor in accordance with the requirements of the General Conditions, designating any work that is a change of scope requiring additional expenditure of materials and labor and/or requiring additional time to complete. Its purpose is to establish the terms of City and Contractor’s mutual agreement to an adjustment of the Contract Sum or Contract Time on account of Compensable Change, Deleted Work, Compensable Delay or Excusable Delay.

CHANGE ORDER REQUEST means Contractor’s written request for an adjustment in the Contract Sum and/or Contract Time due to a Compensable Change, Compensable Delay or Deleted Work.

CITY means the City of Montebello, a municipal corporation organized under the laws of the State of California, acting through the City Council or other representatives duly authorized by the City Council to act on City’s behalf.

CITY CONSULTANT means the designated Consultant, other than the Architect, engaged by City (or engaged as a subconsultant to the Architect or Consultant) to provide professional advicewith respect to the design, construction or management of the Project.

CITY COUNCIL means the City Council of the City of Montebello.

CLAIM means a written demand or assertion by City or Contractor seeking, as a matter of right, an interpretation of contract, payment of money, recovery of damages or other relief. A CLAIM does not include the following: (1) a tort claims for personal injury or death, (2) stop notice claims, (3) the right of City to specific performance or injunctive relief to compel performance, or (4) any rights remedies, administrative action, and/or penalties that the City has under applicable law.

CLOSE-OUT DOCUMENTS means the warranties, guarantees, maintenance and operations manuals that, along with electronic versions, are required to be delivered by Contractor to the City upon Final Completion of the Project Work.

COMPENSABLE CHANGE means Extra Work: (1) that is the result of (a) Differing Site Conditions, or (b) revisions in Applicable Laws enacted after the execution of the Construction Contract by City and Contractor, (c) a Change requested in a writing signed by the Engineer, or (d) other circumstances involving a Change in the Work or which Contractor is given under the Contract Documents a specific and express right to adjustment of the Contract sum; and (2) that is not caused, in whole or part, by the negligence or willful misconduct of Contractor or a Subcontractor of any Tier or a failure to comply with Contractor’s obligations under the Contract Documents; and (3) for which an adjustment to the Contract Sum is not prohibited by nor waived under the terms of the Contract Documents; and (4) that if performed would require Contractor to incur additional and unforeseeable Allowable Costs that would not have been required to be incurred in the absence of such Extra Work.

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COMPENSABLE DELAY means a Delay to the critical path of activities affecting Contractor’s ability to achieve Final Completion of the Project Work within the Contract Time, not caused, in whole or in part, by the negligence or willful misconduct of Contractor or a Subcontractor or any Tier or a failure to comply with Contractor’s obligations under the Contract Documents, and that is caused solely by any of the following: (1) a Compensable Change, (2) the active negligence of City, Engineer, Architect, City Consultant or a Separate Contractor, or (3) other circumstances involving Delay for which Contractor is given under the Contract Documents a specific and express right to both an adjustment of the Contract Sum and/or Contract Time.

COMPLETION PUNCH LIST means the list of items of Work to be completed or corrected by Contractor for Final Completion of the Project Work.

CONSEQUENTIAL DAMAGES means damages incurred by either City or Contractor for loss of use, loss of profit or income, loss of revenue, lost opportunity, additional or unabsorbed overhead, loss of management or services, loss of productivity, loss of financing or funding, loss of business reputation, loss of bonding and all similar indirect, economic damages that are caused as a result of either Delay or that result from a termination or suspension (for default or convenience) of all or any portion of the Construction Contract or the Work. Consequential Damages do not include direct or indirect damage or injury to persons or tangible property, including without limitation, the repair or replacement of tangible property damaged or lost.

CONSTRUCTION CONTRACT means the written contract contained in the BiddingDocuments and executed between City and Contractor for the Work.

CONTRACT DOCUMENTS means the following collection of documents governing Contractor’s performance of the Work: (1) the Bidding Documents, (2) the Construction Contract between City and Contractor, other terms, conditions and requirements applicable to the performance of the Construction Contract and Work (including General Provisions, any supplemental and Special Provisions and the General Requirements), Drawings, Specifications, Addenda issued prior to execution of the Construction Contract and other documents listed in the Construction Contract and Modifications issued after execution of the Construction Contract, (3) a Change Order signed by both City and Contractor and/or such others, if any, as required by the General Conditions, (4) a Unilateral Change Order signed by City and/or others, if any, as required by the General Conditions, (5) a Field Order signed by City and/or others, if any, as required by the General Conditions, (6) a written order for a Minor Change in the Work issued by the Engineer, and (7) the Declaration of Sufficiency of Funds completed and signed by Contractor.

CONTRACT SUM means the total amount of compensation stated in the Construction Contract, including adjustments authorized by Change Orders or Unilateral Change Orders, that is payable to Contractor for the performance of the Work in accordance with the Contract Documents.

CONTRACT TIME means the total number of working days set forth in the Construction Contract within which Contractor is obligated to submit Materials Confirmations and achieve Completion and Final Completion of the Project Work and/or Project Work, as adjusted for extensions of time permitted under the terms of the Contract Documents and approved by City.

CONTRACTOR means the person or entity under contract with City pursuant to the Construction Contract to serve as the general contractor for construction of the Work.

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DAY, whether capitalized or not, and unless otherwise specifically provided, means Monday, Tuesday, Wednesday, Thursday, Friday, and does not include weekends or City recognized legal holidays.

DEFECTIVE WORK means Work by Contractor or a Subcontractor that is unsatisfactory, faulty, omitted, incomplete, deficient or does not conform to Applicable laws, the Contract Documents or the requirements of any inspection, reference standard, test, code or approval specified in the Contract Documents.

DELAY, whether capitalized or not, means any circumstances involving delay, disruption, hindrance or interference in the performance of the Work.

DELETED WORK means work that is eliminated due to a Change requested by City.

DESIGN DOCUMENTS means all plans, drawings, tracings, specifications, programs, reports, calculations, models, presentation materials and other materials or documents containing designs, specifications or engineering information prepared by the Architect, City Consultants, Contractor, Separate Contractors or Subcontractors including, without limitation, computer aided design materials, electronic data files and paper copies. The term “Design Documents” includes, without limitation, all building and other designs depicted therein, as well as the written documents themselves.

DIFFERING SITE CONDITION means an unforeseen condition at a Site or in Existing improvements at a Site. Specifically they are those conditions, located at a Site or in Existing Improvements, not otherwise ascertainable by Contractor through the exercise of thorough care and diligence in its inspection of the Sites and Bidding Documents, that constitute: (1) hazardous materials that constitute hazardous waste, as defined in California Health and Safety Code Section 25117, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of Applicable Laws; or (2) subsurface or concealed conditions at the Sites or concealed conditions in Existing Improvements which differ materially from those indicated by the Contract Documents or other information available to Contractor prior to submission of the Bid; or (3) unknown physical conditions at the Sites or concealed conditions in Existing improvements of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the Work of the character provided for in the Contract Documents.

DISCOVERY DATE, used in reference to Contractor’s obligation to give written notice of certain facts, conditions or circumstances, means the earlier of the dates the Contractor either: (1) discovered such facts, conditions or circumstances, or (2) should have discovered such facts, conditions or circumstances in the exercise of reasonable care practiced by the general contractors performing public works construction projects in the Southern California area.

DRAWINGS means the graphic and pictorial portions of the Contract Documents prepared by the Architect or a City Consultant showing the design, location and dimensions of the Work, including plans, elevations, details, schedules and diagrams. The term “Drawings” is used interchangeably with “Plans.”

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ENGINEER means the City Engineer or the Public Works Director for City of Montebello acting either directly or through properly authorized agents, acting within the scope of the particular duties entrusted to them.

EXCUSABLE DELAY means a Delay, other than a Compensable Delay, to Contractor’s ability to perform within the Contract Time that is (1) not caused, in whole or in part, by the negligence or willful misconduct of Contractor or a Subcontractor of any Tier or a failure to comply with the obligations of Contractor under the Contract Documents; and (2) is unforeseeable, unavoidable and beyond the control of Contractor and the Subcontractor, of any Tier; and (3) the result of a Force Majeure Event. Without limitation to the foregoing, neither the bankruptcy, insolvency nor financial inability of Contractor or any Subcontractor, nor any failure by a Subcontractor to perform any obligation imposed by contract or Applicable Laws, shall constitute grounds for Excusable Delay.

EXTRA WORK means Work (other than Work that is either a logical evolution of the Consultant’s detailing, refinement and clarification of the Drawings and Specifications that are part of the Contract Documents or that is reasonably inferable as necessary to satisfy the design intent for a completed and fully operational system, facility or structure) that is not indicated by the Contract Documents, the performance of which requires the expenditure by Contractor of additional and unforeseen Allowable Costs. Reference to Extra Work shall not be interpreted to mean or imply that Contractor is entitled to an adjustment to the Contract Sum or Contract Time unless such Extra Work constitutes a Compensable Change.

FIELD ORDER means a written directive signed by the City and Contractor that: (1) directs the performance of a Minor Change, (2) directs performance of Work or a Change with respect to which there exists a dispute or question regarding adjustment of the Contract Sum or Contract Time, or (3) establishes a mutually agreed basis for compensation to Contractor for a Compensable Change or Deleted Work under circumstances where performance needs to proceed in advance of the Contractor having completed its substantiation and evaluation of the impact thereof on the Contract Sum or Contract Time.

FINAL COMPLETION, FINALLY COMPLETE means (1) with respect to Project Work, the point at which the following conditions have occurred with respect to such Work: (a) the entirety of such Work is fully completed, including all minor corrective, or “punch list,” items, (b) a permanent and unconditional waiver for the entirety of such Work has been delivered to City, (c) all documents required to be submitted, including without limitation, warranties, guaranties and other Close -Out Documents, (d) such Work and the related portions of the Site have been thoroughly cleared of all construction debris and cleaned in accordance with the requirements of the Contract Documents, including, but not necessarily limited to where applicable, the following:
removal of temporary protections; removal of marks, stains, fingerprints and other soil and dirt from painted, decorated and natural -finished woodwork; removal of spots, plaster, soil and paint from ceramic tile, marble and other finished materials; all surfaces, fixtures, cabinet work and equipment are wiped in accordance with recommendations of the manufacturer; and all stone, tile and resilient floors are cleaned thoroughly in accordance with manufactures recommendations and buff dried by machine to bring the surfaces to sheen, and (d) all conditions set forth in the Contract Documents for completion of such Work have been, and continue to be, fully satisfied; and (2) with respect to the Project Work, the point at which: (a) all of the conditions set forth in Clause (1) of the Paragraph have occurred for each and every Home comprising the Project; and (b) all

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contractors and subcontractors have been paid and there are no outstanding stop orders claims or claims of any kind that may delay the payment by the City of its ten-percent self-retention monies.

FORCE MAJEURE EVENT means, and is restricted to, any of the following: (1) Acts of God, (2) terrorism or other acts of public enemy, (3) acts or omissions of Governmental Authorities beyond the reasonable foreseeability and control of Contractor, (4) epidemics or quarantine restrictions, (5) st rikes, other than those resulting from a violation by Contractor or a Subcontractor of Applicable Laws or applicable collective bargaining agreements, resulting in the unavailability of workers or replacement workers, (6) acts or omissions of the Homeowner that Delay access to a Home or performance of the Work, or (7) unusual shortages in materials that are supported by documented proof that (a) Contractor made every effort to obtain such materials from all available sources located within a reasonable distance of the Site where those materials are to be used in performing the Work, (b) such shortage is due to the fact that such materials are not physically available or could not have been obtained only at exorbitant prices entirely inconsistent with current rates taking into account the quantities involved and the usual industry practices in obtaining such quantities, and (c) such shortages and the difficulties in obtaining alternate sources of materials could not have been known or anticipated at the timed the Construction Contract was entered into.

GENERAL CONDITIONS means the herein set forth general terms and conditions.

HAZARDOUS SUBSTANCE means: (1) any chemical, material or other substance defined as or included within the definition of “hazardous substances,” “hazardous wastes”, “extremely hazardous substances,” “toxic substances”, “toxic material”, “restricted hazardous waste”, “special waste”, “contamination”, or words of similar import under any Environmental Law, including without limitation, the following: petroleum (including crude oil or any fraction thereof), asbestos, asbestos-containing materials, polychlorinated biphenyls (“PCB:”) and PCB-containing materials, whether or not occurring naturally; (2) lead paint, or (3) any substance that because of its quantity, concentration or physical or chemical characteristics poses a significant present or potential hazard to human health and safety or to the environment, and which has been determined by any Governmental Authority to be a hazardous waste or hazardous substance.

INSPECTOR OF RECORD means the Inspector responsible, among others, for conducting inspections of Project Work.

LABORATORY means the designated laboratory authorized by the Engineer to test materials and work involved in the contract.

LOSS, LOSSES mean any and all economic and non -economic injuries, losses, costs, liabilities, claims, damages, actions, judgments, settlements, expenses, fines and penalties. “Losses” do not include attorney’s fees or court costs, whether arising as an expense or cost or legal proceeding to which Contractor is a party or as a consequential damage claimed against Contractor by any third person.

MINOR CHANGE means a Change in the Work that does not involve either performance of Extra Work or an adjustment to the Contract Sum or Contract.

MODIFICATION means a written agreement of City and Contractor that amends, adds to or revises the provisions of the Construction Contract or other Contract Documents.

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NOTICE OF COMPLETION means the written notice by Engineer confirming the date that the Project Work is Finally Completed.

NOTICE TO PROCEED means the written notice issued by City to Contractor to begin the Project Work.

PLANS means the graphic and pictorial portions of the Contract Documents prepared by the Architect or a City Consultant showing the design, location and dimensions of the Work, including plans, elevations, details, schedules and diagrams. The term “Plans” is used interchangeably with “Drawings.”

PROGRESS PAYMENTS means a monthly payment of a portion of the Contract Sum based on Contractor’s progress in the performance of the Work.

PROJECT COMPLETION DATE means the point at which the Project Work is: (1) sufficiently and entirely complete in accordance with Contract Documents so that such Work can be utilized for its intended purpose, (2) receipt by City of all permits and certificates by Governmental Authorities, if any, required to occupy and use such Work, and (3) all systems included in the Work are operational as specified, all designated or required inspections and certifications by Governmental Authorities have been made and posted and has been completed.

PROJECT OR PROJECT WORK means the totality of the Work to be performed by Contractor under the terms of the Contract Documents covered by the Project Contract.

REQUEST FOR EXTENSION means a formal written request required to be submitted by Contractor setting forth the justification and support for Contractor’s request for adjustment in the Contract Time due to an Excusable Delay or Compensable Delay.

REQUEST FOR INFORMATION means a written request by Contractor for clarification of what it perceives to be discrepancies in the Contract Documents, including, without limitation, information in the Contract Documents constituting errors, omissions, conflicts, ambiguities, lack of coordination, noncompliance with Applicable Laws or variances between the information in the Contract Documents and field conditions.

SPECIFICATIONS mean the portion of the Bidding Documents consisting of the written requirements for materials, equipment, standards and workmanship for the Work and performance of related services.

SPECIAL DAYS means the local holiday shopping season from the second Friday of December through Christmas Day.

SUBCONTRACTOR means a person or entity that has a contract to perform a portion of the Work, including without limitation, subcontractors, sub-subcontractors, suppliers and vendors, of any and every Tier.

SURETY means Contractor’s surety issuing the Bid, Performance and/or Labor and Material Bonds.

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TIER means the contractual level of a Subcontractor with respect to Contractor. For example, a “first-tier” Subcontractor is under contract with Contractor. A sub -subcontractor under contract with a first-tier Subcontractor is in the “second tier,” and so on. Use of the phrase “of every tier”, or similar phraseology, in the Contract Documents shall not be interpreted as implying that other provisions of the Contract Documents, where such phases are not used, are intended to be limited application to only the first Tier or to only certain Tiers of Subcontractors.

UNEXCUSED DELAY means any Delay that is not a Compensable Delay or Excusable Delay, including, without limitation, the following: (1) Delay caused by Contractor’s failure to comply with the Contractor’s Documents, (2) Delay for which Contractor has failed to provide timely and complete Request for Extension, or (3) Delay associated with any circumstances where costs or risk associated with such circumstances are designated in the Contract Documents as being at Contractor’s risk or Contractor’s Own Expense.

UNILATERAL CHANGE ORDER means a writing signed by City in accordance with the General Conditions, in which City unilaterally sets forth its determination of the amount of adjustments to the Contract Sum or Contract Time due to a Compensable Change, Compensable Delay or Deleted Work.

WORK means the labor, materials, equipment, services, permits, licenses and taxes and all other things necessary for Contractor to perform its obligations under the Contract Documents, including, without limitation, any Changes requested by City.

WORKING DAY means Mondays, Tuesdays, Wednesdays, Thursdays and Fridays. It does not include Saturdays, Sundays, or Holidays recognized by the City of Montebello.

Other terms appearing in the Standard Specifications shall have the intent and meaning specified therein.
1-7 AWARD AND EXECUTION OF THE CONTRACT.

1-7.1 General.

Subsection 1-7.1 of the Standard Specifications is hereby replaced with the following:

Within ten working days after the date of the AGENCY’s notice of award, the Contractor shall execute and return the following contract documents to the AGENCY:
• Contract Agreement
• Faithful Performance Bond
• Material and Labor Bond
• Public Liability and Property Damage Insurance Certificate • Worker’s Compensation Insurance Certificate
• Project Schedule

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Failure to comply with these requirements will constitute non -responsiveness on the part of the Contractor and will result in annulment of the award by the Agency and forfeiture of the Proposal Guarantee by the Contractor.

The Contract Agreement shall not be considered binding upon the AGENCY until executed by the authorized AGENCY official.

A corporation to which an award is made may be required, before the Contract Agreement is executed by the AGENCY, to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California, and of the authority of its officers to sign contracts and bonds for the corporation.

1-7.2 CONTRACT BONDS.

The second sentence of the fourth paragraph of Subsection 1-7.2 of the Standard Specifications is hereby deleted and replaced with the following: The Faithful Performance Bond (Warranty Bond) shall remain in force until one (1) year of recordation of the Notice of Completion. The Material and Labor Bond shall remain in force until thirty -five days after the date of recordation of the Notice of Completion.

The second and third sentences of the third paragraph of Subsection 1 -7.2 of the Standard Specifications are hereby deleted and replaced with the following: The “Payment Bond” (Material and Labor Bond) shall be for not less than 100 percent of the contract price, to satisfy claims of material suppliers and of mechanics and laborers employed by it on the work. The Payment Bond shall remain in effect until thirty -five days after the date of recordation of the Notice of Completion.

SECTION 2 – SCOPE OF THE WORK
2-1 WORK TO BE DONE.

The Contractor shall provide all materials, labor, tools, plant, supplies, equipment, transportation, superintendence, temporary construction of every nature, and all other services and facilities necessary to complete the construction of the Fire Station 56, including all incidental work described in the contract documents. The scope of work includes but is not limited to the following:
renovation of existing restroom and shower rooms w/ new finishes & plumbing fixtures, renovation of existing laundry room, janitor room, storage rooms, dorm rooms, wellness room, renovation of existing kitchen & dining room, office rooms and living rooms. For a more detailed scope of work please refer to “Summary of Work” in Appendix ‘A’.

2-2 PERMITS.

The text of Subsection 2-2 of the Standard Specifications is hereby deleted and replaced with the following:

Prior to the start of any work, the Contractor shall take out the applicable City permits and make arrangements for City inspections. The City will issue the permits at no charge to the Contractor.

The Contractor and all subcontractors shall each obtain a City business license, and shall be

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licensed in accordance with the State Business and Professions Code. The Contractor shall also obtain any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or entity.

The Contractor shall pay all costs incurred by the permit requirements.

Wherever the property of the Federal Government, the State of California, the County of Los Angeles, the City of Montebello, any local utilities, or of any other agency affected by the work included in this contract, the Contractor shall bear the cost of all permits and inspection lawfully exacted by said Government, State, County, City, District, Department, or other agency during the time of performing the work affecting said property; also, the Contractor shall bear all cost of traffic regulation and traffic control devices lawfully exacted by said State, County, City, or other agency during the time of performing the work affecting said property.

Where required under the terms of the permits, the Contractor shall obtain liability insurance acceptable to and in an amount required by the public agency having jurisdiction. The policy shall insure said agency against all claims arising out of or in connection with the work to be performed and shall remain in full force and effect until the work is accepted by the City. The Contractor shall furnish to each such agency a certificate of protective liability insurance showing the protection afforded and the amount thereof.

Neither the terms hereof nor anything shown on the drawings in connection with rights -of-way provided by the City shall be construed to entitle the Contractor to conduct operations in said rights-of-way in violation of existing regulations restricting interference with watercourses and drainage channels. The Contractor shall take adequate precautions against obstructing storm water flow in any affected watercourse or channel, and shall not deposit excavated materials in anyarea where they might interfere with or be subject to erosion from such flow. 2-5 THE CONTRACTOR’S EQUIPMENT AND FACILITIES.

The following is hereby added to this subsection of the Standard Specifications:

2-5.5 A noise level limit of 86 dba at the distance of fifty feet shall apply to all construction equipment on or related to the job whether owned by the Contractor or not. The use of excessively loud warning signals shall be avoided except in those cases required for the protection of personnel.

2-5.6 All noise producing project equipment and vehicles using internal combustion engines shall be equipped with mufflers, and air inlet silencers where appropriate, in good operating condition that meet or exceed original factory specifications. Mobile or fixed “package” equipment (e.g. arc- welders, air compressors) shall be equipped with shrouds and noise control features that are readily available for that type of equipment.

2-5.7 All mobile or fixed noise producing equipment used on the project, which is regulated for noise output by a local, state, or federal agency, shall comply with such regulation while in the course of project activity.

2-5.8 Electrically powered equipment instead of pneumatic or internal combustion powered equipment shall be used, where feasible.

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2-5.9 Material stockpiles and mobile equipment staging, parking, and maintenance areas shall be located as far as practical from residences.

2-5.10 The hours of conventional construction activities shall be restricted to the periods and days permitted by the local noise or other applicable ordinance. In accordance with the City of Montebello Noise Ordinance, these activities include (but are not limited to) construction, noisy maintenance activities, all spoils and material transport, demolition, and grading and are prohibited between the hours of 4:00 p.m. and 8:00 a.m. on weekdays (Monday through Friday), Saturday and Sundays, and legal holidays, except in cases of emergency as determined and approved in writing by the City Engineer.

2-5.11 The use of noise producing signals, including horns, whistles, alarms, and bells shall be for safety warning purposes only.

2-5.12 No project related public address, paging, two-way radio, or music system shall beaudible at any adjacent residence.

2-5.13 The on-site construction supervisor shall have the responsibility and authority to receive and resolve noise complaints. An appeal process to the City shall be established prior to construction commencement that will allow for resolution of noise problems that cannot be immediately solved by the site supervisor.

2-5.14 The Contractor shall develop a project noise control plan, which shall be approved and implemented prior to commencement of any construction activity. 2-5.15 Noise control features and plans shall be reviewed and approved by a noise control engineering professional.

2-5.16 Contract incentives may be offered to the construction contractor to minimize or eliminate noise complaints resulting from project activities.

2-5.17 The erection of temporary sound wall barriers shall be considered where project activity is unavoidably close to residences.

2-5.18 Caltrans Standard Specifications (Sections 7 and 42) and Standard Special Provisions (that provide limits on construction noise levels) shall be applied and enforced by the City on the project Contractor.

2-5.19 Arrange noisiest operations together in the construction program to avoid continuing periods of annoyance.

2-5.20 If practical, implement project noise abatement features prior to construction.

SECTION 3 – CONTROL OF THE WORK

3-2 SELF-PERFORMANCE.

The whole paragraph of Subsection 3-2 of the Standard Specifications is hereby deleted and replaced with the following:

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The Contractor shall perform or provide, with its own organization, contract labor, materials, and equipment amounting to at least 50 percent of the Contract Price. The contract labor performed or provided by the Contractor shall amount to at least 25 percent of the total contract labor for the Contract. Contract labor shall exclude the Contractor’s superintendent. Any designated “Specialty Items” may be performed by subcontract and the amount of any such “Specialty Items” so performed may be deducted from the Contract Price before computing the amount of contract labor, materials, and equipment required to be performed or provided by the Contractor with its own organization. Where an entire item is subcontracted, the value of contract labor, materials, and equipment subcontracted will be based on the estimated percentage of the Contract Unit or Lump Sum Price, determined from information submitted by the Contractor, subject to approval by the Engineer.

The Contractor with the bid package shall submit a list of all subcontractors intended to perform work on the project. This list shall include the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime co ntractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one -half of one percent of the prime contractors total bid. The prime contractor shall provide a description by bid item number or otherwise fully designate the portion of work to be performed by each subcontractor.

3-7 CONTRACT DOCUMENTS.

The contract comprises the following documents, including all additions, deletions, modifications, and appendices and all addenda as prepared prior to the date of bid opening setting forth modifications or interpretations of any of said documents:

The Notice of Inviting Bids, the Instructions to Bidders, the accepted Proposal, the List of Subcontractors, the Bid Security Forms, the Agreement, the Faithful Performance Bond, the Payment Bond, Bid Bond, the Plans, General Provisions and the Special Provisions.

3-7.1 General.

The following is hereby added to this subsection of the General Specifications:

The Contractor shall maintain a control set of Plans and Specificat ions on the project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show the as -built conditions. Upon completion of all work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement is met.

3-7.2 PRECEDENCE OF THE CONTRACT DOCUMENTS.

The whole Subsection 3-7.2 of the Standard Specifications is hereby deleted and replaced with the following:

All of the CONTRACT DOCUMENTS shall be read as complimentary to one another and requiring the highest quality, highest quantity, and highest standard of performance for the Project

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for the City’s benefit. In the case of a direct conflict between any of the CONTRACT DOCUMENTS, the order of precedence of the CONTRACT DOCUMENTS shall be:

FIRST: Requirements of law, including the Charter and Ordinances of the City.

SECOND: Permits from other Agencies as may be required by law or Ordinance.

THIRD: Permits from City Departments as may be required by law or Ordinance.

FOURTH: Change Orders and/or Supplemental Agreements; whichever occurs last.

FIFTH: Contract/Agreement.

SIXTH: Addenda.

SEVENTH: Bid/Proposal.

EIGHTH: Special Provisions.

NINETH: Plans.

TENTH: Standard Plans.

ELEVENTH: Standard Specifications.

TWELFTH: Reference Specifications.

Detailed plans shall have precedence over general plans. 3-10 SURVEYING.
3-10.1 General.

The whole Subsection 3-10.1 of the Standard Specifications is hereby deleted and replaced with the following:

The Contractor shall provide construction survey for all the streets shown in the contract documents, including office research of notes, plats or other necessary documents; marking removal limits; grade staking; tying and relocating utilities. All work shall be done to the satisfaction of the Engineer.

The Contractor shall notify the City of Montebello, in advance, in the event that any monumentation or witnesses to the monumentation should fall within any removal area.

The Contractor shall be liable for a back charge in an amount up to $1,000.00 per point obliterated or destroyed without notice or authorization from the City of Montebello.

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Any questionable grade, elevation, location or element of design shown on the plans shall be brought to the immediate attention of the Engineer in writing for clarification prior to construction.

The City reserves the right to verify all staking and monumentation for horizontal and vertical accuracy. The allowable error shall not exceed 0.02 feet vertically or horizontally. Any staking found to exceed allowable error shall be reset at the sole expense of the Contractor and no additional compensation will be made therefore. In cases where the Contractor is unable to place a monument, such as conflicts with underground utilities, the Contractor shall notify the Engineer for review, confirmation, and approval of the omission. All work described in this Section shall be done by or under the direction of a Professional Land Surveyor or a Registered Civil Engineer authorized to practice Land Surveying in the State of California herein referred to as “Surveyor”.

3-10.2 Line and Grade.

The following is hereby added to this subsection of the Standard Specifications:

The Contractor’s Surveyor shall have all the necessary tools, materials, personnel available at the job site for setting blue, yellow and red top hubs at the time that they are set, and shall adequately reference all such stakes by setting hubs three (3) inches below subsurface.

The Surveyor shall have the option of establishing line and grade either by setting stakes to finished grade, marking the cuts and fills on the pavement, or referring to stakes, spikes, drill holes, chisel cuts, etc., on a grade sheet. Normally, stakes will be set and stationed by the Surveyor for rough grade, curbs, headers, sewers, storm drains, and structures and a corresponding cut or fill to finished grade (or flow line) indicated on a grade sheet. If the Surveyor elects to set stakes to the finished grade, the top of these stakes will be colored with blue crayon or paint. All elevations will be established with a Surveyor’s level or Theodolite.

For street improvements, the Surveyor will establish rough grade elevations at 50 -foot intervals along the street. After completion of the rough grading, he/she will establish elevations for curb or pavement headers. An elevation for pavement will be established at all points indicated by elevations shown on the plans. Elevations will be established at 25-foot intervals on the centerline and at all grade changes. For resurfacing over existing pavement or constructing 2 or 3 course bituminous pavement, the Surveyor will paint data on the surface of the existing pavement and/or base course and each lift to indicate the fill to finished grade at such locations and intervals as to provide adequate control for laying the wearing surface course to finished grade.

Flow line elevations will be established by the Surveyor at all changes in grade and at 25 -foot intervals when the grade is greater than 0.50% and at 10-foot intervals for grades of 0.50% or less.

For flow lines adjacent to curbs on grades 0.10% or over, when the curb is new and has a uniform curb face, flow line elevations will not be set on existing curbs, the grade of which may be irregular, grade points will be set at all changes in grade and at 25 -foot intervals. Sufficient flow line elevations will be set to facilitate the construction of warped pavement sections or for special drainage conditions.

For integral curb and gutter, blue tops for the flow line will not be set but curb elevations shall be established at all changes in grade and at 25-foot intervals when the grade is more than 0.50% and at 10-foot intervals when the grade is 0.50% or less. In the case of integral curb and gutter with a

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varying curb face, grade sheets will show cuts and fills to the top of the curb or to the flow line and indicate the required curb face.

For storm drains, the Surveyor will establish elevations at 25-foot intervals along the main line, at all grade change points indicated on the plans, at inlets and outlets of structures and at the upper ends of house connections and laterals. Normally, elevations for narrow trenches will be established by means of offset stakes and a grade sheet giving cuts from such stakes will be issued.

When determined necessary, blue top hubs will be set in the trench for line and grade. Narrow trenches where there are space constraints due to utility conflicts must be approved by the Engineer and must compile with Slurry mix backfill according to Section 306 -12.2 of the Greenbook. Use of slurry mix backfill shall include furnishing material, labor, tools, equipment and incidentals, and for doing all work involved in installing slurry mix backfill, as specified in the Standard Specifications, these Special Provisions, and as directed by the Engineer; and included in the cost for storm drain pipeline. No additional compensation shall be allowed.

Distances and measurements, except elevations and structural dimensions, are given and made on horizontal planes.

Copies of all grade sheets shall be provided to the Engineer for filing.

SECTION 4 - CONTROL OF MATERIALS
4-1 GENERAL.

The following is hereby added to this subsection of the Standard Specification:

The Contractor and all subcontractors, suppliers, and vendors, shall guarantee that the entire work will meet all requirements of this contract as to the quality of materials, equipment, and workmanship. The Contractor, at no cost to the AGENCY, shall make any repairs or replacements made necessary by defects in materials, equipment, or workmanship that become evident within one (1) years after the date of recordation of the Notice of Completion. Within this one-year period, the Contractor shall also restore to full compliance with requirements of this contract any portion of the work which is found to not meet those requirements. The Contractor shall hold the AGENCY harmless from claims of any kind arising from damages due to said defects or noncompliance. The Contractor shall make all repairs, replacements, and restorations within thirty (30) days after the date of the City Engineer’s written notice.

4-6 TRADE NAMES.

The first and second paragraphs of this subsection of the Standard Specifications are hereby replaced with the following:

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that by the AGENCY allowing the use of the Contractor proposed equal that a change in the contract amount may result.

SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES

5-3 LABOR.

5-3.2 Prevailing Wages.

The following is hereby added to this subsection of the Standard Specifications:

The Contractor, and all subcontractors, suppliers and vendors, shall comply with all AGENCY, State and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments. The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers. In accordance with the labor Code, as pr ovided in Section 1773 et seq., the City has on file in the City Clerk’s office the latest prevailing rates as established by the Director of Industrial Relations of the State of California.

The Contractor shall not pay less than these rates.

The following subsection(s) are hereby added to Section 5-3 of the Standard Specifications 5-3.6 Laws.

The Contractor, and all subcontractors, suppliers and vendors, shall comply with all City, State and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments. The Co ntractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers. In accordance with the labor Code, as provided in Section 1773 et seq., the City has on file in the City Clerk’s office the latest prevailing rates as established by the Director of Industrial Relations of the State of California. The Contractor shall not pay less than these rates.

5-4 INSURANCE.

5-4.2 General Liability Insurance.

The whole Subsection 5-4.2 of the Standard Specifications is hereby deleted and replaced with the following:

CONTRACTOR shall carry and maintain Comprehensive General Liability Insurance which provides the following:

Minimum coverage: Bodily injury limits of $2,000,000 for each person and $2,000,000 for each occurrence; property damage limits of $2,000,000 for each occurrence, $5,000,000 aggregate.

Products/Completed Operations Hazard Insurance in an amount of not less than FIVE MILLION DOLLARS ($5,000,000).

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A combined single limit policy with aggregate limits in an amount of not less than Five MILLION DOLLARS ($5,000,000) shall be considered equivalent to the said required minimum limits set forth herein above.

Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from activities contemplated under this Contract, including the use of owned and non-owned real property and automobiles. Insurance coverage shall not be subject to any type of pollution exclusion or owned property exclusions.

5-4.3. Worker's Compensation Insurance.

The following is hereby added to this subsection of the Standard Specification:

The whole Subsection 5-4.4 of the Standard Specifications is hereby deleted and replaced with the following:

CONTRACTOR shall carry and maintain Automobile Liability Insurance which provides a minimum coverage of at least $5,000,000 per accident for bodily injury and property damage.

The following is hereby added to subsection 5-4 of the Standard Specifications:

5-4.5 Additional Insureds.

5-4.6 Notice of Cancellation.

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5-4.7 Severability Clause.

Each of the policies of insurance shall contain a clause substantially as follows:

The insurance afforded by this policy applies separately to each insured against whom a claim or suit is made, or suit is brought, except with respect to the limit of the insurer's liability.

5-4.8 Qualifications of Insurer.

All policies of insurance shall be issued by an insurance company acceptable to CITY and authorized to issue said policy in the State of California.

5-4.9 Approval of Insurer.

The insurance carrier providing the insurance shall be chosen by CONTRACTOR subject to approval by CITY, provided that such approval shall not be unreasonably withheld.

5-4.10 Payment of Premiums.

All premiums on insurance policies shall be paid by CONTRACTOR making payment, when due, directly to the insurance carrier, or in a manner agreed to by CITY. 5-4.11 Evidence of Insurance and Claims.

5-7 SAFETY.

5-7.1 Work Site Safety.

5-7.1.1 General.

The following is hereby added to subsection 5-7.1.1 of the Standard Specifications:

It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor shall use foresight and shall take such steps and precautions as its operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public water supply, interruption of other public services, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the work, which will require that immediate and unusual provisions be made to protect the public from danger or loss, or damage to life and property, due directly or indirectly to prosecution of work under this contract.

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Montebello City CouncilSeptember 11, 2024

Montebello City Council
September 11, 2024