From: Jack Kozakar
To: Emilie Fernandez
Date: Friday June 7th 2024
1. When asked for a relocation plan for any animal or endangered species that may be on the property the applicant gave the response below.
a. There are no endangered species on the property.
b. Some neighbors suggested that there red tailed hawks that sometimes were on the property. This species is either endangered or threatened. c. Sone neighbors talked about squirrels, skunks and other small animals being on the property/in the river wash area. None of these species are endangered or threatened. d. This would be a condition you could add to mitigate concern over hawks - Demolition if impacted trees could be coordinated so that trees with nests for hawks were not impacted during breading season (spring months of any given year or if it is determined that there are no breeding pairs present on the property that year).
2. When asked for a draft HOA by-law, The applicant gave the following response.
These could be conditions you could add:
a. HOA shall collaborate with the city of Montebello for successful enforcement of parking policies on private and public roads. Such collaboration shall include working with the city of Montebello on assigning parking permits for only HOA parking within the HOA tracts and no HOA parking outside of the HOA tracts.
b. HOA shall regulate parking on private streets through HOA declaration of covenants, conditions & restrictions (CC&Rs). Such CC&Rs shall include requirements that i. garages be maintained for vehicle parking and trash can storage ii. overnight owner parking be only in garage parking spaces iii. guest parking be limited to approved street parking within the HOA tracts iv. overnight and guest parking may not be on public streets outside the HOA tracts v. parking within HOA tracts will be by permit only
c. HOA shall post signage and comply with Davis-Stirling Towing Sign Requirements and as provided for in Vehicle Code §22658(a)(1), the HOA shall tow vehicles, without first issuing parking violations having adequately posted signs related to parking restrictions. d. HOA may grant limited exceptions and waivers for parking withing the HOA tracts Draft conditions prepared by staff:
Condition regarding parking:
“The established HOA shall incorporate language in its bylaws to address parking concerns through a parking pass program or other measures.”
Condition regarding animals on property:
“The applicant shall properly capture and relocate any animal found on the property.”
ITEM # 14
CITY OF MONTEBELLO
CITY COUNCIL AGENDA STAFF REPORT
TO: Honorable Mayor and City Council Members
FROM: Raul Alvarez, City Manager
BY: Cesar Roldan, Director
SUBJECT: ADOPT PLANS, SPECIFICATIONS AND ENGINEER'S ESTIMATE FOR THE SENIOR CENTER RENOVATION PROJECT (CP 925) AND
AUTHORIZATION TO PROCEED WITH BID ADVERTISEMENT
DATE: August 14, 2024
RECOMMENDATIONS:
It is recommended that the City Council:
1. Approve Environmental Assessment pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption under the California Environmental Quality Act (CEQA); and,
2. Approve Level of Environmental Review Determination via the National Environmental Policy Act (NEPA): Categorically Excluded per 24 CFR 58.35(a), and subject to laws and authorities at §58.5: (3) Rehabilitation of buildings and improvements when the following conditions are met: (iii) In the case of nonresidential structures, including commercial, industrial, and public buildings: (A) The facilities and improvements are in place and will not be changed in size or capacity by more than 20 percent: and (B) The activity does not involve a change in land use, such as from nonresidential to residential, commercial to industrial or from one industrial use to another; and,
3. Adopt the 100% completed plans, specifications and engineer’s estimate for the Construction of the Senior Center Renovation Project at 115 S. Taylor Avenue Improvements Capital Project 925; and
4. Authorize staff to proceed with bid advertisement for construction; and
5. Take such additional, related action that may be desirable.
FISCAL IMPACT:
The project is grant funded and will be utilizing two separate funding sources: Community
CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 14, 2024
Development Block Grant (CDBG) funds ($342,500) and Los Angeles County Regional Park and Open Space District Measure A Annual Allocation funds ($349,643) -- Funds 255 and 221, respectively. The total project cost is estimated to be $691,643.
Anticipating continued progress on this project, funding has been appropriated in the Fiscal Year 2024-25 budget. Therefore, no budget amendment is needed as a result of the recommended actions. Approval of the recommended actions will allow staff to proceed with bidding for this capital project. As soon as the staff opens and evaluates the bids, a recommendation will be made at a future City Council meeting and include a welldefined project budget.
BACKGROUND/DISCUSSION:
In November 2016, Measure A (The Safe, Clean Neighborhood Parks, Open Space, Beaches, River Protection, and Water Conservation Measure) was approved by voters in Los Angeles County and replaced the expiring Proposition A (non-Metro Local Return Funds Proposition A) to ensure parks, open spaces, beaches, and waterways are built and protected for future generations. Measure A is distributed into seven funding categories, one of them being the Annual Allocations program. Annual allocations are distributed using set formulas and are distributed to local municipalities on an annual basis. Municipalities must submit an application to apply for proposed funding and have the option to allow funds to accrue. The City will be utilizing Measure A Annual Allocation funding to partially fund the Senior Center Renovation Project. Funding for this project has been included in Fund 221 in the Fiscal Year 2024-25 budget.
The remaining cost of the project will be covered by Community Development Block Grant (CDBG) funds. The Department of Housing and Urban Development’s CDBG Program aims to support community development activities to build stronger and more resilient communities. CDBG funds are distributed to local jurisdictions for projects that align with their goals. A portion of CDBG funds distributed to the City will be used for the Senior Center Renovation Project and have been inlcluded in the FY 2024-25 budget (Fund 255).
The Senior Center Renovation Project is located at 115 South Taylor Avenue and aims to rehabilitate the functional space of the downstairs area of the Senior Center located at City Park to provide greater opportunities for the community. Renovation will allow for the City to better serve those who utilize the Senior Center by creating a multi-functional space. The City currently hosts a variety of recreational programs including art classes, fitness programs, and a senior lunch program.
The proposed project makes improvements to lighting, flooring, storage, and restrooms.
The project scope also includes the addition of a fitness area and a computer room that will be available for use by seniors. Additionally, the proposed design includes multifunctional space that can be utilized for recreational classes, community group meetings, and facility rentals.
Maintenance and operation of the new construction will be the responsibility of the Recreation and Community Services Department. Since the project is partially funded
CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 14, 2024
with Measure A Annual Allocation funds, the City will be eligible to utilize Measure A Maintenance and Servicing funds on a go-forward basis. Measure A Maintenance and Servicing funds can be used for maintenance costs for the project after construction is completed, helping offset costs to the General Fund.
The new fitness and computer area will be staffed by the current Senior Center staff members who are present during normal operating hours. Staff members will assist with opening/closing, programming, and general assistance of the newly constructed areas.
The Recreation and Community Services Department will also work along with the Division of Information Technology for computer set-up, internet access, and ongoing IT support.
The City Council is required to approve and adopt plans, specifications and working details, and authorize the bid request for all public projects. The bid advertisement is consistent with Public Contract Code sections 20161 and 20162, which mandates California public works projects to be competitively bid. This action is also consistent with Montebello Municipal Code 3.20.110 - Bidding procedure prescribed.
With the City Council's approval, staff will advertise the project for bid in a local newspaper of general circulation and submit the Notice Inviting Bid (NIB) to Planetbids.
The following tentative schedule has been identified for the bid process:
Tasks Timeline
City Council authorization to solicit bids for
construction
August 14, 2024
Request for Information –
Questions posted by bidders
August 29, 2024 by 12 pm
Response to bidders’ questions/Addendums September 4, 2024 by 5 pm Open Construction Bids September 10, 2024 at 11:00 am
City Council award construction contract September 2024 Commence Construction –
Senior Center Renovation
October 2024 – December 2024
Close out Project December 2024
The City Clerk’s Office shall publish the NIB and state the time and place for the receiving and opening of sealed bids and distinctly describe the project. The notice shall be published for a minimum period of twenty-one (21) calendar days before the date of opening the bids in a newspaper of general circulation per Public Contract Code Section 22037.
ENVIRONMENTAL:
Staff recommends approval of the environmental assessment as follows:
The proposed project is categorically exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to 14 California Code of Regulations §
CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 14, 2024
15301 as a Class 1 categorical exemption (Existing Facilities). The project results in minor alterations to existing public facilities involving no significant expansion of the existing use. The project is not anticipated to have any significant impacts with regards to traffic, noise, air quality, or water quality. There are adequate utilities and public services to serve the project (Attachment C).
Approve Level of Environmental Review Determination via the National Environmental Policy Act (NEPA): Categorically Excluded per 24 CFR 58.35(a), and subject to laws and authorities at §58.5: (3) Rehabilitation of buildings and improvements when the following conditions are met: (iii) In the case of non-residential structures, including commercial, industrial. and public buildings: (A) The facilities and improvements are in place and will not be changed in size or capacity bv more than 20 percent: and (B) The activity does not involve a change in land use, such as from nonresidential to residential, commercial to industrial or from one industrial use to another (Attachment D).
ANALYSIS:
N/A
SUMMARY:
Staff recommends City Council adopt the 100% completed plans, specifications and engineer’s estimate (PS&E) for the Senior Center Renovation Project at 115 S. Taylor Avenue (CP 925); and, approve Environmental Assessment pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption under the California Environmental Quality Act (CEQA); and,authorize staff to proceed with bid advertisement for construction.
ATTACHMENT(S)
1. Attachment A - Final Plans
2. Attachment B - Specifications
3. Attachment C - CEQA NOE
4. Attachment D - NEPA CE
& AND
∠ ANGLE
@ AT
C CENTERLINE
ɸ DIAMETER OR ROUND
┴ PERPENDICULAR
# POUND OR NUMBER
ACC. ACCESSIBLE
A/C AIR CONDITIONING
ACOUS. ACOUSTICAL
A.D. AREA DRAIN
ADJ. ADJUSTABLE
AL. ALUMINUM
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
ASPH. ASPHALT
A.T. ACOUSTICAL TILE
BD. BOARD
BITUM. BITUMINOUS
BLDG. BUILDING
BLK BLOCK
BM BEAM
BOT BOTTOM
CAB CABINET
C.B. CATCH BASIN
CEM CEMENT
CER CERAMIC
C.I. CAST IRON
CLG. CEILING
CLKG CALKING
CLR. CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC. CONCRETE
CONN. CONNECTION
CONST. CONSTRUCTION
CONT. CONTINUOUS
C.T. CERAMIC TILE
CTR CENTER
DBL DOUBLE
DEPT. DEPARTMENT
D.F. DRINKING FOUNTAIN
DIA. DIAMETER
DET DETAIL
DIM DIMENSION
DISP DISPENSER
DN DOWN
DR DOOR
DS DOWNSPOUT
DWG DRAWING
E EAST
EA. EACH
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EMER EMERGENCY
ENCL ENCLOSURE
EQ EQUAL
EQPT EQUIPMENT
(E) OR EXIST EXISTING
EXPO EXPOSED
EXP EXPANSION
E.J. EXPANSION JOINT
EXT EXTERIOR
F.A. FIRE ALARM
F.D. FLOOR DRAIN
FND FOUNDATION
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER CABINET
FIN FINISH
FL FLOOR
FLASH FLASHING
FLUOR FLUORESCENT
F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.S. FACE OF STUD
FPRF FIREPROOF
FT FOOT OR FEET
FTG FOOTING
FURR FURRING
GA GAUGE
GALV GALVANIZED
G.D. GARBAGE DISPOSAL
G.I. GALVANIZED IRON
GL GLASS
GND GROUND
GR GRADE
GYP. GYPSUM
H.B. HOSE BIB
H.C. HOLLOW CORE
HDWD HARDWOOD
HDWE HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
I.D. INSIDE DIAMETER
INSUL INSULATION
INT INTERIOR
JAN JANITOR
JT JOINT
KIT KITCHEN
LAM LAMINATE
LAV LAVATORY
LT LIGHT
MAX MAXIMUM
M.C. MEDICINE CABINET
MECH MECHANICAL
MEMB MEMBRANE
MTL METAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
M.O. MASONRY OPENING
MTD MOUNTED
MRG MOISTURE RESISTANTGYP. BD.
MUL MULLION
MWO MICROWAVE OVEN
N NORTH
N.I.C. NOT IN CONTRACT
NO. NUMBER
NOM NOMINAL
N.T.S. NOT TO SCALE
O/ OVER
OBS OBSCURE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
OFF. OFFICE
OPNG OPENING
OPP OPPOSITE
PRCST PRECAST
PL PLATE
P. LAM. PLASTIC LAMINATE
PLAS PLASTER
PLYWD PLYWOOD
PR PAIR
PT POINT
Q.T. QUARRY TILE
R RISER
RAD RADIUS
R.D. ROOF DRAIN
REF REFERENCE
REFR REFRIGERATOR
REINF REINFORCED
REQ REQUIRED
RESIL RESILIENT
RM ROOM
R.O. ROUGH OPENING
RWD REDWOOD
S SOUTH
SC SOLID CORE
SCHED SCHEDULE
SECT SECTION
SH SHELF
SHR SHOWER
SHT SHEET
SIM SIMILAR
SPEC SPECIFICATION
SQ SQUARE
S.STL. STAINLESS STEEL
S.SK. SERVICE SINK
STA STATION
STD STANDARD
STL STEEL
STOR STORAGE
STRUC STRUCTURAL
SUSP SUSPENDED
SYM SYMMETRICAL
TRD TREAD
T.B. TOWEL BAR
T.C. TOP OF CURB
TEL TELEPHONE
T&G TONGUE AND GROOVE
THK THICK
T.P. TOP OF PAVEMENT
TV TELEVISION
T.W. TOP OF WALL
TYP. TYPICAL
UNF UNFINISHED
U.N.O. UNLESS OTHERWISE NOTED
UR URINAL
VERT VERTICAL
VEST VESTIBULE
W WEST
W/ WITH
W.C. WATER CLOSET
WD WOOD
W/O WITHOUT
WP WATERPROOF
WSCT WAINSCOT
WT WEIGHT
W.I. WROUGHT IRON
APPLICABLE STATE CODES (WITH CITY AMENDMENTS)
CALIFORNIA BUILDING CODE 2022
CALIFORNIA MECHANICAL CODE 2022
CALIFORNIA PLUMBING CODE 2022
CALIFORNIA ELECTRICAL CODE 2022
CALIFORNIA ENERGY CODE 2022
CALIFORNIA GREEN BUILDING STANDARDS CODE 2022
FEDERAL STANDARDS
ADA STANDARDS 2010
LEGAL DESCRIPTION:
ASSESSOR'S MAP 6350002900
PARCEL: GOVERMENT OWNED
TYPE OF CONSTRUCTION: III-B
TYPE OF OCCUPANCY: A-3
NO. OF STORIES: 2
FIRE SPRINKLER: N/A
OWNER
CITY OF MONTEBELLO
2737 W 2ND STREET,
CA 92376
ARCHITECT
BOA ARCHITECTURE
1511 COTA AVENUE
LONG BEACH, CA 90813
CONTACT: EDWARD LOK NG
P: 562-912-7900
E: [email protected]
MECHANICAL ENGINEER
ENGINEERING DESIGN ANALYSIS INC.
17601 E. 17TH STREET, SUITE 225
TUSTIN, CA 91780
CONTACT: KEVIN FRIEDMAN
T: 714-913-8393
ELECTRICAL ENGINEER
ENGINEERING DESIGN ANALYSIS INC.
17601 E. 17TH STREET, SUITE 225
TUSTIN, CA 91780
CONTACT: DAVID FALK
T: 714-913-8393
PLUMBING ENGINEER
ENGINEERING DESIGN ANALYSIS INC.
17601 E. 17TH STREET, SUITE 225
TUSTIN, CA 91780
CONTACT: KEVIN FRIEDMAN
T: 714-913-8393
1. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR ALL DEMOLITION IN PREPARATION FOR NEW WORK.
2. PATCH, RESTORE, AND REFINISH ALL AREAS DAMAGED BY THE
3. CONSTRUCTION WORK AND DEMOLITION.
4. REPAIR ALL TRANSITIONAL AREAS BETWEEN EXISTING AND NEW
5. WORK DUE TO DEMOLITION.
6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS
PRIOR TO COMMENCING WORK, REPORTING ANY DISCREPANCIES TO THE DESIGNER.
7. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS ON THE DRAWINGS.
8. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR ALL DEMOLITION IN PREPARATION FOR NEW WORK.
9. PATCH, RESTORE, AND REFINISH ALL AREAS DAMAGED BY THE CONSTRUCTION WORK AND DEMOLITION.
10. REPAIR ALL TRANSITIONAL AREAS BETWEEN EXISTING AND NEW WORK DUE TO DEMOLITION.
11. 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.
12. NEW AND EXISTING WALLS/CEILING SURFACES SHALL BE PAINTED WHERE NOTED. SCRAPE, SAND, AND REMOVE ALL EXISTING LOOSE PAINT PER MANUFACTURER'S SPEC. AND PREPARE SURFACES FOR NEW PRIMER & PAINT. CONTRACTOR SHALL BE AWARE OF THE LEAD-BASED REPORT
INCLUDED IN THE SPECIFICATIONS AND INCLUDE THE REMEDIATION AS DIRECTED.
13. COORDINATE W/ ENGINEER PRIOR TO DEMOLITION FOR ITEMS TO BE SALVAGED.
14. 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.
15. REGARDING DEMOLITION, CAP ALL EXISTING UTILITIES & PREPARE FOR NEW WORK AS REQUIRED.
16. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET IN ACCORDANCE WITH
LOCAL ORDINANCES IF NO EXISTING TOILET AVAILABLE ON SITE
17. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET IN ACCORDANCE WITH LOCAL ORDINANCES IF NO EXISTING TOILET AVAILABLE ON SITE.
18. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL GOVERNING BLDG. CODES AND CITY ORDINANCES.
19. CONTRACTOR CAN PROVIDE "OR APPROVED EQUAL" MANUFACTURER FOR ALL NAMED MANUFACTURES.
20. CONTRACTOR TO COORDINATE WITH CITY IT DEPARTMENT REGARDING
REMOTE / WIFI ACTIVATION FOR NEW SECURITY CAMERAS, LIGHTS, HAND DRYER AND POWER.
SCOPE FOR THE BUILDING INTERIOR
1. RENOVATE EXISTING RESTROOMS, FOR ADA
COMPLIANCE. PROVIDE NEW PLUMBING FIXTURES,
TOILET PARTITIONS, TOILET ACCESSORIES, TILE
WALLS-FLOORING, EXHAUST FANS, LIGHTING, PAINT,
ETC.
2. PROVIDE ADA COMPLIANCE AT AREA OF NEW WORK.
3. PROVIDE NEW FLOORING, CEILING, LIGHTING, NEW
DUCTING, PAINTING OF INTERIOR RENOVATION WORK.
4. AT THE ENTRANCE TO AREA OF WORK, PROVIDE NEW
ENTRY DOORS, .
5. REMOVE EXISTING STAGE, SELECTED INTERIOR
WALLS, AND KITCHEN TO CREAT A LARGE EXERCISE
ROOM, COMPUTER ROOM, AND MEETING ROOM.
6. REMOVE EXISTING CEILING TILES TO RAISE THE
CEILING AS HIGH AS POSSIBLE RE-ROUTE EXISTING
PIPES, DUCTS, CONDUITS AS NEEDED TO RAISE
CEILING.
7. REPLACE EXISTING LIGHTS WITH NEW LED LIGHT
FIXTURES
8. LEVEL DEPRESSED SLAB AT EXISTING STORAGE
ROOM
SCOPE FOR THE BUILDING EXTERIOR
1. PROVIDE NEW LIGHTING EXTERIOR LIGHTING.
2. REMOVE EXISTING CMU WALL
3. REMOVE EXISTING FENCING
THERE IS NO BUILDING EXPANSION/ADDITION OF EXISTING FLOOR AREA.
PATH OF TRAVEL FOR ACCESSIBILITY SHALL BE 2% MAX CROSS SLOPE AND 5% MAX AT WALKWAYS. PATH OF TRAVEL AT PARKING SHALL BE 2% MAX. SLOPE IN ANY DIRECTION FLOOR AND GROUND SUFRACES SHALL BE STABLE, FIRM AND SLIP RESISTANT TYPE.
NOTE: P.O.T. P.O.T. P.O.T.
EXISTING GAS METER
EXISTING HVAC
EQUIPMENT
REMAIN
EXISTING SENIOR CENTER
EXISTING SENIOR CENTER
EXISTING DRIVEWAY
EXISTING DRIVEWAY
P.O.T. P.O.T.
EXISTING
PARKING
LOT
EXISTING
PARKING
LOT
P.O.T.
P.O.T.
P.O.T.
P.O.T.
P.O.T.
P.O.T.
EXISTING ADA
VAN PARKING
STALL AND
ACCESS
AISLE
SOUTH TAYLOR AVE
N
VA
1 N
2' - 0" 5' - 0" 9' - 0"
18' - 0"
EXISTING
ADA VAN
STALLS
SIGNAGE
PROJECT
LOCATION
N
P.O.T. (ACCESSIBLE
PATH OF TRAVEL)
DETAIL NUMBER
SHEET NUMBER
SECTION LETTER
SHEET NUMBER
A
B
C
ELEVATION LETTER
ELEVATION NUMBER
SHEET NUMBER
ROOM
NAME
ROOM NUMBER
DOOR NUMBER
RENOVATION
KEYNOTE
FINISH
KEYNOTE
DEMOLITION
KEYNOTE
P.O.T. P.O.T.
A) CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED AND PLACED SO
AS NOT TO ENDANGER THE PUBLIC, THE WORKERS OR ADJOINING PROPERTY FOR THE DURATION OF THE CONSTRUCTION PROJECT. CBC 3301.2.
B) STRUCTURAL ROOF COMPONENTS SHALL BE CAPABLE OF SUPPORTING THE
ROOF COVERING SYSTEM AND THE MATERIAL AND EQUIPMENT LOADS THAT WILL BE ENCOUNTERED DURING INSTALLATION OF THE SYSTEM. CBC 3301.2.1.
C) REQUIRED EXITS, EXISTING STRUCTURAL ELEMENTS, FIRE PROTECTION
DEVICES AND SANITARY SAFEGUARDS SHALL BE MAINTAINED AT ALL TIMES DURING ALTERATIONS, REPAIRS OR ADDITIONS TO ANY BUILDING OR STRUCTURE. CBC 3302.1.
D) SANITARY FACILITIES SHALL BE PROVIDED DURING CONSTRUCTION,
REMODELING OR DEMOLITION ACTIVITIES IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. CBC 3305.1.
E) PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION, REMODELING AND DEMOLITION ACTIVITIES AS REQUIRED BY THIS CHAPTER AND TABLE 3306.1.
SIGNS SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC. CBC 3306.1.
F) ADJACENT PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION, REMODELING AND DEMOLITION WORK. CBC 3307.1.
G) STRUCTURES UNDER CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE
PROVIDED WITH NOT FEWER THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH SECTION 906 AND SIZED FOR NOT LESS THAN ORDINARY HAZARD. CBC 3309.1.
Edward
Lok Ng
C-16840
REN.11/30/25
L ICENSED ARCHITECT
STAT E OF CA L I FORN IA
C lient :
C onsult ant :
C A
D Draft :
Archit ect :
Engineer:
Job Num ber:
Dat e Issue:
C lient :
Desi
gner: Ar c h it e c t u r e
In t e r io r sP la n n in g
1511 C ot
a Ave. Long B each, C A 90 8 13 Tel. 56 2 - 9 12 - 7 9 0 0 These drawings and ac c om panying, as inst rum ent s of service, are t he exc lusive proper t y of t he Ar chit ec t and t heir use and public at ion shall be rest r ic t ed t o t he original sit e f or whic h t hey were prepared. Re- use, reproduc t ion or public at ion by any m et hod, in whole or part , is prohibit ed by wr it t en perm ission f rom t he Archit ec t . Tit le t o t hese plans and spec if icat ions shall rem ain wit h t he Arc hit ect wit hout prejudice, and visual wit h t hem shall c onst it ut e pri m a f ac ie eveidence of accept anc e of t hese rest r ic t ions.
AHJ STAMP APPROVAL
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached(Recovery).rvt5/9/2024 4:02:00 PM 115 S. TAYLOR, MONTEBELLO, 90640
A1.03 00 2 1- 2 7 - 2 0 2 2 MONTEB ELLO LNLNLOK SENIOR CENTER RENOVATION MONTEBELLO SENIOR CENTER C IT
Y OF MONTEB ELL
O
TITLE SHEET, SITE PLAN,
& NOTES
ED
A
SHEET INDEX
A1.0 TITLE SHEET, SITE PLAN, & NOTES
A1.1 EGRESS PLANS
A2.0 DEMOLITION FLOOR PLAN
A2.1 RENOVATION FLOOR PLAN
A2.2 DEMOLITION REFLECTED CEILING PLAN
A2.3 RENOVATION REFLECTIVE CEILING PLAN
A3.0 INTERIOR ELEVATIONS
A3.1 INTERIOR ELEVATIONS
A4.0 BUILDING SECTIONS
A5.0 DETAILS
A5.1 ACCESSIBLE DETAILS
A5.2 DETAILS
E1.0 LEGEND, SCOPE OF WORK, DRAWING INDEX, SINGLE LINE
E1.1 PROJECT NOTES
E2.0 SITE PLAN
E2.1 DEMOLITION POWER PLAN
E2.2 DEMOLITION LIGHTING PLAN
E2.3 RENOVATION POWER PLAN
E2.4 RENOVATION LIGHTING PLAN
E3.0 PANEL SCHEDULES, FAULT CURRENT, VOLTAGE DROP CALC.
E4.0 TITLE 23
M1.0 LEGEND, SCOPE OF WORK, DRAWING INDEX, SCHEDULES
M1.1 PROJECT NOTES
M2.0 DEMOLITION FLOOR PLAN
M2.1 RENOVATION PIPING FLOOR PLAN
M3.0 DETAILS
M3.1 DETAILS
M4.0 TITLE 24- MECHANICAL
P1.0 NOTES, LEGEND SCHEDULES, INDEX, ABBREVIATIONS
P1.1 PROJECT NOTES
P2.0 SITE PLAN
P2.1 FLOOR PLAN
P2.2 ENLARGED RESTROOM FLOOR PLAN
P2.3 RENOVATION CONDENSATE PLAN
P3.0 WASTE & VENT HOT & COLD WATER ISOMETRICS, DETAIL
P4.0 DETAILS
CITY OF MONTEBELLO
SENIOR CENTER
RENOVATION
115 S. TAYLOR AVE, MONTEBELLO, 90640
ABBREVIATIONS 15
APPLICABLE CODES 5
BUILDING DATA 7
PROJECT DIRECTORY 8
GENERAL NOTES 10
SCOPE OF WORK 3
PATH OF TRAVEL
2 SCALE: 1" = 20'-0"
SITE PLAN
LOCATION MAP 12
SYMBOL LEGEND 4
AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW THEIR VALID WORKERS' COMPENSATION INSURANCE CERTIFICATE.
ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS
THE RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO
ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO REQUESTING INSPECTION.
TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A
COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) SHALL BE NOTIFIED
IN ACCORDANCE WITH CALIFORNIA STATE LAW PRIOR TO START OF ANY DEMOLITION, ADDITION, AND/OR REMODEL WORK. THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT OFFICE IS LOCATED AT 21865 COPLEY DRIVE IN DIAMOND BAR, PHONE NO. (909) 396-2000. BE ADVISED, SCAQMD MAY REQUIRE A 10 DAY WAIT PERIOD PRIOR TO START OF WORK.
THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM
REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM
PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS.
SEPARATE PERMIT SHALL FIRST BE OBTAINED FROM THE CITY PUBLIC WORKS
DEPARTMENT PRIOR TO PLACEMENT OF ANY CONSTRUCTION MATERIALS OR EQUIPMENT IN THE PUBLIC WAY.
CONSTRUCTION NOTES 11
N
O. R
E
VISIO
N
D
A
T
E
SI S
U
E
D
1 B
O
T
TLE
FILLE
R
8 - 2
3- 2
0 21
6/11/2024, 5:41:14 PM
MONT-B23-000-264
ATTACHMENT A
FD
FD
WH
UP
137 SF
MEN'S
RESTROOM
16 135 SF
WOMEN'S
RESTROOM
17 MULTIPURPOSE
ROOM
15 85 SF
HALLWAY
18 220 SF
OFFICE
13 213 SF
OFFICE
12 61 SF
WARMING
KITCHEN
14 1300 SF NET
OCCUPANT LOAD 2 OCCUPANT LOAD 1
OCCUPANT LOAD 86
OCCUPANT LOAD 1
T
OTA
L
D
I
STA
N
C
E
32 '
23 OCCUPANTS
23 OCCUPANTS
23 OCCUPANTS
23 OCCUPANTS
6' - 0"
WIDTH
4' - 0"
4' - 0"
3' - 0"
3' - 0" 3' - 0"
3' - 0"
3' - 10"
TOTAL DISTANCE 32'
36' - 3"
16' - 1" 14' - 11"
8' - 10"
26' - 4"
19' - 1"
86' - 9"
16' - 11" 4' - 0"
8' - 0" 9' - 1"
OFFICE (12)
OCCUPANCY
GROUP
SQ. FT. FACTOR OCCUPANCY
LOAD
B 2132
OFFICE (13)B 2202
WARMING KITCHEN (14)
B 61 1501
MULTI-PURPOSE ROOM (15)A-3 1560 15 NET
MEN'S RESTROOM (16)- 137-
WOMEN'S RESTROOM (17)- 135-
HALLWAY (18)- 85-
WOMEN'S RESTROOM (1)-
-
-
86---
ROOM
MEN'S RESTROOM (2)
TOTAL 171
MEN TOTAL 86
WOMEN TOTAL 86
160
150
--
150
150
WEIGHT ROOM (3)
A-3 300 15 NET 20
COMPUTER ROOM (4)
B 519 1504
STORAGE (5) S1 336 300
2 ELECTRICAL (6) S1 165 300
1 HALLWAY (7)
- 97
-
-
MULTI-PURPOSE ROOM (8)
A-3 765 15 NET 51
HALLWAY (9)
- 251
-
-
JANITOR (10)
B 40 1501
STORAGE (11) S1 64 300
1 CBC PART 2
TABLE 1004.5
CBC PART 2
CHAPTER 3
SQ.FT / FACTOR
-
WEIGHT ROOM 3
160 SF
WOMENS 1 150 SF
MENS 2
MULTI-PURPOSE
ROOM 8
519 SF
COMPUTER
ROOM 4
165 SF
ELECTRICAL 6
251 SF
HALLWAY 9
EXISTING GATE
64 SF
STORAGE
11 16' - 3" 8' - 10" EX. DR. EX. DR.
EX. DR.
EX. DR.
1 3
2 4
6 7
JANITOR
10 97 SF
HALLWAY 7
5 336 SF
STORAGE 5
26' - 5"
12' - 9"
4' - 5"
40' - 3" 32' - 9"
26' - 4"
21' - 4"
36' - 2"
14' - 0"
4' - 5"
4' - 1"
EXIT
EXIT
EXIT
EX. DR.
EX. DR.
8 10
9 58' - 1"
11 EX. DR.
86' - 9"
EXIT
EX. DR.
EX. DR.
EX. DR.
EX. DR.
9' - 10"
1' - 8"
5' - 0"
4' - 5"
2' - 0"
48" X 30" 48" X 30"
MIN.
1' - 6"
MIN.
1' - 6"
5' - 0"
MIN.
1' - 0"
4' - 0" MIN. 1' - 0"
4' - 0"
5' - 0"
765 SF NET
300 SF NET
OCCUPANT LOAD 51
OCCUPANT LOAD 20
OCCUPANT LOAD 4
OCCUPANT LOAD 1 OCCUPANT LOAD 2
OCCUPANT
LOAD 1
OCCUPANT LOAD 1
40 SF
TOTAL DISTANCE 70'
TOTAL DISTANCE 50'
17' - 3"
44' - 2"
3' - 0"
10' - 0" 7' - 7"
8' - 9"
6' - 0"
4' - 0" 5' - 0"
1' - 6"
1' - 0"
3' - 0"
4' - 2"
4' - 0"
1' - 6"
5' - 0"
33 OCCUPANTS
33 OCCUPANTS
33 OCCUPANTS
24' TOTAL DISTANCE
1' - 6"
1' - 6"
1' - 0"
1' - 6"
Edward
Lok Ng
C-16840
REN.11/30/25
L ICENSED
A
RCHITECT
STAT E
OF
CA
L
I FORN IA
C lient :
C onsult ant :
C AD Draft :
Archit ect :
Engineer:
Job Num ber:
Dat e Issue:
C lient :
Designer: Ar c h it e c t u r e
In t e r io r sP la n n in g
1511 C ot a Ave. Long B each, C A 90 8 13 Tel. 56 2 - 9 12 - 7 9 0 0 These drawings and ac c om panying, as inst rum ent s of service, are t he exc lusive proper t y of t he Ar chit ec t and t heir use and public at ion shall be rest r ic t ed t o t he original sit e f or whic h t hey were prepared. Re- use, reproduc t ion or public at ion by any m et hod, in whole or part , is prohibit ed by wr it t enperm ission f rom t he Archit ec t . Tit le t o t hese plans and spec if icat ions shall rem ain wit h t he Arc hit ect wit hout prejudice, and visual wit h t hem shall c onst it ut e prim a f ac ie eveidence of accept anc e of t hese rest r ic t ions.
AHJ STAMP APPROVAL
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached(Recovery).rvt5/9/2024 4:02:03 PM 115 S. TAYLOR, MONTEBELLO, 90640
A1.1
3 00 21- 2 7 - 2 0 2 2MONTEB ELLODesignerAut horC hec ker
SENIOR CENTER RENOVATION
MONTEBELLO SENIOR CENTER
C ITY OF MONTEB ELLO
EGRESS PLANS Approver
1 SCALE: 3/16" = 1'-0"
SECOND FLOOR EGRESS PLAN
OCCUPANT LOAD
3 SCALE: 3/16" = 1'-0"
FIRST FLOOR EGRESS PLAN.
NN
NO. REVISION DATE ISSUED
6/11/2024, 5:41:14 PM
MONT-B23-000-264
UP
Range Range
FD
FD
FD
FD
FACP
FACP
FACP
06 A
08 A
08 A
08 A
08 A
08 A
08 A
10 A
22 A
22 A
22 A
08 A 08 A
08 A
06 G
WH
08 A
22 A
10 A
09 D 09 B
09 B 09 D
09 B
09 C 09 A
09 A 09 C
09 A
09 C
09 A 09 C 09 A 09 C
10 J
32 A
32 A
22 C
22 A
EXISTING
ELECTRICAL
PANEL
23 C
09 H
06 H
06 H
22 A
23 C
TYP.
22 A
09 H
06 H
06 H
TYP.
09 F
TYP.
06 F
09 F
06 H
KITCHEN
MEN'S
RESTROOM
MEN'S
RESTROOM
22 A
MULTI-PURPOSE
ROOM
HALLWAY
ELECTRICAL
STORAGE STORAGE
STORAGE
JANITOR
STORAGE
STORAGE
HALLWAY
22 A
22 A
22 A
09 F
09 F
22 A
09 F 09 F
09 F
26 I
22 A
09 H
SEWER PIPE
ACCESS PANEL
EXISTING
HVAC
EX. DR. EX. DR. EX. DR.
EX. DR.
EXIT
EX. DR.
EX. DR.
EX. DR.
EX. DR.
EX. DR.
EX. DR.
EX. DR.
09 A
09 C
09 A 09 C
09 F
09 A 09 C
09 F
09 B
09 H
09 F
09 B 09 H
09 A
09 C
09 B 09 H
09 F
26 G
22 B
22 B
26 G
26 G
09 F
26 G
26 G
26 G
26 G
26 G
26 G
26 G
26 G
26 G 26 G
26 G
26 G
22 B
22 B
1. CAP ALL EXISTING UTILITIES & PREPARE FOR NEW WORK AS REQUIRED.
2. PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO
COMPLETE DEMOLITION WORK AS INDICATED ON DRAWINGS AND
SPECIFICATIONS AND AS REQUIRED TO ACCOMMODATE NEW
CONSTRUCTION.
3. PATCH, REPAIR, AND RESTORE ALL AREAS DAMAGED BY THE
CONSTRUCTION WORK AND DEMOLITION TO MATCH CONDITION OF
ADJACENT UNDISTURBED SURFACES.
4. REMOVE FROM THE SITE ALL MATERIAL RESULTING FROM THE
DEMOLITION WORK IN SUCH A MANNER AS TO AVOID CREATING A NUISANCE. DISPOSE OF ALL MATERIALS FROM THE SITE ON A DAILY BASIS AT NO ADDITIONAL COST TO THE OWNER .
5. DISPOSE OF ALL MATERIAL RESULTING FROM THE DEMOLITION WORK IN
ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, INCLUDING THOSE GOVERNING NOISE, DUST, AND DIRT CONTROL; DISPOSAL OF HAZARDOUS MATERIALS; AND REQUIREMENTS OF THE LOCAL AIR QUALITY MANAGEMENT DISTRICT.
6. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION NEEDED TO COMPLETE THE WORK SHOWN ON THE DRAWINGS.
EXISTING CONCRETE MASONRY UNIT
EXTERIOR WALLS AND 2X WOOD STUD
INTERIOR WALLS TO REMAIN. PATCH AND
REPAIR TO MATCH EXISTING FINISHES
WHERE DAMAGED BY DEMOLITION.
EXISTING 2x WOOD STUDWALL W/ GYP
BOARD AND/OR CERAMIC TILE
NEW WALL 2X WOOD STUD AT 16" O.C.
WITH 5/8" TYPE X GYP. BD. 1-HR. RATED
UNLESS OTHERWISE NOTED.
WALLS TO BE DEMOLISHED
Edward
Lok Ng
C-16840
REN.11/30/25
L ICENSED
A
RCHITECT
STAT E
OF
CA
L
I FORN IA
C lient :
C onsult ant :
C AD Draft :
Archit ect :
Engineer:
Job Num ber:
Dat e Issue:
C lient :
Designer: Ar c h it e c t u r e
In t e r io r sP la n n in g
1511 C ot a Ave. Long B each, C A 90 8 13 Tel. 56 2 - 9 12 - 7 9 0 0 These drawings and ac c om panying, as inst rum ent s of service, are t he exc lusive proper t y of t he Ar chit ec t and t heir use and public at ion shall be rest r ic t ed t o t he original sit e f or whic h t hey were prepared. Re- use, reproduc t ion or public at ion by any m et hod, in whole or part , is prohibit ed by wr it t en perm ission f rom t he Archit ec t . Tit le t o t hese plans and spec if icat ions shall rem ain wit h t he Arc hit ect wit hout prejudice, and visual wit h t hem shall c onst it ut e prim a f ac ie eveidence of accept anc e of t hese rest r ic t ions.
AHJ STAMP APPROVAL
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached(Recovery).rvt5/9/2024 4:02:04 PM 115 S. TAYLOR, MONTEBELLO, 90640
A2.03 00 2 1- 2 7 - 2 0 2 2 MONTEB ELLO LNLNLOK SENIOR CENTER RENOVATION MONTEBELLO SENIOR CENTER C ITY OF MONTEB ELLO DEMOLITION FLOOR PLAN EDA 1 SCALE: 1/4" = 1'-0"
DEMOLITION FLOOR PLAN AT FIRST FLOOR
DEMOLITION KEYNOTES
06 A REMOVE EXISTING LOWER & UPPER CABINETS AND DISPOSED OF. PATCH & REPAIR DAMAGED WALL SURFACES TO MATCH EXISTING.
06 F REMOVE EXISTING WOOD FRAMED PLATFORM W/ FINISHES.
06 G REMOVE EXISTING LOW CMU WALL.
06 H REMOVE EXISTING COUNTER CABINET.
08 A REMOVE EXISTING HM DOOR(S), HM DOOR FRAME, AND THRESHOLD. 09 A REMOVE EXISTING VINYL FLOORING MATERIAL AND ADHESIVE MATERIAL TO ACCOMMODATE NEW FINISH MATERIAL. PREPARE FOR NEW WORK.
09 B REMOVE EXISTING FLOOR TILE. PREPARE AREA FOR NEW WORK. 09 C REMOVE EXISTING WALL BASE. PATCH AND REPAIR TO MATCH EXISTING INTERIOR WALLS.
09 D REMOVE ALL WALL TILE AND SUBSTRAIGHT.
09 F REMOVE EXISTING GYP BOARD OR INTERIOR PLASTER AT WALL. 09 H REMOVE EXISTING MORTAR BED.
10 A REMOVE EXISTING TOILET PARTITIONS AND ATTACHED TOILET ACCESSORIES. 10 J REMOVE EXISTING OPERABLE/DIVIDING WALL AND PREPARE FOR NEW WORK. 22 A REMOVE EXISTING PLUMBING FIXTURE AND ASSOCIATED FITTINGS. CAP UTILITY LINES BELOW WALL/FLOOR SURFACES AS REQUIRED. RECONNECT PIPING TO NEW FIXTURES SHOWN ON RENOVATION PLAN. PATCH AND REPAIR IMPACTED WALL/FLOOR SURFACES.
22 B REMOVE EXISTING FLOOR DRAIN FROM POINT OF CONNECTION AND PREPARE FOR NEW WORK.
22 C DEMOLISH EXISTING DRINKING FOUNTAIN AND REMOVE. PREPARE AREA FOR NEW WORK.
23 C REMOVE EXISTING DUCT WORK,SEE MECHANICAL DRAWINGS FOR FURTHER INFORMATION.
26 G REMOVE EXISTING LIGHT SWITCHES AND OUTLETS. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
26 I FIRE ALARM SYSTEM TO REMAIN. TO BE REMOVED AND REINSTALLED, PROVIDE NEW CONDUIT AS NEEDED.
32 A REMOVE EXISTING FENCE. CMU WALL TO REMAIN IN PLACE.
DEMOLITION NOTES
WALL LEGEND
N
NO. REVISION DATE SI SUED
1 B OTTLE FILLER 8 - 2 3- 2 0 21
6/11/2024, 5:41:14 PM
MONT-B23-000-264
UP
FD
FD
WH
WEIGHT ROOM
3 160 SF
WOMENS
1 150 SF
MENS
2 MULTI-PURPOSE
ROOM
8 519 SF
COMPUTER
ROOM
4 165 SF
ELECTRICAL
6 251 SF
HALLWAY
9 EXISTING GATE
64 SF
STORAGE
11 22 21
22 20
10 20
10 20
10 20
10 20
23 30 23 41
22 03
08 35
08 04
08 04
08 04
08 35
08 35
22 30
22 24
03 06
09 35 09 36
09 36
22 21
5' - 6"
22 20
22 26
A3.1
A3.1
7 3
A3.0
11 12
9 10
2 1
A4.0
FUTURE LOCATION OF FURNITURE FUTURE LOCATION OF FURNITURE
FUTURE LOCATION OF FURNITURE
16' - 3" 8' - 10"
CLR.
5' - 0" 3' - 0" 3' - 0" 6' - 0"
CLR.
2' - 9" 2' - 9" 5' - 0" EX. DR.
EX. DR.EX. DR.
EX. DR.
1 3
2 4
6 7
JANITOR
10 97 SF
HALLWAY
7 5
336 SF
STORAGE
5 26' - 5"
12' - 9"
4' - 5"
40' - 3" 32' - 9"
26' - 4"
21' - 4"
36' - 2"
14' - 0"
4' - 5"
4' - 1"
STRUCTURAL BEAM ABOVE TO REMAIN
STRUCTURAL BEAM ABOVE TO REMAIN
STRUCTURAL BEAM ABOVE TO REMAIN
22 23
09 10
09 10
09 10
09 10
09 10
09 10
EXIT EXIT
EXIT
EX. DR.
EX. DR.
08 31
8 08 31
08 31
10 9
09 15
58' - 1"
09 15
09 15
11 EX. DR.
08 31
86' - 9"
EXIT
09 02
107
03 06
03 06
03 09
DIAGONAL HATCH AREA
INDICATES NEW SLAB
03 09
2 A4.0
09 15
09 15
1 4
5 8 6
107
22 20
1' - 6"
1' - 6"
1' - 5" 1' - 5"
1' - 6"
A5.0
2 A5.0
2 MS-1
FD-1
FD-1
09 35
09 28
09 28
09 28
09 28
09 28
09 28
EX. DR.
EX. DR.
EX. DR.
EX. DR.
03 09
9' - 10"
22 33
26 06
26 06
26 06
26 06
26 06
26 06
26 06
26 06
09 28
09 35
26 06
GFI
GFI
S S
S
S S
S
S
S
S
S
S
S
S
S
S
A5.0
16 A5.0
16 A5.0
16 SILL HEIGHT 3'-0"
SILL HEIGHT 3'-0" SILL HEIGHT 3'-0"
1' - 8"
5' - 0"
4' - 5"
2' - 0"
48" X 30" 48" X 30"
MIN.
1' - 6"
MIN.
1' - 6"
5' - 0"
MIN.
1' - 0"
4' - 0"
MIN.
1' - 0"
4' - 0"
5' - 0"
1070 SF NET
419 SF NET
OCCUPANT LOAD 72
OCCUPANT LOAD 27
OCCUPANT LOAD 4
OCCUPANT LOAD 2
OCCUPANT LOAD 1
OCCUPANT LOAD 1
OCCUPANT LOAD 1
40 SF
22 31
22 31
22 31 22 31
C
.
WHERE EXISTING PLUMBING VENT PIPES ARE REMOVED FROM THE ROOF AND
NEW ONES 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.
A.
ELECTRICAL EQUIPMENT AND DEVICES: REINSTALL AND PROPERLY RECONNECT EXISTING SWITCHES; LIGHT FIXTURES; AND OTHER 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 CURENT BUILDING CODE.
B. PROVIDE NEW MATERIALS TO MATCH EXISTING UNDISTURBED 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. FLOOR COVERING MATERIALS SHALL COMPLY WITH ASTM STANDARD E 648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662. CBC 804.4
1. UNLESS SPECIFICALLY INDICATED OTHERWISE, PRODUCTS 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. CONTRACTOR
MAY REQUEST APPROVAL FROM OWNER TO USE OR SUBSTITUTE
ENVIRONMENTALLY PREFERABLE PRODUCTS AND RECYCLED
PRODUCTS.
2. COLORS AND FINISHES SHALL MATCH SAMPLES AVAILABLE 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, BUT
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.
EXISTING CONCRETE MASONRY UNIT
EXTERIOR WALLS AND 2X WOOD STUD
INTERIOR WALLS TO REMAIN. PATCH AND
REPAIR TO MATCH EXISTING FINISHES
WHERE DAMAGED BY DEMOLITION.
EXISTING 2x WOOD STUDWALL W/ GYP
BOARD AND/OR CERAMIC TILE
NEW WALL 2X WOOD STUD AT 16" O.C.
WITH 5/8" TYPE X GYP. BD. 1-HR. RATED
UNLESS OTHERWISE NOTED.
WALLS TO BE DEMOLISHED
NEW METAL
FRAME & NEW
METAL DOOR
HARDWARE
34" TO 44"
A B 6' - 8"
4"
12"12"
4"
6' - 8"
NEW METAL
FRAME & NEW
METAL DOOR
C D
TYP
NEW METAL
FRAME & NEW
METAL DOOR W/
TEMPERED
GLAZING
NEW METAL
FRAME & NEW
METAL DOOR W/
TEMPERED
GLAZING
Edward
Lok Ng
C-16840
REN.11/30/25
L ICENSED ARCHITECT
STAT E OF CA L I FORN IA
C lient :
C onsult ant :
C A
D Draft :
Archit ect :
Engineer:
Job Num ber:
Dat e Issue:
C lient :
Desi
gner: Ar c h it e c t u r e
In t e r io r sP la n n in g
1511 C ot
a Ave. Long B each, C A 90 8 13 Tel. 56 2 - 9 12 - 7 9 0 0 These drawings and ac c om panying, as inst rum ent s of service, are t he exc lusive proper t y of t he Ar chit ec t and t heir use and public at ion shall be rest r ic t ed t o t he original sit e f or whic h t hey were prepared. Re- use, reproduc t ion or public at ion by any m et hod, in whole or part , is prohibit ed by wr it t enperm ission f rom t he Archit ec t . Tit le t o t hese plans and spec if icat ions shall rem ain wit h t he Arc hit ect wit hout prejudice, and visual wit h t hem shall c onst it ut e pri m a f ac ie eveidence of accept anc e of t hese rest r ic t ions.
AHJ STAMP APPROVAL
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached(Recovery).rvt5/9/2024 4:02:05 PM 115 S. TAYLOR, MONTEBELLO, 90640
A2.1
3 00 21- 2 7 - 2 0 2 2MONTEB ELLOLNLNLOK
SENIOR CENTER RENOVATION
MONTEBELLO SENIOR CENTER
C IT
Y OF MONTEB ELL
O
RENOVATION FLOOR
PLAN
ED
A
1 SCALE: 1/4" = 1'-0"
RENOVATION FLOOR PLAN
RENOVATION NOTES
FINISH MATERIAL NOTES
RENOVATION KEYNOTES
03 06 NEW 3,000 PSI CONCRETE SLAB, 4" THICK MIN. TO MATCH EXISTING CONCRETE SLAB OVER 6 MIL VISQUEEN AND 2" SAND, PROVIDE #4 REBARS @ 24" O.C. AND 6" EMBEDMENT INTO EXISTING SLAB. NEW CONCRETE SLAB TO BE FLUSH WITH EXISTING SLAB.
03 09 HATCH AREA INDICATES NEW FIBER REINFORCE CONCRETE OVER EXISTING CONCRETE SLAB. PROVIDE SUFFICIENT THICKNESS TO MATCH ADJACENT SLAB FINISH LEVEL.
08 04 NEW HOLLOW METAL WINDOWS WITH TEMPERED GLASS.
08 31 EXISTING DOOR TO REMAIN, PROVIDE NEW DOOR HARDWARE. SEE DOOR SCHEDULE FOR MORE INFORMATION.
08 35 NEW HM DOOR AND HOLLOW METAL DOOR FRAME. PROVIDE NEW DOOR
HARDWARE, SEE DOOR SCHEDULE AND SPECIFICATON FOR ADDITIONAL INFORMATION.
09 02 NEW 1/2" THICK RUBBER FLOORING OVER CONCRETE.
09 10 NEW 4" HIGH RUBBER BASE.
09 15 NEW L.V.T. OVER CONCRETE. SEE FINISH MATERIAL SCHEDULE FOR MORE INFORMATION.
09 28 NEW 5/8" GYP BOARD OVER 2X WOOD FRAMING.
09 35 NEW CERAMIC TILE OVER NEW MORTAR BED. SLOPE AT 2% MAX. AND 1% MIN. TO FLOOR DRAIN.
09 36 NEW CERAMIC TILE OVER 5/8" CEMENT BOARD AT WALLS. SEE INTERIOR ELEVATIONS.
10 20 NEW SOLID PHENOLIC TOILET PARTITION & URINAL SCREEN. 22 03 EXISTING PLUMBING ACCESS PANEL. PROTECT IN PLACE. 22 20 NEW WALL MOUNTED WATER CLOSET. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.
22 21 NEW ADA COMPLIANT WALL MOUNTED WATERCLOSET. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.
22 23 NEW WALL MOUNTED URINAL. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.
22 24 NEW FLOOR DRAIN WITH ACCESSIBLE COVER, NICKEL BRONZE. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. CONCRETE FLOOR AND TILE FINISH SHALL BE SLOPE 1% MIN. AND 2% MAX. TO DRAIN.
22 26 EXISTING FLOOR DRAIN TO REMAIN IN PLACE. PROVIDE NEW NICKEL BRONZE DRAIN COVER.
22 30 NEW WALL MOUNTED STAINLESS STEEL HI-LO DRINKING FOUNTAIN. 22 31 NEW UNDERMOUNT SINGLE BOWL SINK WITH ADA COMPLIANT FAUCET AND PIPE
INSULATION TO FULLY COVER DRAIN/WATER PIPES AND EXPOSED SHARP/ABRASIVE SURFACES UNDER THE SINK. SEE PLUMBING FIXTURE SCHEDULE.
22 33 NEW ELECTRICA WATER HEATER. SEE PLUMBING DRAWINGS FOR FURTHER INFORMATION.
23 30 EXISTING EXHAUST FAN TO REMAIN.
23 41 NEW SUPPLY/VENT GRILLE, RE-ROUTE, EXTEND, AND RE-CONNECT EXISTING DUCTS AS REQUIRED TO NEW LOCATION OR PROVIDE NEW DUCTS AS NEEDED.
SEE MECHANICAL DRAWINGS FOR DUCTWORK AND ADDITIONAL INFORMATION. 26 06 PROVIDE NEW RECEPTACLE OUTLET W/COVER AND SWITCHING, SEE ELECTRICAL DRAWING FOR FURTHER INFORMATION.
WALL LEGEND
N
ROOM FINISH SCHEDULE
ROOM
No. ROOM NAME
FLOOR/
BASE
WALLS CEILING
COMMENTS
NORTH EAST SOUTH WEST
MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN.
1 WOMENS PT-2/PT-3 CB-1 PT-1 CB-1 PT-1 CB-1 PT-1 CB-1 PT-1 GYP-1 P-3 2 MENS PT-2/PT-3 CB-1 PT-1 CB-1 PT-1 CB-1 PT-1 CB-1 PT-1 GYP-1 P-3 3 WEIGHT ROOM RF-1/ RB-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-3 4 COMPUTER
ROOM
LVT-1/ RB-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-3 5 STORAGE LVT-1/ RB-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-3 6 ELECTRICAL EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. 7 HALLWAY LVT-1/ RB-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-3 8 MULTI-PURPOSE
ROOM
LVT-1/ RB-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-3 9 HALLWAY LVT-1/ RB-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-3 10 JANITOR PT-2/PT-2 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-3 11 STORAGE LVT-1/ RB-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-1 GYP-1 P-3 12 OFFICE
13 OFFICE
14 WARMING
KITCHEN
15 MULTI- PURPOSE
ROOM
16 MEN'S
RESTROOM
17 WOMEN'S
RESTROOM
18 HALLWAY
DOOR SCHEDULE
MARK
DOOR
DOOR SIZE DOOR FRAME
WIDTHHEIGHTTHK.TYPECONSTRUCT.FINISHMATERIALFINISHFIRE RATEDHEAD DETAILJAMB DETAILTHRESHOLD DETAILHARDWARE SET
COMMENTS
1 NEW 3' - 0" 6' - 8" 2" A HM P-2 HM P-2 22/A5.0 21/A5.0 5/A5.1 005 HINGES, CLOSER, KICK PLATE,LOCKSET, LATCH 2 NEW 3' - 0" 7' - 0" 2" A HM P-2 HM P-2 23/A5.0 24/A5.0 006 HINGES, CLOSER, KICK PLATE,LOCKSET, LATCH 3 NEW 3' - 0" 6' - 8" 2" A HM P-2 HM P-2 22/A5.0 21/A5.0 5/A5.1 005 HINGES, CLOSER, KICK PLATE,LOCKSET, LATCH 4 NEW 5' - 8" 6' - 8" 2" D HM P-2 HM P-2 23/A5.0 24/A5.0 6/A5.1 007 HINGES, CLOSER, KICK PLATE,LOCKSET, LATCH,
TEMPERED GLAZING
5 NEW 3' - 0" 6' - 8" 2" C HM P-2 HM P-2 23/A5.0 24/A5.0 004 HINGES, CLOSER, KICK PLATE,LOCKSET, LATCH,
TEMPERED GLAZING
6 NEW 3' - 0" 6' - 8" 2" C HM P-2 HM P-2 23/A5.0 24/A5.0 004 HINGES, CLOSER, KICK PLATE,LOCKSET, LATCH,
TEMPERED GLAZING
7 NEW 6' - 0" 6' - 8" 2" B HM P-2 HM P-2 23/A5.0 24/A5.0 008 HINGES, CLOSER, KICK PLATE,LOCKSET, LATCH 8 EXIST. 3' - 0" 6' - 8" 2" EXIST. EXIST. P-2 EXIST. P-2 EXIST. EXIST. 4/A5.1 001 HINGES, CLOSER, KICK PLATE,LOCKSET, LATCH,
GASKETING
9 EXIST. 4' - 2" 7' - 0" 2" EXIST. EXIST. P-2 EXIST. P-2 EXIST. EXIST. 4/A5.1 002 HINGES, CLOSER, KICK PLATE,LOCKSET, LATCH,
GASKETING
10 EXIST. 3' - 0" 7' - 0" 2" EXIST. EXIST. P-2 EXIST. P-2 EXIST. EXIST. 4/A5.1 001 HINGES, CLOSER, KICK PLATE,LOCKSET, LATCH,
GASKETING
11 EXIST. 3' - 0" 7' - 0" 2" EXIST. EXIST. P-2 EXIST. P-2 EXIST. EXIST. 003 HINGES, CLOSER, KICK PLATE,LOCKSET, LATCH
DOOR TYPES
NOTE: THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE FIVE POUNDS MAXIMUM. CBC 11B-404.2.9 NOTE: 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 FIVE POUNDS MAXIMUM.
CBC 309.4.
VERTICAL CHANGES IN LEVEL FOR FLOOR OR GROUND SURFACES MAY BE 1/4 INCH HIGH MAXIMUM AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL GREATER 1/4 INCH AND NOT EXCEEDING 1/2 INCH IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. CBC 11B-303
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. CBC 11B-308.1.1.
N
O. R
E
VISIO
N
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SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SDF
EXISTING BEAM TO REMAIN
EXISTING BEAM TO REMAIN
EXISTING BEAM TO REMAIN
09 E
09 F
09 E
09 E
09 E
09 E
23 C
23 C
23 C
23 C
23 C
23 C
09 E
09 E
09 E
26 B
TYP.
OF 6
26 B TYP.
OF 6
26 B
26 B
26 B
26 B
26 B
26 B 26 B
26 B 26 B
TYP.
OF 2
TYP.
OF 8
TYP.
OF 8
TYP. OF 6
TYP.
OF 4
TYP.
OF 2
TYP.
OF 3
26 B
09 F
26 B
26 I
26 I
09 F
09 F
09 F
09 F
09 F
09 E
09 F
26 C
09 E
09 E
23 C 09 E
KITCHEN
MEN'S
RESTROOM
WOMEN'S
RESTROOM
MULTI-PURPOSE
ROOM
ELECTRICAL
STORAGE STORAGE
STORAGE
JANITOR
STORAGE
STORAGE
HALLWAY
09 E
09 E
26 F
26 F
26 I
09 F
09 F
26 I
26 B
TYP. OF 5
09 F 09 F
09 F
09 F
26 F
TYP.
OF 5
26 J
26 B
23 C
09 E
26 J
26 B 26 B
26 B
26 B
TYP.
OF 2
TYP.
OF 2
REMOVE SUPPLY AIR GRILLES
REMOVE RETURN AIR GRILLES
REMOVE EXISTING LIGHT FIXTURE
REMOVE LIGHT FIXTURE
EXISTING SMOKE DETECTOR
EXISTING SPEAKER
EXISTING FIRE ALARM
REMOVE EXISTING LIGHT FIXTURE
REMOVE EXISTING LIGHT FIXTURE
REMOVE EXISTING LIGHT FIXTURE
REMOVE EXISTING LIGHT FIXTURE
EXISTING CEILING ACCESS
GFI S REMOVE SWITCH
REMOVE CONV. OUTLET
REMOVE CONV. OUTLET W/ GFI
EXISTING CONCRETE MASONRY UNIT
EXTERIOR WALLS AND 2X WOOD STUD
INTERIOR WALLS TO REMAIN. PATCH AND
REPAIR TO MATCH EXISTING FINISHES
WHERE DAMAGED BY DEMOLITION.
EXISTING 2x WOOD STUDWALL W/ GYP
BOARD AND/OR CERAMIC TILE
NEW WALL 2X WOOD STUD AT 16" O.C.
WITH 5/8" TYPE X GYP. BD. 1-HR. RATED
UNLESS OTHERWISE NOTED.
WALLS TO BE DEMOLISHED
Edward
Lok Ng
C-16840
REN.11/30/25
L ICENSED
A
RCHITECT
STAT E
OF
CA
L
I FORN IA
C lient :
C onsult ant :
C AD Draft :
Archit ect :
Engineer:
Job Num ber:
Dat e Issue:
C lient :
Designer: Ar c h it e c t u r e
In t e r io r sP la n n in g
1511 C ot a Ave. Long B each, C A 90 8 13 Tel. 56 2 - 9 12 - 7 9 0 0 These drawings and ac c om panying, as inst rum ent s of service, are t he exc lusive proper t y of t he Ar chit ec t and t heir use and public at ion shall be rest r ic t ed t o t he original sit e f or whic h t hey were prepared. Re- use, reproduc t ion or public at ion by any m et hod, in whole or part , is prohibit ed by wr it t enperm ission f rom t he Archit ec t . Tit le t o t hese plans and spec if icat ions shall rem ain wit h t he Arc hit ect wit hout prejudice, and visual wit h t hem shall c onst it ut e prim a f ac ie eveidence of accept anc e of t hese rest r ic t ions.
AHJ STAMP APPROVAL
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached(Recovery).rvt5/9/2024 4:02:06 PM 115 S. TAYLOR, MONTEBELLO, 90640
A2.23 00 2 1- 2 7 - 2 0 2 2 MONTEB ELLO LNLNLOK SENIOR CENTER RENOVATION MONTEBELLO SENIOR CENTER C ITY OF MONTEB ELLO DEMOLITION REFLEC TED
C EILING PLAN
EDA
1 SCALE: 1/4" = 1'-0"
DEMOLITION REFLECTED CEILING PLAN
DEMOLITION KEYNOTES
09 E REMOVE ACCOUSTIC CEILING TILES AND SOFFIT FRAMING. EXISTING CEILING DRYWALL/PLASTER TO REMAIN. NOTE THAT THE EXISTING 1-HR CEILING RATING SHALL REMAIN AND TO BE PATCHED AND REPAIRED. PREPARE AREA FOR NEW WORK.
09 F REMOVE EXISTING GYP BOARD OR INTERIOR PLASTER AT WALL. 23 C REMOVE EXISTING DUCT WORK,SEE MECHANICAL DRAWINGS FOR FURTHER INFORMATION.
26 B REMOVE EXISTING LIGHT FIXTURES AT CEILING AND PREPARE FOR NEW WORK. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
26 C REMOVE EXISTING DATA PANEL. CONTRACTOR TO COORDINATE NEW LOCATION WITH OWNER.
26 F REMOVE EXISTING WALL MOUNTED LIGHT FIXTURE; PREPARE AREA FOR NEW LIGHT FIXTURE TO BE INSTALLED AT NEW HEIGHT. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
26 I FIRE ALARM SYSTEM TO REMAIN. TO BE REMOVED AND REINSTALLED, PROVIDE NEW CONDUIT AS NEEDED.
26 J REMOVE EXISTING CEILING FAN, PREPARE AREA FOR NEW WORK.
DEMO. LEGEND SYMBOL
WALL LEGEND
N
NO. REVISION DATE ISSUED
1 B OTTLE FILLER 8 - 2 3- 2 0 21
6/11/2024, 5:41:14 PM
MONT-B23-000-264
F
F
SD
F
EXISTING BEAM TO REMAIN
EXISTING BEAM TO REMAIN
EXISTING BEAM TO REMAIN
WEIGHT ROOM
3 MENS
2 WOMENS
1 HALLWAY
9 MULTI-PURPOSE
ROOM
8 COMPUTER
ROOM
4 ELECTRICAL
6 STORAGE
11 JANITOR
10 HALLWAY
7 S S
S
S S
S
S
S
S
S
S
S
S
S
S
09 01
09 01
TYP.
TYP.
09 01
09 01
09 01
09 01
09 01
TYP.
09 01
09 01 09 01
TYP.
TYP.
TYP.
09 01
09 01
09 01
09 01
TYP.
TYP.
TYP.
TYP.
26 74
23 02
23 02
26 61
TYP.
OF 7
26 61
TYP.
OF 3
26 61 TYP.
OF 3
26 61 TYP.
OF 3
26 61
TYP.
OF 10
26 61
TYP.
OF 4
26 61
26 61
TYP.
OF 22
26 61
TYP.
OF 2
26 61
TYP.
OF 2
TYP.
TYP.
23 02 23 02
TYP. TYP.
23 59
23 59
23 60
23 59
23 61 23 61
23 61
EXISTING CONCRETE MASONRY UNIT
EXTERIOR WALLS AND 2X WOOD STUD
INTERIOR WALLS TO REMAIN. PATCH AND
REPAIR TO MATCH EXISTING FINISHES
WHERE DAMAGED BY DEMOLITION.
EXISTING 2x WOOD STUDWALL W/ GYP
BOARD AND/OR CERAMIC TILE
NEW WALL 2X WOOD STUD AT 16" O.C.
WITH 5/8" TYPE X GYP. BD. 1-HR. RATED
UNLESS OTHERWISE NOTED.
WALLS TO BE DEMOLISHED
NEW SUPPLY AIR GRILL SEE
MECHANICAL DRAWINGS
NEW RETURN AIR GRILL SEE
MECHANICAL DRAWINGS
EXISTING LIGHT FIXTURE
EXISTING SMOKE DETECTOR
EXISTING SPEAKER
EXISTING FIRE ALARM
NEW LED LIGHT FIXTURE
NEW EXTERIOR LED LIGHT FIXTURE
EXISTING CEILING ACCESS
GFI
S SWITCH
CONV. OUTLET
CONV. OUTLET W/ GFI
Hardware Group No. 001
For use on Door #(s):
8, 10
Provide each SGL door(s) with the following:
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
3 EA HINGE 3CB1HW 4.5 X 4.5 NRP 630 IVE
1 EA PANIC HARDWARE CDSI-99-NL-OP-110MD 626 VON
1 EA RIM CYLINDER 20-057 626 SCH
1 EA MORTISE CYLINDER 20-061 626 SCH
2 EA FSIC CORE 23-030 626 SCH
1 EA 90 DEG OFFSET PULL 8190EZHD 10" O 630-316 IVE
1 EA SURFACE CLOSER 4050A SCUSH 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA GASKETING 188SBK PSA BK ZER
1 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD 547A-NH-223 OR AS DETAILED A ZER
EXISTING HOLLOW METAL DOOR AND HOLLOW METAL FRAME TO REMAIN AND REUSE
NEW HARDWARE TO PREFIT EXISTING DOOR AND FRAME - FIELD VERIFY EXISTING CONDITION
NEW CYLINDER TO MATCH EXISTING KEYING SYSTEM - CONSULT BUILDING LOCKSMITH Hardware Group No. 002
For use on Door #(s):
9 Provide each SGL door(s) with the following:
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
1 EA CONT. HINGE 224HD 628 IVE
1 EA PANIC HARDWARE CDSI-99-NL-OP-110MD 626 VON
1 EA RIM CYLINDER 20-057 626 SCH
1 EA MORTISE CYLINDER 20-061 626 SCH
2 EA FSIC CORE 23-030 626 SCH
1 EA 90 DEG OFFSET PULL 8190EZHD 10" O 630-316 IVE
1 EA SURFACE CLOSER 4050A SCUSH 689 LCN
1 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD 547A-NH-223 OR AS DETAILED A ZER
EXISTING ALUMINUM STOREFRONT DOOR AND FRAME TO REMAIN AND REUSE - FIELD VERIFY
EXISTING CONDITION
NEW HARDWARE TO PREFIT EXISTING DOOR AND FRAME - FIELD VERIFY EXISTING CONDITION
WEATHER SEAL BY ALUMINUM DOOR AND FRAME MANUFACTURER
NEW CYLINDER TO MATCH EXISTING KEYING SYSTEM - CONSULT BUILDING LOCKSMITH Hardware Group No. 003
For use on Door #(s):
11 Provide each SGL door(s) with the following:
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
3 EA HINGE 3CB1 4.5 X 4.5 NRP 630 IVE
1 EA STOREROOM LOCK ND80TD SPA 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA SURFACE CLOSER 4050A SHCUSH 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA GASKETING 188SBK PSA BK ZER
1 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD 547A-NH-223 OR AS DETAILED A ZER
EXISTING HOLLOW METAL DOOR AND HOLLOW METAL FRAME TO REMAIN AND REUSE - FIELD
VERIFY EXISTING CONDITION
NEW HARDWARE TO PREFIT EXISTING DOOR AND FRAME HARDWARE PREP - FIELD VERIFY
EXISTING CONDITION
NEW CYLINDER TO MATCH EXISTING BUILDING STANDARD - CONSULT BUILDING LOCKSMITH Hardware Group No. 004
For use on Door #(s):
5, 6
Provide each SGL door(s) with the following:
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
3 EA HINGE 3CB1 4.5 X 4.5 630 IVE
1 EA CLASSROOM LOCK ND70TD SPA 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA SURFACE CLOSER 4050A REG OR PA AS REQ 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA FLOOR STOP FS439 682 IVE
1 EA GASKETING 188SBK PSA BK ZER
1 EA DOOR BOTTOM 355 ZER
NEW CYLINDER TO MATCH EXISTING BUILDING STANDARD - CONSULT BUILDING LOCKSMITH Hardware Group No. 005
For use on Door #(s):
1, 3
Provide each SGL door(s) with the following:
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
3 EA HINGE 3CB1 4.5 X 4.5 630 IVE
1 EA CLASSROOM LOCK ND70TD SPA 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA SURFACE CLOSER 4050A REG OR PA AS REQ 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA WALL STOP WS406/407CCV 630 IVE
1 EA GASKETING 188SBK PSA BK ZER
NEW CYLINDER TO MATCH EXISTING BUILDING STANDARD - CONSULT BUILDING LOCKSMITH
STONE THRESHOLD BY FLOORING
Hardware Group No. 006
For use on Door #(s):
2 Provide each SGL door(s) with the following:
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
3 EA HINGE 3CB1 4.5 X 4.5 630 IVE
1 EA STOREROOM LOCK ND80TD SPA 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA SURFACE CLOSER 4050A EDA 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA WALL STOP WS406/407CCV 630 IVE
1 EA GASKETING 188SBK PSA BK ZER
NEW CYLINDER TO MATCH EXISTING BUILDING STANDARD - CONSULT BUILDING LOCKSMITH 180 DEGREE SWING OUT
Hardware Group No. 007
For use on Door #(s):
4 Provide each PR door(s) with the following:
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
6 EA HINGE 3CB1 4.5 X 4.5 630 IVE
2 EA AUTO FLUSH BOLT FB31/41 AS REQ'D 630 IVE
1 EA DUST PROOF STRIKE DP1/2 AS REQ'D 626 IVE
1 EA CLASSROOM LOCK ND70TD SPA 626 SCH
2 EA FSIC CORE 23-030 626 SCH
1 EA COORDINATOR COR X FL X MB 628 IVE
2 EA SURFACE CLOSER 4050A SCUSH 689 LCN
2 EA KICK PLATE 8400 10" X 1" LDW B-CS 630 IVE
1 EA GASKETING 188SBK PSA BK ZER
1 EA ASTRAGAL 41AA AA ZER
NEW CYLINDER TO MATCH EXISTING BUILDING STANDARD - CONSULT BUILDING LOCKSMITH Hardware Group No. 008
For use on Door #(s):
7 Provide each PR door(s) with the following:
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
6 EA HINGE 3CB1 4.5 X 4.5 630 IVE
2 EA AUTO FLUSH BOLT FB31/41 AS REQ'D 630 IVE
1 EA DUST PROOF STRIKE DP1/2 AS REQ'D 626 IVE
1 EA STOREROOM LOCK ND80TD SPA 626 SCH
2 EA FSIC CORE 23-030 626 SCH
1 EA COORDINATOR COR X FL X MB 628 IVE
2 EA SURFACE CLOSER 4050A SCUSH 689 LCN
2 EA KICK PLATE 8400 10" X 1" LDW B-CS 630 IVE
1 EA GASKETING 188SBK PSA BK ZER
1 EA ASTRAGAL 41AA AA ZER
NEW CYLINDER TO MATCH EXISTING BUILDING STANDARD - CONSULT BUILDING LOCKSMITH Edward
Lok Ng
C-16840
REN.11/30/25
L ICENSED ARCHITECT
STAT E OF CA L I FORN IA
C lient :
C onsult ant :
C A
D Draft :
Archit ect :
Engineer:
Job Num ber:
Dat e Issue:
C lient :
Desi
gner: Ar c h it e c t u r e
In t e r io r sP la n n in g
1511 C ot
a Ave. Long B each, C A 90 8 13 Tel. 56 2 - 9 12 - 7 9 0 0 These drawings and ac c om panying, as inst rum ent s of service, are t he exc lusive proper t y of t he Ar chit ec t and t heir use and public at ion shall be rest r ic t ed t o t he original sit e f or whic h t hey were prepared. Re- use, reproduc t ion or public at ion by any m et hod, in whole or part , is prohibit ed by wr it t enperm ission f rom t he Archit ec t . Tit le t o t hese plans and spec if icat ions shall rem ain wit h t he Arc hit ect wit hout prejudice, and visual wit h t hem shall c onst it ut e pri m a f ac ie eveidence of accept anc e of t hese rest r ic t ions.
AHJ STAMP APPROVAL
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached(Recovery).rvt5/9/2024 4:02:07 PM 115 S. TAYLOR, MONTEBELLO, 90640
A2.33 00 2 1- 2 7 - 2 0 2 2 MONTEB ELLO LNLNLOK SENIOR CENTER RENOVATION MONTEBELLO SENIOR CENTER C IT
Y OF MONTEB ELL
O
RENOVATION REFLEC TIVE
C EILING PLAN
ED
A
1 SCALE: 1/4" = 1'-0"
RENOVATION REFLECTED CEILING
N
RENOVATION KEYNOTES
09 01 NEW 5/8" TYPE X GYP. BR. FOR 1-HR. RATED CEILING, USE MOISTURE RESISTANT TYPE AT WET LOCATIONS.
23 02 NEW RETURN/SUPPLY, SEE MECHANICAL DRAWING FOR FURTHER INFORMATION. 23 59 NEW WALL MOUNTED AIR CONDITION UNIT. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION.
23 60 NEW INLINE FAN. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION. 23 61 NEW ELECTRIC POWERED SPLIT SYSTEM CONDENSING UNIT WITH NEW CONCRETE PLATFROM, CONTRACTOR TO PROVIDE CUT SHEET. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION.
26 61 NEW SURFACE MOUNTED LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION.
26 74 NEW CABLE TRAY TO SUPPORT CONUITS, CABLES, UTILITY LINES.
WALL LEGEND
RENO LEGEND SYMBOL
THE MEANS OF EGRESS SERVING A ROOM OR SPACE SHALL BE
ILLUMINATED AT ALL TIMES THAT THE ROOM OR SPACE IS OCCUPIED. CBC 1008.2.
THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE. CBC 1008.2.1.
HARDWARE SET
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8' - 0"
2' - 10" 1' - 0"
110
102
102
UR-1 WC-2
103
106
WC-2
104
105
4' - 2"
6' - 0"
PT-1
PT-3
A5.0
3 10 20 10 20 10 20
LAV-1 LAV-1
SF-1
SF-1
105
106
A5.0
13 PT-1
P-2 PT-3
109
106
54" MIN.
105
5' - 0" 1' - 8"
MAX.
A5.0
18" MIN. 13
2' - 0"
PT-1
2' - 10"
PT-3
1' - 0"
100
WC-2 WC-1
102
103
105 102
106
8' - 0"
TILE
104 104
WC-2
102
4' - 2"
5' - 6"
PT-1
PT-3
10 20
10 20 10 20
1' - 0" 5' - 0"
LAV-1 LAV-1
SF-1
SF-1
WC-1 102
103
A5.0
1 104
PT-1
PT-3
WC-1 22 03
103
102
8' - 0"
TILE
A5.0
1 108
104
PT-1
PT-3
22 30
107
OPEN
8' - 6"
3' - 0"
P-1
RB-1
P-1 P-1
P-1
RB-1 RB-1
OPEN
P-2
P-4
107
A5.0
15 8' - 5"
P-2 RB-1
P-4 P-1 P-4
P-2
OPEN
8' - 5"
P-1
P-2 RB-1
P-1 P-1
RB-1
P-1
RB-1
P-1
RB-1
8' - 5"
P-1 P-4
RB-1 P-2
P-4
109
1' - 8"
MAX. 54" MIN.
5' - 0"
18" MIN
2' - 0"
PT-1
PT-3
10 20
1' - 0" 5' - 0"
PT-1
P-2
PT-3
10 20
8' - 5"
P-1 P-1
RB-1 P-2 RB-1 P-2
Edward
Lok Ng
C-16840
REN.11/30/25
L ICENSED ARCHITECT
STAT E OF CA L I FORN IA
C lient :
C onsult ant :
C A
D Draft :
Archit ect :
Engineer:
Job Num ber:
Dat e Issue:
C lient :
Desi
gner: Ar c h it e c t u r e
In t e r io r sP la n n in g
1511 C ot
a Ave. Long B each, C A 90 8 13 Tel. 56 2 - 9 12 - 7 9 0 0 These drawings and ac c om panying, as inst rum ent s of service, are t he exc lusive proper t y of t he Ar chit ec t and t heir use and public at ion shall be rest r ic t ed t o t he original sit e f or whic h t hey were prepared. Re- use, reproduc t ion or public at ion by any m et hod, in whole or part , is prohibit ed by wr it t enperm ission f rom t he Archit ec t . Tit le t o t hese plans and spec if icat ions shall rem ain wit h t he Arc hit ect wit hout prejudice, and visual wit h t hem shall c onst it ut e pri m a f ac ie eveidence of accept anc e of t hese rest r ic t ions.
AHJ STAMP APPROVAL
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached(Recovery).rvt5/9/2024 4:02:09 PM 115 S. TAYLOR, MONTEBELLO, 90640
A3.03 00 2 1- 2 7 - 2 0 2 2 MONTEB ELLO LNLNLOK SENIOR CENTER RENOVATION MONTEBELLO SENIOR CENTER C IT
Y OF MONTEB ELL
O
INTERIOR ELEVATIONS ED
A
4 SCALE: 1/4" = 1'-0"
MENS - WEST
3 SCALE: 1/4" = 1'-0"
MENS - SOUTH
8 SCALE: 1/4" = 1'-0"
WOMENS - WEST
5 SCALE: 1/4" = 1'-0"
WOMENS - NORTH 6 SCALE: 1/4" = 1'-0"WOMENS - EAST
RENOVATION KEYNOTES
10 20 NEW SOLID PHENOLIC TOILET PARTITION & URINAL SCREEN. 22 03 EXISTING PLUMBING ACCESS PANEL. PROTECT IN PLACE. 22 30 NEW WALL MOUNTED STAINLESS STEEL HI-LO DRINKING FOUNTAIN. 1 SCALE: 1/4" = 1'-0"
MENS - NORTH
9 SCALE: 1/4" = 1'-0"
MULTI-PURPOSE ROOM- NORTH 10 SCALE: 1/4" = 1'-0"MULTI-PURPOSE ROOM-EAST 11 SCALE: 1/4" = 1'-0"
MULTI-PURPOSE ROOM-SOUTH 12 SCALE: 1/4" = 1'-0"MULTI-PURPOSE ROOM-WEST 2 SCALE: 1/4" = 1'-0"
MENS - EAST
7 SCALE: 1/4" = 1'-0"
WOMENS - SOUTH
13 SCALE: 1/4" = 1'-0"
HALLWAY-NORTH
RESTROOM ACCESSORY SCHEDULE
NO. EQUIP. MANUF. COLOR/MODEL NO.
100 Bobrick B-165 Custom Size Channel Frame Mirror Bobrick Washroom Equipment, Inc.
B-165, STAINLESS STEEL - See interior elevation for
dimensions
102 Bobrick B-2888 Classic Series Surface Mounted
Multi-roll Toilet Tissue Dispenser
Bobrick Washroom
Equipment, Inc.
B-2888, STAINLESS STEEL
103 Bobrick B-6897 Toilet Compartment Two-Wall Grab
Bar
Bobrick Washroom
Equipment, Inc.
B-6897, SATIN STAINLESS STEEL
104 Bobrick B-221 Classic Series Surface Mounted Seat
Cover Dispenser
Bobrick Washroom
Equipment, Inc.
B-221, STAINLESS STEEL
105 Bobrick B-2111 Classic Series Surface Mounted
Soap Dispenser
Bobrick Washroom
Equipment, Inc.
B-2111, STAINLESS STEEL
106 Bobrick B-3942 Classic Series Semi-Recessed
Convertible Combination Towel and Waste Unit
Bobrick Washroom
Equipment, Inc.
B-3942
107 Bobrick 819298 Drinking Fountain Grab Bars Bobrick Washroom Equipment, Inc.
819298
108 12" x 12" Invisa Hatch Drywall Inlay Acccess Panel
For Tiling
Best Access Doors BA-F3
109 Bobrick wall mounted 24"x60" mirror Bobrick Washroom Equipment, Inc.
B-165 2460, STAINLESS STEEL
110 Bobrick B-165 Custom Size Channel Frame Mirror Bobrick Washroom Equipment, Inc.
B-165, STAINLESS STEEL - See interior elevation for
dimensions
PLUMBING FIXTURE SCHEDULE
MARK TYPE DESCRIPTION CW HW W V
DF-1 DRINKING
FOUNTAIN
HAWS BARRIER FREE CHILLED DUAL WALL MOUNT FOUNTAIN MODEL: H1011.8HPS 0' - 0 1/2" 0' - 2" 1' - 0 1/2" FD-1 FLOOR DRAIN ZURN 6" TYPE S SQUARE STRAINER POLISHED NICKEL MODEL: Z400S 0' - 2" 0' - 2" LAV-1 LAVATORY AMERICAN STANDARD OVALYN UNIVERSAL ACCESS UNDERMOUNT SINK MODEL: 9482.000 0' - 0 1/2" 0' - 0 1/2" 0' - 2" 0' - 1 1/2" MS-1 SERVICE SINK AMERICAN STANDARD LAKEWELL SERVICE SINK ENAMELED CAST IRON WITH DRILLED BACK 2 HOLES ON 8" CENTERS AND RIM GUARD MODEL: 7692.008 WITH AMERICAN STANDARD EXPOSED YOKE WALL-MOUNT UTILITY FAUCET WITH VACUUM BREAKER MODEL: 8350.243 SF-1 SINK FAUCET CHIGAGO FAUCET MODEL 420-T25E2805ABCP, FOR 0.5 GPM MAX FLOW (ASSE-1070) TP-1 TRAP PRIMER PPP PRESSURE TYPE PRIMER WITH TRIM FOR MULTIPLE RUNOUTS 0' - 0 1/2" UR-1 URINAL WASHBROOK FLOWISE 0.125 GPF ULTRA HIGH EFFICIENCY URINAL SYSTEM WITH SELECTRONIC FLUSH VALVE MODEL: 6590.525 VITREOUS CHINA
0' - 0 3/4" 0' - 2" 0' - 1 1/2"
WC-1 WATER
CLOSET
MADERA FLOWISE 16-1/2" HEIGHT 1.28 GPF FLUSHOMETER TOILET SYSTEM WITH EVERCLEAN SELECTRONIC FLUSH VALVE MODEL: 3461.528 FINISH: WHITE WITH HEAVY DUTY OPEN FRONT LESS SEAT #5901.100 ADA COMPLIANT
0' - 0 3/4" 0' - 3" 0' - 2"
WC-2 WATER
CLOSET
MADERA FLOWISE 16-1/2" HEIGHT 1.28 GPF FLUSHOMETER TOILET SYSTEM WITH EVERCLEAN SELECTRONIC FLUSH VALVE MODEL: 3461.528 FINISH: WHITE WITH HEAVY DUTY OPEN FRONT LESS SEAT #5901.10
0' - 0 3/4" 0' - 3" 0' - 2"
WHA-1 WATER
HAMMER
ARRESTOR
PPP #SWA-1000
N
O. R
E
VISIO
N
D
A
T
E IS
S
U
E
D
1 B
O
T
TLE
FILLE
R
8 - 2
3- 2
0 21
6/11/2024, 5:41:14 PM
MONT-B23-000-264
P-1
P-2
P-1
P-1
RB-1 RB-1
23 59
8' - 0"
RB-1
P-1
P-2
P-4
RB-1
? P-1
RB-1 RB-1
P-1 P-1 P-4
P-2
P-1 P?-1
P-1
RB-1
8' - 0"
P-1
RB-1
P-1 P-1 P-1 P-1
P-1 RB-1 P-1
8' - 0"
P-1
? P-1 P-1
P-1 RB-1
P-1 ? P-1 ? P-1
RB-1 RB-1 RB-1
P-1 P-1
23 59 23 59
8' - 0"
P-1 ? P-1
P-2
P-4
RB-1
P-1
RB-1
NO. MATERIAL MANUF. COLOR/MODEL NO.
P-2 SEMI GLOSS - PAINT DUNN-EDWARD
NOTES
DE 6354 GRAY WOLF PAINT DOORS INSIDE & OUTSIDE & FRAME.
PT-2 CERAMIC TILE NEOSPECK - AMERICAN OLEAN NEO3 LIGHT GRAY - MATTE SIZE: 24" x 24" AT FLOOR P-3 SEMI GLOSS - PAINT DUNN-EDWARD DE6190 BALL OF STRING CEILING P-1 SEMI GLOSS - PAINT DUNN-EDWARD DE 6190 BALL OF STRING PAINT WALLS TP-1 TOILET PARTITION &
SCREEN
BOBRICK OR APPROVED EQUAL DURALINE SERIES - 1080/1180 OVER HEAD,
SOLID PHENOLIC, GAP-FREE PRIVACY DESIGN
EQUIP DOOR WITH AUTOMATIC CLOSING DEVICE AND HEAVY DUTY HARDWARE.
PULLS ON PUSH & PULL SIDE OF DOOR WITH SINGLE ACTION LATCH NOTE: CONTRACTOR TO VERIFY FINISHES W/ ARCHITECT PRIOR TO ORDER PT-1 CERAMIC TILE NEOSPECK - AMERICAN OLEAN WHITE NE01 - MATTE SIZE: 24" x 24" AT WALLS GROUT: OISTER GRAY, UNSANDED
CB-1 CEMENT BOARD - - MEDIUM TEXTURE, APPLY EPOXY OVER EXISTING FLOOR P-4 SEMI GLOSS - PAINT DUNN-EDWARD DE 6354 GRAY WOLF WINDOW FRAME P-5 SEMI GLOSS - PAINT DUNN-EDWARD ARCHITECT TO SELECT ACCENT WALL PT-3 CERAMIC TILE NEOSPECK - AMERICAN OLEAN NEO3 LIGHT GRAY - MATTE SIZE: 12" x 24" AT BASE RB-1 RUBBER BASE BURKE CHARCOAL 217 4" RUBBER BASE
GYP-1 GYPSUM BOARD - - PAINT PER SCHEDULE
LVT-1 LUXURY VINYL TILE MANINGTON ARCHITECT TO SELECT - RF-1 RUBBER FLOORING RUBBER FLOORING INC 1/2" BLACK 1/2" RUBBER ROLL FLOORING Edward
Lok Ng
C-16840
REN.11/30/25
L ICENSED ARCHITECT
STAT E OF CA L I FORN IA
C lient :
C onsult ant :
C A
D Draft :
Archit ect :
Engineer:
Job Num ber:
Dat e Issue:
C lient :
Desi
gner: Ar c h it e c t u r e
In t e r io r sP la n n in g
1511 C ot
a Ave. Long B each, C A 90 8 13 Tel. 56 2 - 9 12 - 7 9 0 0 These drawings and ac c om panying, as inst rum ent s of service, are t he exc lusive proper t y of t he Ar chit ec t and t heir use and public at ion shall be rest r ic t ed t o t he original sit e f or whic h t hey were prepared. Re- use, reproduc t ion or public at ion by any m et hod, in whole or part , is prohibit ed by wr it t enperm ission f rom t he Archit ec t . Tit le t o t hese plans and spec if icat ions shall rem ain wit h t he Arc hit ect wit hout prejudice, and visual wit h t hem shall c onst it ut e pri m a f ac ie eveidence of accept anc e of t hese rest r ic t ions.
AHJ STAMP APPROVAL
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached(Recovery).rvt5/9/2024 4:02:10 PM 115 S. TAYLOR, MONTEBELLO, 90640
A3.1
3 00 21- 2 7 - 2 0 2 2MONTEB ELLOLNLNLOK
SENIOR CENTER RENOVATION
MONTEBELLO SENIOR CENTER
C IT
Y OF MONTEB ELL
O
INTERIOR ELEVATIONS ED
A
2 SCALE: 1/4" = 1'-0"
COMPUTER ROOM-EAST
3 SCALE: 1/4" = 1'-0"
COMPUTER ROOM-WEST 4 SCALE: 1/4" = 1'-0"COMPUTER ROOM-SOUTH 1 SCALE: 1/4" = 1'-0"
COMPUTER ROOM-NORTH
RENOVATION KEYNOTES
23 59 NEW WALL MOUNTED AIR CONDITION UNIT. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION.
8 SCALE: 1/4" = 1'-0"
WEIGHT ROOM-WEST
5 SCALE: 1/4" = 1'-0"
WEIGHT ROOM-NORTH 6 SCALE: 1/4" = 1'-0"WEIGHT ROOM-EAST 7 SCALE: 1/4" = 1'-0"
WEIGHT ROOM-SOUTH
FINISH MATERIAL SCHEDULE
N
O. R
E
VISIO
N
D
A
T
E IS
S
U
E
D
1 B
O
T
TLE
FILLE
R
8 - 2
3- 2
0 21
6/11/2024, 5:41:14 PM
MONT-B23-000-264
GROUND LEVEL
0'- 0"
CEILING
8'- 5"
EXISTING SECOND FLOOR (NO WORK)
2 A4.0
RB-1 P-1 P-1 P-4 P-4
P?-1 RB-1 P-1 RB-1 P-1
GROUND LEVEL
0'- 0"
2ND FLOOR
9'- 6"
1 A4.0
EXISTING SECOND FLOOR (NO WORK)
RB-1 P-1 RB-1 P-4 P-2 RB-1 P-4 P-1 RB-1 P-1
Edward
Lok Ng
C-16840
REN.11/30/25
L ICENSED
A
RCHITECT
STAT E
OF
CA
L
I FORN IA
C lient :
C onsult ant :
C AD Draft :
Archit ect :
Engineer:
Job Num ber:
Dat e Issue:
C lient :
Designer: Ar c h it e c t u r e
In t e r io r sP la n n in g
1511 C ot a Ave. Long B each, C A 90 8 13 Tel. 56 2 - 9 12 - 7 9 0 0 These drawings and ac c om panying, as inst rum ent s of service, are t he exc lusive proper t y of t he Ar chit ec t and t heir use and public at ion shall be rest r ic t ed t o t he original sit e f or whic h t hey were prepared. Re- use, reproduc t ion or public at ion by any m et hod, in whole or part , is prohibit ed by wr it t enperm ission f rom t he Archit ec t . Tit le t o t hese plans and spec if icat ions shall rem ain wit h t he Arc hit ect wit hout prejudice, and visual wit h t hem shall c onst it ut e prim a f ac ie eveidence of accept anc e of t hese rest r ic t ions.
AHJ STAMP APPROVAL
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached(Recovery).rvt5/9/2024 4:02:12 PM 115 S. TAYLOR, MONTEBELLO, 90640
A4.03 00 2 1- 2 7 - 2 0 2 2 MONTEB ELLO LNLNLOK SENIOR CENTER RENOVATION MONTEBELLO SENIOR CENTER C ITY OF MONTEB ELLO
B UILDING SEC TIONS
EDA
RENOVATION KEYNOTES
1 SCALE: 1/4" = 1'-0"
SECTION A
2 SCALE: 1/4" = 1'-0"
SECTION B
NO. REVISION DATE ISSUED
1 B OTTLE FILLER 8 - 2 3- 2 0 21
6/11/2024, 5:41:14 PM
MONT-B23-000-264
TOILET SEAT COVER DISPENSER
(HIGHEST OPERABLE PART)
PAPER TOWEL DISPENSER(HIGHEST OPERABLE PART)
SOAP DISPENSER(HIGHEST OPERABLE PART)
MIRROR ABOVE LAVATORY(TOP AND BOTTOM EDGEOF REFLECTIVE SURFACE) FINISH
FLOOR
A.F.F.
40" MAX.
1 1/2" 1 1/2"
AT CMU WALL:
3/16 x 2 1/2" LONG
EXPANSION ANCHORS TO
WALL STRUCTURE OR AS
PROVIDED BY MANUFACTURER
CMU
WALL
LOCATE GRAB BARS ON EACH SIDE, OR ONE SIDE AND THE BACK, OF THE WATER CLOSET, 33 INCHES ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE ARE TO BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET. GRAB BARS AT THE BACK CAN NOT BE LESS THAN 36 INCHES LONG. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE IS REQUIRED TO BE 1 1/2" O.D., OR THE SHAPE IS TO PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF
GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS IS TO BE 1 1/2 INCHES. GRAB BARS ARE TO RESIST 250 POUNDS OF DOWNWARD FORCE AND TORSION. GRAB BARS ARE TO BE MADE OF STAINLESS STEEL WITH A PINED SURFACE AND SNAP FLANGES OVER MOUNTING BOLTS. 1/4" MIN. THICKNESS TYPICAL AND IN
CONTRASTING COLORS OF THE DOOR.
(TYPICAL) THE GENDER WORD IS
LOCATED DIRECTLY UNDER PICTOGRAM
NOTE: LETTERS AND NUMERALS ARE
RAISED 1/32" AND ARE ACCOMPANIED BY
GRADE 2 BRAILLE. CHARACTERS ARE
MINIMUM 5/8" HIGH AND A MAXIMUM OF
2" HIGH. ATTACH WITH 4 STAINLESS
STEEL SCREWS.
H
EIG
H
T
N
O
T
E
SEE MOUNTING
MOUNTING HEIGHT:
SIGNS WITH RAISED CHARACTER AND
BRAILLE SHALL BE LOCATED 48 INCHES
MINIMUM ABOVE THE FINISH FLOOR OR
GROUND SURFACE, MEASURED FROM THE
BASELINE OF THE LOWEST LINE OF
BRAILLE AND 60 INCHES MAXIMUM ABOVE
THE FINISH FLOOR OR GROUND SURFACE,
MEASURED FROM THE BASELINE OF THE
HIGHEST LINE OF RAISED CHARACTERS.
CONTRACTED CALIFORNIA GRADE 2
BRAILLE
LATCH SIDE
OF DOOR
8"x6" SQ.
WOMEN
5" TYP.
3/8" MIN. -
1/2" MAX.
T
Y
P.
1/2" MIN.
8"x6" SQ.
MEN
5' - 0"
NOTE: LETTERS AND NUMERALS ARE
RAISED 1/32". CHARACTERS ARE
MINIMUM 5/8" HIGH AND A MAXIMUM OF
2" HIGH. ATTACH WITH 4 STAINLESS
STEEL SCREWS.
12" DIAMETER CIRCLE 1/4" THICK AND 12" EQUILATERAL TRIANGLE 1/4" THICK. THE WORD "RESTROOM" IS LOCATED DIRECTLY UNDER PICTOGRAM. COLOR OF TRIANGLE SHALL CONTRAST VISUALLY WITH THE COLOR OF THE CIRCLE. COLOR OF CIRCLE SHALL CONTRAST VISUALLY WITH THE DOOR COLOR.
1/8" MIN. RADIUS
AT CORNERS
TYPICAL AT LATCH SIDE
OF ENTRANCE DOOR
EASED EDGES
FINISH: ALL RESTROOM SIGNS SHALL
HAVE A NON-GLARE FINISH.
EQ. EQ.
RESTROOM RESTROOM
A5.0
8 CL
FLOOR LINE
FLUSH CONTROL
TOP OF CONTROL 17" MAX
13 1/2" MINIMUM
44" MAXIMUM
17" - 19"
36" MIN. LONG GRAB BAR AT BACK OF WALL
42" MIN. LONG GRAB BAR AT SIDE WALL
FINISH
FLR.
TOILET
PAPER
DISPENSER
TOILET
54" MIN.
33" - 36" O.C.
1 1/2"
MIN.
CLR.
GRAB BAR
19" MIN.
AND BELOW
7"MIN. TO 9" MAX.
TOILET
SEAT
A5.0
6 60" MIN. CLEAR
24" MIN.
2% MAX. IN ANY
DIRECTION
17" - 18"
MIN.
2' - 0"
54" MIN.
CUSTOM 1/4" THICK
MIRROR WITH 1/4"
STAINLESS STEEL USHAPE TRIM ALL ALL
PERIMETERS
3/4" PLYWOOD
SOLID BLOCK
AS REQUIRED
WALL
SURFACE
BLACK COLOR
PLASTIC LAMINATE
WALL
SURFACE
A
B
1"
SOLID SPLASH
SOLID COUNTERTOP
SINK, PROVIDED UNDERMOUNT
COUNTERTOP
2'-1"
CABINET BEYOND
CABINET DOORS
SOLID SURFACE SPLASH
AREA NOT HATCHED
BELOW SINK SHALL BE
ACCESSIBLE AND CLEAR
SOLID SURFACE TOP &
EDGE W/ EASED EDGES
SINK NOT TO EXCEED 6-1/2"
DEEP MAXIMUM, PER SCHEDULE
HOT WATER AND DRAIN
PIPES UNDER POWERED
FAUCET SHALL BE
INSULATED OR OTHERWISE
COVERED SHARP OR
ABRASIVE SURFACES UNDER
SINK
9"
2' - 0"
NOTE: COORDINATE DRAIN
CONNECTIONS TYP.
27" MIN. CLR.
KNEE SPACE
34"
FAUCET NOT TO EXCEED 5LBS
FORCE TO OPERATE AND TO
PROVIDE SINGLE LEVER DESIGN
MAX.
6"
4 1/2"
APRON
29" MIN. CLR
MIRROR AT 40" A.F.F.
MEASURED FROM
REFLECTIVE SURFACE TO
FINISH FLOOR
1x4 W/ 1/4" DIA. LAG SCREWS
@ 16" O.C. FRONT & BACK
2x6 BLOCK CONTINUOUS
BEHIND CAB
3/4" PLYWOOD TOP
SOLID SURFACE SPLASH
AREA NOT HATCHED
BELOW SINK SHALL BE
ACCESSIBLE AND CLEAR
SOLID SURFACE TOP &
EDGE W/ EASED EDGES
SINK NOT TO EXCEED 6-1/2"
DEEP MAXIMUM, PER SCHEDULE
HOT WATER AND DRAIN
PIPES UNDER POWERED
FAUCET SHALL BE
INSULATED OR OTHERWISE
COVERED SHARP OR
ABRASIVE SURFACES UNDER
SINK
MIRROR AT 40" A.F.F.
MEASURED FROM
REFLECTIVE SURFACE TO
FINISH FLOOR
1x4 W/ 1/4" DIA. LAG SCREWS
@ 16" O.C. FRONT & BACK
2x6 BLOCK CONTINUOUS
BEHIND CAB
3/4" PLYWOOD TOP
"HI"
FINISH
FLOOR
ABOVE FINISH FLOOR
36" MAXIMUM
CHILLED
DRINKING
FOUNTAINS
5" MAX. 15" MIN.
ABOVE FINISH FLOOR
38" MINIMUM TO 43" MAXIMUM
FACE OF WALL
"LOW"
NOTE: PROVIDE 4" HIGH
MINIMUM FLOW OF
WATER.
CLEAR KNEE SPACE
27" MIN.
54" CLEAR
A5.0
14 NOTE: LETTERS AND NUMERALS
ARE RAISED 1/32" & ARE
ACCOMPANIED BY GRADE 2
BRAILLE. CHARACTERS ARE
MINIMUM 5/8" HIGH AND A MAXIMUM
OF 2" HIGH. ATTACH WITH 3M VHB
5' - 0"
TAPE.
12"
STRIKE SIDE OF
DOOR
EXIT
MOUNTING HEIGHT:
SIGNS WITH RAISED CHARACTER
AND BRAILLE SHALL BE LOCATED
48 INCHES MINIMUM ABOVE THE
FINISH FLOOR OR GROUND
SURFACE, MEASURED FROM THE
BASELINE OF THE LOWEST LINE OF
BRAILLE AND 60 INCHES MAXIMUM
ABOVE THE FINISH FLOOR OR
GROUND SURFACE, MEASURED
FROM THE BASELINE OF THE
HIGHEST LINE OF RAISED
CHARACTERS.
3/8" MIN. -
1/2" MAX.
T
Y
P.
1/2" MIN.
CONTRACTED
CALIFORNIA
GRADE 2 BRAILLE
SUBMIT SHOP
DRAWINGS PRIOR
TO FABRICATION
5" X 5" SIGN, 1/8" THICK
NON-GLARE ACRYLIC W/
1/32" RAISED TEXT AND
COPY. HELVETICA 65
MEDIUM TEXT & FIELD
COLOR TO BE
COORDINATED WITH CITY.
1/4" ROUND CORNERS
WELD TO 4"x4"
STAINLESS STL.
PLATE
1/8" STAINLESS
STEEL PLATE
1-1/2" O.D.
STAINLESS STEEL
TUBE STEEL
3"
1-1/2" O.D. STAINLESS STEEL
TUBE STEEL
4 EXPANSION ANCHORS INTO
FLOOR & WOOD
SCREWS INTO SOLID BLOCKING
BACKING
PLAN VIEW
SECTION VIEW
STAINLESS
ESCUTCHEON
4 - 1/4" DIA. x 2 1/4"
SLEEVE ANCHOR
@ CONC. FLOOR
4 - 3/8" DIA. POSSLE
BOLTS @ WD.
FLOOR
EXISTING CMU WALL,
PROTECT IN PLACE
5/8" CEMENT
BOARD
5/8" GYP. BD CEILING,
PAINT PER ROOM
SCHEDULE
EXISTING WOOD
STUD/FRAMING WALL
OR CMU TO BE
PAINTED
24x24 TILE AS
SCHEDULED, THINSET
OVER 5/8" CEMENT
BOARD SEE
ELEVATIONS FOR
HEIGHT
EXISTING CMU WALL,
PROTECT IN PLACE
5/8" CEMENT BOARD
24X24 GRAY NEO3
UNPOLISHED TILE
OVER CEMENT BOARD
BASE COVE METAL TRIM
12X24 GRAY NEO3
UNPOLISHED TILE
OVER CEMENT BOARD
24x24 TILE AS SCHEDULED,
THINSET OVER 5/8"
CEMENT BOARD SEE
ELEVATIONS FOR HEIGHT
1% SLOPE MIN.
2% SLOPE MAX.
TO DRAIN
MORTAR BED. EXISTING
CONCRETE SLAB TO REMAIN
IN PLACE
5/8" CEMENT
BOARD
5/8" GYP. BD CEILING
PAINT PER ROOM
SCHEDULE
24x24 TILE AS
SCHEDULED, THINSET
OVER 5/8" CEMENT
BOARD SEE
ELEVATIONS FOR
HEIGHT
24X24 GRAY NEO3
UNPOLISHED TILE
OVER CEMENT BOARD
2X STUDS
5/8" CEMENT BOARD
24x24 WHITE NEO1
UNPOLISHED TILE OVER
CEMENT BOARD
SOUND
INSULATION
MORTAR BED. EXISTING
CONCRETE SLAB TO REMAIN
IN PLACE
1% SLOPE MIN.
2% SLOPE MAX.
TO DRAIN
BASE COVE METAL TRIM
12X24 GRAY NEO3
UNPOLISHED TILE
OVER CEMENT BOARD
1% SLOPE MIN.
2% SLOPE MAX.
TO DRAIN
2X STUD
HOLLOW METAL DOOR AND
FRAME. PER SCHEDULE.
5/8" GYP. BD. PAINT PER SCHEDULE
INSULATION
2"
24 X 24 CERAMIC TILE
(HEAD SIM.)
WOOD STUD WALL
HOLLOW METAL FRAME PER
SCHEDULE
HOLLOW METAL DOOR
PER SCHEDULE
5/8" GYP. BOARD
PAINT PER
SCHEDULE
24X24 CERAMIC TILE
5/8" CEMENT BOARD
SHIM
2X WOOD STUDS AT
16" O.C.
5/8" GYP BD. BOTH SIDES
WITH SMOOTH SURFACE TO
MATCH EXISTING ADJACENT
SURFACE
HOLLOW METAL DOOR
SOUND ATTENUATION
BATT INSULATION
HEADER PER
HOLLOW METAL FRAME
SPRY FOAM INSULATION
2x STUD
HOLLOW METAL DOOR AND
FRAME.
5/8" GYP. BD.
R-13 BATT INSULATION
FOR SOUND ISOLATION
2"
(E) GYP. BD. WALL
3 1/2"
(N) RUBBER BASE 4"
VINYL
(N) FLOORING AS
SCHEDULED
DOOR
CONC. SLAB
SHAPED POLISHED GRANITE
THRESHOLD. PROVIDE
SUBMITTAL FOR APPROVAL
FLOORING AS
SCHEDULED
DOOR FRAME BEYOND
4"
M
A
X.
1/4"
MAX.
1/2"
BEVEL EDGES 2:1 MAX.
PER ACCESSIBILITY
REQUIREMENTS
FLOORING
AS SCHEDULED
Edward
Lok Ng
C-16840
REN.11/30/25
L ICENSED ARCHITECT
STAT E OF CA L I FORN IA
C lient :
C onsult ant :
C A
D Draft :
Archit ect :
Engineer:
Job Num ber:
Dat e Issue:
C lient :
Desi
gner: Ar c h it e c t u r e
In t e r io r sP la n n in g
1511 C ot
a Ave. Long B each, C A 90 8 13 Tel. 56 2 - 9 12 - 7 9 0 0 These drawings and ac c om panying, as inst rum ent s of service, are t he exc lusive proper t y of t he Ar chit ec t and t heir use and public at ion shall be rest r ic t ed t o t he original sit e f or whic h t hey were prepared. Re- use, reproduc t ion or public at ion by any m et hod, in whole or part , is prohibit ed by wr it t enperm ission f rom t he Archit ec t . Tit le t o t hese plans and spec if icat ions shall rem ain wit h t he Arc hit ect wit hout prejudice, and visual wit h t hem shall c onst it ut e pri m a f ac ie eveidence of accept anc e of t hese rest r ic t ions.
AHJ STAMP APPROVAL
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached(Recovery).rvt5/9/2024 4:02:14 PM 115 S. TAYLOR, MONTEBELLO, 90640
A5.03 00 2 1- 2 7 - 2 0 2 2 MONTEB ELLO LNLNLOK SENIOR CENTER RENOVATION MONTEBELLO SENIOR CENTER C IT
Y OF MONTEB ELL
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DETAILS
ED
A
MOUNTING HT.
SCALE: 1/2" = 1'-0" 5
GRAB BAR SCALE: 6" = 1'-0" 6
ROOM ID SCALE: 1/4" = 1'-0" 8
RESTROOM SIGN SCALE: 1/4" = 1'-0" 7
URINAL SCALE: 1" = 1'-0" 3
WATER CLOSET SCALE: 1" = 1'-0" 1
ACCESS. R.R. STALL SCALE: 3/4" = 1'-0" 2
MIRROR SCALE: 3" = 1'-0" 10
ACCESS. CAB. W/ SNK.
SCALE: 1" = 1'-0" 12
ACCESSIBLE SINK SCALE: 3/4" = 1'-0" 13
DRINKING FOUNTAIN.
SCALE: 1" = 1'-0" 15
EXIT SIGN SCALE: 1/4" = 1'-0" 16
RAIL TUBE DETAIL SCALE:1 1/2" = 1'-0" 14
TILE AT UPPER WALL SCALE: 3" = 1'-0" 18
TILE AT WALL & FLOOR SCALE: 3" = 1'-0" 17
TILE AT UPPER WALL2 SCALE: 3" = 1'-0" 19
TILE AT WALL SCALE: 3" = 1'-0" 20
JAMB TO WOOD SCALE: 3" = 1'-0" 21
DOOR JAMB SCALE: 3" = 1'-0" 22
HEAD (JAMB SIM). SCALE: 3" = 1'-0" 23
JAMB TO WOOD1 SCALE: 3" = 1'-0" 24
6" = 1'-0"
4 BASE
THRESHOLD.
SCALE: 3" = 1'-0" 11
N
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E
VISIO
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FILLE
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6/11/2024, 5:41:14 PM
MONT-B23-000-264
URINALS
1. Urinals shall be the stall-type or the wall-hung type with the rim 17 inches maximum above the finish floor or ground. Urinals shall be 13½ inches deep minimum measured from the outer-face of the urinal rim to the back of the fixture. [11B-605.2]
2. A clear floor or ground space complying with Section 11B-305 positioned for forward approach shall be provide. [11B-605.3]
LAVATORIES AND SINKS
1. A clear floor space complying with Section 11B-305, positioned for a forward approach, and knee and toe clearance complying with Section 11B-306 shall be provided. [11B-606.2]
2. A parallel approach complying with Section 11B-305 shall be permitted to a kitchen sink in a space where a cook top or conventional range is not provided and to wet bars. [11B-606.2 Exception 1]
3. Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34 inches maximum above the finish floor or ground. [11B-606.3]
4. Controls of faucets shall comply with Section 11B-309.
5. Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. [11B-606.5]
6. Lavatories, when located adjacent to a side wall or partition, shall be a minimum of 18 inches to the centerline of the fixture. [11B-606.6]
7. Sinks shall be 6½ inches deep maximum. [11B-606.7] Knee clearance at lavatories shall comply with 11B-306.3.
GRAB BARS
1. Grab bars with circular section shall have an outside diameter of 1¼ inches minimum and 2 inches maximum. Grab bars with non-circular cross section shall have a cross-section dimension of 2 inches maximum and a perimeter dimension of 4 inches minimum and 4.8 inches maximum. [11B-609.2]
2. The space between the wall and the grab bar shall be 1½ inches. The space between the grab bar and projecting objects below and at the ends shall be 1½ inches minimum. The space between the grab bar and projecting above shall be 12 inches minimum. The space between the grab bars and shower controls, shower fittings, and other grab bars above shall be permitted to be 1½ inches minimum.
3. Grab bars shall be installed in a horizontal position, 33 inches minimum and 36 inches maximum above the finish floor measured to the top of the gripping surface.
4. Grab bars and any wall or other surfaces adjacent to grab bars shall be free of sharp or abrasive elements and shall have rounded edges. [11B-609.5]
5. Grab bars shall not rotate within their fittings. [11B-609.6]
6. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds is applied at any point on the grab, fastener, mounting device, or supporting structure. [11B-609.8]
DIVISION 7: COMMUNICATION ELEMENTS AND FEATURES
SIGNS
1. Raised characters shall comply with 11B-703.2 Raised characters and shall be duplicated in Braille complying with 11B-703.3 Braille. Raised characters shall be installed in accordance with 11B-703.4 Installation Height and Location. §11B-703.2
a. Raised characters shall be 1/32" minimum above their background. §11B-703.2.1 b. Characters shall be uppercase. §11B-703.2.2
c. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. §11B-703.2.3
d. Characters shall be selected from fonts where the width of the uppercase letter "O" is 55 60 percent minimum and 110 percent maximum of the height of the uppercase letter "I". § 11B-703.2.4
e. Characters height measured vertically from the baseline of the character shall be 5/8” minimum and 2” maximum based on the height of the uppercase letter “I”. §11B-703.2.5 f. Stroke thickness of the uppercase letter “I” shall be 15 percent maximum of the height of the character. §11B-703.2.6
g. Character spacing shall be measured between the two closest points of adjacent raised characters within a message, excluding word spaces. Where characters have rectangular cross sections, spacing between individual raised characters shall be 1/8” minimum and 4 times the raised characters stroke width maximum. Where characters have other cross sections, spacing between individual raised characters shall be 1/16” minimum and 4 times the raised characters stroke width maximum at the base of the cross section, and 1/8” inch minimum and 4 times the raised character stroke width maximum at the top of the cross sections. Characters shall be separated from raised borders and decorative elements 3/8” minimum. §11B-703.2.7
h. Spacing between the baselines of separate lines of raised characters within a message shall be 135 percent minim and 170 percent maximum of the raised character height. § 11B-703.2.8
i. Text shall be in a horizontal format. §11B-703.2.9
2. Braille shall be contracted (Grade 2) and shall comply with 11B-703.3 Braille and 11B-703.4 Installation Height and Location. §11B-703.3
a. Braille dots shall have a domed or rounded shape and shall comply with Table 11B-703.3.1 The indication of an uppercase letter or letters shall only be used before the first word of sentences, proper nouns and names, individual letters of the alphabet, initials, and acronyms. §11B-703.3.1
b. Braille shall be positioned below the corresponding text in a horizontal format, flush left or centered. If text is multi-lined, Braille shall be placed below the entire text. Braille shall be separated 3/8” minimum and ½” maximum from any other tactile characters and 3/8” minimum from raised borders and decorative elements. §11B-703.3.2
3. Signs with tactile characters shall comply with 11B-703.4 Installation Height and Location. § 11B-703.4
a. Tactile characters on signs shall be located 48 inches minimum above finish floor or ground surface, measured from baseline of the lowest tactile character Braille cells and 60 inches maximum above finish floor or ground surface, measured from the baseline of the highest tactile character line of raised characters. §11B703.4.1 (See exception) b. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactile sign is provided at double doors with one active leaf, the sign shall be located on the inactive leaf. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right hand door Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18 inches minimum by 18 inches minimum, centered on the tactile character, is provided beyond the arc of any door swing between the closed position and 45 degree open position. Where permanent identification signage is provided for rooms and spaces they shall be located on the approach side of the door as one enters the room or space. Signs that identify exits shall be located on the approach side of the door as one exits the room or space. 11B-703.4.2 (See exception)
4. Visual characters shall comply with the following, except where visual characters comply with 11B-703.2 Raised Characters and are accompanied by Braille complying with 11B-703.3 Braille, they shall not be required to comply with 11B-703.5.2 through 11B-703.5.6, 11B-703.5.8 and 11B-703.5.9:
a. Characters and their background shall have a non-glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. §11B-703.5.1
b. Characters shall be uppercase or lowercase or a combination of both. §11B-703.5.2 c. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. §11B-703.5.3 d. Characters shall be selected from fonts where the width of the uppercase letter “O” is 55 60 percent minimum and 110 percent maximum of the height of the uppercase letter “I”. § 11B-703.5.4
e. Minimum character height shall comply with Table 11B-703.5.5 Viewing distance shall be measured as the horizontal distance between the character and an obstruction preventing further approach towards the sign. Character height shall be based on the uppercase letter “I”. §11B-703.5.5 (See exception)
f. Visual characters shall be 40 inches minimum above the finish floor or ground. § 11B-703.5.6 (See exceptions)
g. Stroke thickness of the uppercase letter “I” shall be 10 percent minimum and 20 percent maximum of the height of the character. §11b-703.5.7
h. Character spacing shall be measured between the two closest points of adjacent characters, excluding word spaces. Spacing between individual characters shall be 10 percent minimum and 35 percent maximum of character height. §11B-703.5.8 i. Spacing between the baselines of separate lines of characters within a message shall be135 percent minimum and 170 percent maximum of the character height. §11B-703.5.9 j. Text shall be in a horizontal format. §11B-703.5.10
5. Pictograms shall comply with the following:
a. Pictograms shall have a field height of 6 inches minimum. Characters and Braille shall not be located in the pictogram field. §11B-703.6.1
b. Pictograms and their fields shall have a non-glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. § 11B-703.6.2
c. Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall comply with 11B-703.2 Raised Characters, 11B-703.3 Braille and 11B-703.4 Installation Height and Location. §11B-703.6.3
6. Symbols of accessibility and their background shall have a non-glare finish. Symbols of Accessibility shall contrast with their background with either a light symbol on a dark background or a dark symbol on a light background. §11B-703.7.1
7. Symbols shall comply with the following:
a. The International Symbol of Accessibility shall comply with Figure 11B-703.7.2.1 ISA. The symbol shall consist of a white figure on a blue background. The blue shall be Color No. 15090 in Federal Standard 595B. §11B-703.7.2.1 (See exception) b. The International Symbol of TTY shall comply with Figure 11B-703.7.2.2. c. Telephones with a volume control shall be identified by a pictogram of a telephone handset with radiating sound waves on a square field such as shown in figure 11B-703.7.2.3. d. Assistive listening systems shall be identified by the International Symbol of Access for Hearing Loss complying with Figure 11B-703.7.2.4.
e. Edges of signs shall be rounded chamfered or erased. Corners of signs shall have a minimum radius of 1/8 inch. §11B-703.7.2.6.4
E. SPECIAL ROOMS, SPACES, AND ELEMENTS
F. BUILT-IN ELEMENTS
DINING SURFACES AND WORK SURFACES
(Note or show on the plans)
1. The tops of dining surfaces and work surfaces shall be 28 inches minimum and 34 inches maximum above the finish floor or ground. §11B-902.3
2. 2. Where food or drink is served for consumption at a counter exceeding 34 inches in height, a portion of the main counter 60 inches minimum in length shall be provided in compliance with 11B-902.3. §11B-226.3
DIVISION 3 – BUILDING BLOCKS
FLOOR OR GROUND SURFACE
1. Floor and ground surfaces shall be stable, firm, and slip resistant. §11B-302.1
2. Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile height shall be ½ inch maximum. § 11B- 302.2, Figure 11B-302.2
3. Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposed edge. Carpet edge trim shall comply with 11B-303 changes in level. Per 11B-302.2
CHANGES IN LEVEL
4. Vertical changes in level for floor or ground surfaces may be 1/4" high max. and without edge treatment. Changes in level greater than 1/4" and not exceeding 1/2" in height shall be beveled with a slope not steeper than 1:2. Per 11B-303, Figures 11B-303.2 & 11B-303.3
5. Changes in level greater than ½" in height shall be ramped and shall comply with the requirements of 11B-405 Ramps or 11B-406 Curb Ramps as applicable.
§11B-303
TURNING SPACE
1. Floor or ground surfaces of a turning space shall be level with slopes not steeper than 1:48. [11B-304.2]
2. Circular turning space shall be a space of 60 inches diameter minimum with knee and toe clearance complying with Section 11B-306. [11B-304.3.1] 3. T-Shaped turning space shall be a space within 60 inch square minimum with arms and base 36 inches wide minimum. Each arm of the T shall be clear of obstructions 12 inches minimum in each direction and the base shall be clear of obstructions 24 inches minimum. [11B-304.3.2]
CLEAR FLOOR OR GROUND SPACE
1. Clear floor or ground spaces shall meet the requirements of 11B-302 Floor or Ground Surfaces and shall not have changes in level except for slopes not steeper than 1:48 (2.083%). §11B-305
2. Clear floor or ground space shall be 30" minimum by 48" minimum. §11B-305.3, Figure 11B-305.3
3. Clear floor or ground spaces shall be positioned for either forward or parallel approach to an element unless otherwise specified. One full unobstructed side of the clear floor or ground space shall adjoin an accessible route or adjoin another clear floor or ground space. §11B-305.5, § 11B-305.6, Figure §11B-305.5
4. Clear floor or ground space may include knee and toe clearance complying with 11B-306 knee and Toe Clearance unless otherwise specified. §11B-305.4
KNEE AND TOE CLEARANCE
10. For built-in dining required to be accessible, toe clearance shall be provided that is 30 inches in width and 9 inches in height above the finish floor or ground for a depth of 19 inches minimum. § 11B-306.2.1
11. Space extending greater than 6" beyond the available knee clearance at 9" above the finish floor or ground shall not be considered toe clearance. §11B-306.2.4
12. Toe clearance shall extend 19 inches maximum under lavatories for toilet and bathing facilities and 25 inches maximum under other elements. §11B-306.2.2
13. At lavatories in toilet and bathing facilities, knee clearance shall be provided that is 30 inches in width for a depth of 11 inches at 9 inches above the finish floor or ground and for a depth of 8 inches at 27 inches above the finish floor or ground increasing to 29 inches high minimum above the finish floor or ground at the front edge of a counter with a built-in lavatory or at the front edge of a wallmounted lavatory fixture. §11B-306.3.3, Figure 11B-306.3(c)
14. At dining and work surfaces required to be accessible, knee clearance shall be provided that is 30 inches in width at 27 inches above the finish floor or ground for a depth of at least 19 inches. §11B-306.3
15. Knee clearance shall extend 25" maximum under an element at 9" above the finish floor or ground. §11B-306.3.2
PROTRUDING OBJECTS
16. Except for handrails, objects with leading edges more than 27 inches and less than 80 inches above the finish floor or ground shall protrude no more than 4 inches horizontally into the circulation path. Handrails may protrude 4½ inches maximum. §11B-307.2, Figure 11B-307.2
17. Freestanding objects mounted on posts or pylons shall overhang circulation paths no more than 12 inches when located from 27 to 80 inches above the finish floor or ground. §11B-307.3, Figure 11B-307.3(a)
18. Protruding objects shall not reduce the clear width required for accessible routes. §11B-307.5
19. Lowest edge of a sign or other obstruction, when mounted between posts or pylons separated with a clear distance greater than 12 inches, shall be less than 27 inches or more than 80 inches above the finish floor or ground. §11B-307.3, Figure 11B-307.3(b)
20. Edge of signs or other objects, when mounted on posts or pylons with their bottom edges less than 80" above the floor or ground surface, shall be rounded or eased and the corners shall have a minimum radius of 1/8". §11B-307.3.1
21. Vertical clearance shall be at least 80 inches high on circulation paths except at door closer's and door stops, which may be 78 inches minimum above the finish floor or ground. §11B-307.4
REACH RANGES
22. Electrical controls and switches intended to be used by the occupant of a room or area to control lighting and receptacle outlets, appliances or cooling, heating and ventilating equipment shall be located within allowable reach ranges. Low reach shall be measured to the bottom of the outlet box and high reach shall be measured to the top of the outlet box. § 11B-308.1.1
23. Electrical receptacle outlets on branch circuits of 30 amperes or less and communication system receptacles shall be located within allowable reach
ranges. Low reach shall be measured to the bottom of the outlet box and high reach shall be measured to the top of the outlet box. §11B-308.1.2.
24. High forward reach that is unobstructed shall be 48 inches maximum and the low forward reach shall be 15 inches minimum above the finish floor or ground. §11B-308.2.1, Figure 11B-308.2.1
25. High forward reach shall be 48 inches maximum where the reach depth is 20 inches or less and 44 inches maximum where the reach depth exceeds 20 inches.
High forward reach shall not exceed 25 inches in depth. §11B-308.2.2, Figure 11B-308.2.2
26. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. §11B-308.2.2
27. High side reach shall be 48 inches maximum and the low side reach shall be 15 inches minimum above the finish floor where the side reach is unobstructed or the depth of any obstruction does not exceed 10 inches. §11B-308.3.1, Figure 11B-308.3.1
28. High side reach shall be 46 inches maximum above the finish floor or ground where the high side reach is over an obstruction more than 10 inches but not more than 24 inches in depth. § 11B-308.3.2, Figure 11B-308.3.2
29. Obstructions for high side reach shall not exceed 34 inches in height and 24 inches in depth. § 11B-308.3.2, Figure 11B-308.3.2
30. Operable parts on accessible elements, accessible routes, and in accessible rooms and spaces shall be provided a clear floor or ground space complying with 11B-305 Clear Floor or Ground Space and be placed within one or more of the reach ranges specified in 11B-308 Reach Ranges. § 11B-309.2
31. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. Force required to activate operable parts shall be 5 pounds maximum. § 11B-309.4
32. Not Used.
33. Elements that are exempt from all requirements for operable parts requirements include electrical or communication receptacles serving a dedicated use; floor electrical receptacles; HVAC diffusers, exercise machines and exercise equipment and those operable parts intended for use only by service or maintenance personnel. §11B-205.1
34. Except for light switches, where redundant controls are provided for a single element, one control in each space shall not be required to comply with Section 11B-309 Operable Parts. §11B-205.1
DIVISION OPERABLE PARTS
1. Operable parts shall be placed within one or more of the reach ranges and the clear floor or ground space 30 inches by 48 inches minimum. [11B-309.2 and 11B-309.3]
2. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds maximum, except gas pump nozzles. [11B-309.4]
DIVISION 4 - ACCESSIBLE ROUTES
DOORS, DOORWAYS, AND GATES
1. There shall be no projections into the required clear opening width lower than 34" above the finish floor or ground. Projections into the clear opening width between 34" and 80" above the finish floor or ground shall not exceed 4". §11B-404.2.3
2. Not used.
3. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 11B-309.4 Operation. Operable parts of such hardware shall be 34 inches minimum and 44 inches maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be
exposed and usable from both sides. §11B-404.2.7
4. Door and gate closing speed shall comply with the following:
a. Door closer and gate closer shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position 12 degrees from the latch is 5 seconds minimum. §11B-404.2.8.1
b. Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum. § 11B-404.2.8.2
5. The force for pushing or pulling open a door or gate other than fire doors shall be as follows: § 11B-404.2.9
a. Interior hinged doors and gates: 5 pounds maximum.
b. Sliding or folding doors: 5 pounds maximum.
c. Required fire doors: the minimum opening force allowable by the appropriate administrative authority, not to exceed 15 pounds.
d. Exterior hinged doors: 5 pounds maximum.
6. Swinging door and gate surfaces within 10 inches of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. §11B-404.2.10
7. Doors and side lights adjacent to doors and gates, containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one glazed panel located 43" maximum above the finish floor. §11B-404.2.11
DIVISION 6 – PLUMBING ELEMENTS AND FACILITIES
TOILET AND BATHING ROOMS
1. Turning space shall be provided with the room and shall comply with Section 11B-304. [11B-603.2.1]
2. Required clear floor spaces, clearance at fixtures, and turning space shall be permitted to overlap. [11B-603.2.2]
3. Doors shall not swing into the clear floor space or clearance required for any fixture. Other than the door to the accessible water closet compartment, a door in any position may encroach into the turning space by 12 inches maximum. [ 11B-603.2.3]
4. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40 inches maximum above the finish floor or ground. Mirrors not located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35 inches maximum above the finish floor or ground. [11B-603.3]
5. Coat hooks shall be located within one of the reach ranges specified in Section 11B-308. Shelves shall be located 40 inches minimum and 48 inches maximum above the finish floor. Medicine cabinets shall be located with a usable shelf no higher than 44 inches maximum above the finish floor. [11B-603.4]
WATER CLOSETS AND TOILET COMPARTMENTS
1. The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 17 inches minimum to 18 inches maximum from the side wall or partition, except that water closet shall be 17 inches minimum and 19 inches maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in Section 11B-604.8.2.
Water closets shall be arranged for a left-hand or right-hand approach. [11B-604.2]
2. Clearance around a water closet shall be 60 inches minimum measured perpendicular from the side wall and 56 inches minimum measured perpendicular front he rear wall. A minimum 60 inches wide and 48 inches deep maneuvering space shall be provided in front of the water closet. [11B-604.3.1]
3. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. [11B-604.3.2]
4. The seat height of a water closet above the finish floor shall be 17 inches minimum and 19 inches maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position.
Seats shall be 2 inches high maximum. [11B-604.4]
5. Grab bars shall be provided on the side wall closet to the water closet and on the rear wall. [11B-604.5]
6. The side wall grab bar shall be 42 inches long minimum, located 12 inches maximum from the rear wall and extending 54 inches minimum from the rear wall with the front end positioned 24 inches minimum in front of the water closet. [11B-604.5.1]
7. The rear wall grab bar shall be 36 inches long minimum and extend from the centerline of the water closet 112 inches minimum on one side and 24 inches minimum on the other side. [11B-604.5.2]
8. Toilet paper dispenser shall comply with Section 11B-309.4 and shall be 7 inches minimum and 9 inches maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be below the grab bar, 19 inches minimum above the finish floor and shall not be located behind grab bars.
9. Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep minimum for floor mounted water closets measured perpendicular to the rear wall. [11B-604.8.1.1]
10. In a wheelchair accessible compartment with an end-opening door, either in-swinging or outswinging, 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] 1X WOOD STUDS AT
16" O.C.
1 LAYERS OF 5/8" TYPE "X"
GYP. BOARD
R-13 INSULATION
PROFORM QUICK SET
FS -90 COMPOUND
7" MAX DIAMETER
CONDUIT, STEEL PIPE,
OR COPPER TUBING
EXISTING 3/8" RADIUS AT
END OF BASE TILE
6" HIGH BASE TILE
1/2" RADIUS AT BOTTOM
OF BASE TILE
CERAMIC TILE OVER
CONCRETE SLAB
EXISTING WALL FINISH
PER PLAN
EXISTING CONCRETE
6"
INTERIOR EXTERIOR
DOOR
NEW LVT FLOORING
CONCRETE SLAB
JAMB BEYOND
METAL THRESHOLD
1/2" MAX
1/4" MAX.
HALLWAY RESTROOM
DOOR
NEW LVT FLOORING
FIRBER R
A
P
P
R
O
X.
2 1/2"
JAMB BEYOND
NEW STONE THRESHOLD
1/2" MAX.
NEW TILE
1/2" MAX.
CONCRETE SLAB
MULTI PURPOSE
ROOM
WEIGHT ROOM
DOOR
NEW LVT FLOORING
JAMB BEYOND
METAL THRESHOLD
1/2" MAX.
FIBER REINFORCED
CONCRETE
1/2" RUBBER FLOORING
Edward
Lok Ng
C-16840
REN.11/30/25
L ICENSED ARCHITECT
STAT E OF CA L I FORN IA
C lient :
C onsult ant :
C A
D Draft :
Archit ect :
Engineer:
Job Num ber:
Dat e Issue:
C lient :
Desi
gner: Ar c h it e c t u r e
In t e r io r sP la n n in g
1511 C ot
a Ave. Long B each, C A 90 8 13 Tel. 56 2 - 9 12 - 7 9 0 0 These drawings and ac c om panying, as inst rum ent s of service, are t he exc lusive proper t y of t he Ar chit ec t and t heir use and public at ion shall be rest r ic t ed t o t he original sit e f or whic h t hey were prepared. Re- use, reproduc t ion or public at ion by any m et hod, in whole or part , is prohibit ed by wr it t enperm ission f rom t he Archit ec t . Tit le t o t hese plans and spec if icat ions shall rem ain wit h t he Arc hit ect wit hout prejudice, and visual wit h t hem shall c onst it ut e pri m a f ac ie eveidence of accept anc e of t hese rest r ic t ions.
AHJ STAMP APPROVAL
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached(Recovery).rvt5/9/2024 4:02:15 PM 115 S. TAYLOR, MONTEBELLO, 90640
A5.1
3 00 21- 2 7 - 2 0 2 2MONTEB ELLOJSJSLN
SENIOR CENTER RENOVATION
MONTEBELLO SENIOR CENTER
C IT
Y OF MONTEB ELL
O
AC C ESSIB LE DETAILS Approver
GENERAL ACCESSIBILITY.
FIRE WALL PENETRATION 1
BASE TILE SCALE: 3" = 1'-0" 3
THRESHOLD A SCALE:1 1/2" = 1'-0" 4
THRESHOLD B SCALE:1 1/2" = 1'-0" 5
THRESHOLD C SCALE:1 1/2" = 1'-0" 6
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1. ALL LUMBER SHALL BE NO. 2 GRADE MARKED DOUGLAS FIR LARCH FOR VERTICAL MEMBERS AND NO. 1 DOUGLAS FIR FOR HORIZONTAL MEMBERS INCLUDING 4 X POSTS OR LARGER.
2. PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARDS PS-I DOUGLAS FIR NO. 1 OR "CDX" WHEN NOTED ON DRAWINGS AND SHALL BE INSPECTED BEFORE BEING COVERED.
3. WOOD SILLS SHALL BE PRESSURE-TREATED DOUGLAS FIR, U.N.O. WHEN THEY ARE IN CONTACT WITH CONCRETE OR MASONRY WITHIN 48" OF THE GROUND.
4. GALVANIZED NAILS SHALL BE USED FOR EXTERIOR WOOD. ALL NAILS SHALL BE COMMON WIRE OR GALVANIZED BOX FOR SHEAR WALLS AND DIAPHRAGMS.
5. ALL FINISH WOOD, EXTERIOR AND INTERIOR, SHALL BE NAILED WITH FINISH NAILS AND COUNTERSUNK.
6. DO NOT CUT STRUCTURAL MEMBERS FOR PIPES, ETC., UNLESS SPECIFICALLY DETAILED OR STATED IN THE CODE.
7. FIRE STOPS: PROVIDE BLOCKING AT ALL INTERSECTIONS OF STUD WALLS TO FLOOR, STAIRS, CEILING, ROOF, AND FURRED SPACES.
8. ALL LUMBER SHALL BE DOUGLAS FIR LARCH TYPE.
9. PROVIDE STANDARD PLATE WASHERS FOR BOLTS BEAR ON WOOD. U.N.O.
10. JOISTS AND RAFTERS SHALL BE BLOCKED WITH 2 X @ 8'-0" O.C. MAX.
11. DOUBLE FLOOR JOISTS WHERE THEY ARE PARALLEL TO PARTITIONS.
1. CONCRETE SHALL BE 3,500 PSI AT 28 DAYS,
CONCRETE IS DESIGNED FOR 2500 PSI, NO SPECIAL INSPECTION IS REQUIRED.
2. CONCRETE: 1 PART CEMENT, 2 1/2 PARTS SAND, AND 3 1/2 PARTS 3/4" DIA.
ROCK. TOTAL WATER SHALL NOT EXCEED 7 GALLONS PER SACK OF CEMENT.
3. GROUT: 1 PART CEMENT, 3 PARTS SAND, 2 PARTS 3/8" DIA. MAXIMUM PEA GRAVEL OR APPROVED EQUAL.
4. CEMENT SHALL BE TYPE V PORTLAND "S" PER ASTM C-150.
5. CONTRACTOR TO PROVIDE SUBMITTAL FOR APPROVAL
1. REINFORCED STEEL SHALL CONFORM TO ASTM A615, GRADE 40 FOR SIZES #3 AND #4 GRADE 60 FOR SIZES #5 AND LARGER.
2. WELDED FABRIC (MESH) SHALL CONFORM TO THE LATEST REVISED ASTM A185.
SMOOTH WIRE FABRIC SHALL CONFORM TO ASTM A85 YIELD STRENGTH 60 KSI
3. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS (2'-0" MIN.) AT ALL SPLICES UNLESS NOTED OTHERWISE.
4. ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS (2'-0" MIN.) AT ALL SPLICES UNLESS NOTED OTHERWISE.
5. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED 4'-0" MINIMUM. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE LATEST EDITION OF CALIFORNIA BUILDING CODE.
1. MASONRY UNITS SHALL CONFORM TO A.S.T.M. C90, GRADE N. COMPRESSIVE DESIGN STRENGTH F'm =1500 P.S.I.
2. GROUT SHALL BE PROPORTIONED BY VOLUME OF ONE PART PORTLAND CEMENT AND 3 PARTS SAND.
3. MORTAR SHALL HAVE PROPORTIONS OF ONE PART PORTLAND CEMENT, 1/4 PART LIME PUTTY AND 3-1/2" PARTS SAND BY VOLUME.
4. ALL CELLS CONTAINING REINFORCING STEEL INCLUDING CELLS BELOW GRADE SHALL BE FULL GROUTED.
5. PROVIDE GROUT STOP AS REQUIRED.
6. DEPUTY INSPECTION IS NOT REQUIRED FOR MASONRY CONSTRUCTION, UNLESS OTHERWISE NOTED.
1. JOIST TO SOIL OR GIRDER, TOE NAIL--------------------------------------------------------- 3-8d
2. BRIDGING TO JOIST, TOE NAIL EACH END--------------------------------------------------- 2-8d
3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST, FACENAIL-------------------------------- 2-8d
4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST, FACE NAIL----------------------- 3-8d
5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL----------------------- 2-16d
6. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL-------------------------- 16d @ 16" 0.C.
7. TOP PLATE TO STUD, END NAIL-------------------------------------------------------------- 2-16d
8. STUD TO SOLE PLATE----------------------------------- 4-8d, TOENAIL OR 2-16d, END NAIL
9. DOUBLE STUDS, FACE NAIL---------------------------------------------------------16d @ 24" O.C.
10. DOUBLE TOP PLATES, FACE NAIL------------------------------------------------16d @16" O.C.
11. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL------------------------------ 2-16d
12. CONTINUOUS HEADER, TWO PIECES---------- 16d @ 16" O.C. ALONG EACH EDGE
13. CEILING JOISTS TO PLATE, TOE NAIL--------------------------------------------------------- 3-8d
14. CONTINUOUS HEADER TO STUD, TOE NAIL------------------------------------------------- 4-8d
15. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL------------------------------- 3-16d
16. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL-------------------------------- 3-16d
17. RAFTER TO PLATE, TOE NAIL------------------------------------------------------------------- 3-8d
18. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL-------------------------------------- 2-8d
19. 1" x 8" SHEATHING TO EACH BEARING, FACE NAIL------------------------------------- 2-8d
20. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL------------------ 3-8d
21. BUILT-UP CORNER STUDS---------------------------------------------------------16d @ 24" O.C.
22. DOUBLE TOP PLATES, LAP SPLICE-------------------------------------------------------- 8-16d
23. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATES, TOE NAIL-- 3-8d
24. BUILT-UP GIRDER AND BEAMS---------- 20d @ 32" O.C. @ TOP AND BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE.
25. RIM JOIST TO TOP PLATE, TOE NAIL---------------------------------------------8d @ 6" O.C.
1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING WORK, REPORTING ANY DISCREPANCIES TO THE DESIGNER.
2. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS ON THE DRAWINGS.
3. THE DRAWINGS ARE THE PROPERTY OF THE DESIGNER.
4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE OF LOCAL CODES AND ORDINANCES.
5. WORKER'S COMPENSATION INSURANCE:
CONTRACTOR AND SUB-CONTRACTOR SHALL PURCHASE AND MAINTAIN,
COMPLETE COVERAGE TO PROTECT THE CLAIMS UNDER WORKERS
COMPENSATION ACTS, AND SHOW PROOF THEREOF.
6. UTILITY SERVICES: CONTRACTORS AND SUB-CONTRACTORS SHALL CONFIRM
LOCATIONS OF UTILITIES AND NOTIFY ALL PERSONS WORKING ON SITE OF EXISTING UTILITIES. CONTRACTOR SHALL LOCATE AND IDENTIFY ACTIVE UTILITY
SERVICES AND TEMPORARY DE-ACTIVATE THEM WHEN THEY CONSTITUTE A HAZARD. LOCATION OF GAS, ELECTRIC AND WATER METERS TO CONFORM WITH UTILITY COMPANY REQUIREMENTS.
7. PROTECT EXISTING CONSTRUCTION FINISHES, ADJACENT PROPERTY, PLANTING AND TREES. PROTECT THE WORK FROM RAIN AND OTHER NATURAL ELEMENTS.
REPAIR, REFINISH, OR REPLACE ANY ITEMS DAMAGED DURING CONSTRUCTION.
8. TEMPORARY ELECTRIC AND WATER SERVICES FURNISHED AND PAID FOR BY THE CONTRACTOR.
9. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET IN ACCORDANCE WITH LOCAL ORDINANCES IF NO EXISTING TOILET AVAILABLE ON SITE.
10. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT HIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE DESIGNER HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGNER.
2x CONT. PLATE
PRESSURE TREATED
OR CALIF. REDWOOD
0.145" DIA. x 3" SHOT PINS
@ 4'-0" O.C. MAX.
ITW-RAMSET "1500" (I.C.C.
#ESR-1799) OR EQ.
5/8" +/- GYP. BD. CEMENT
BACKER BD & TILE
EXISTING 2x CLG.
JOIST @ 16" O.C.
NEW 2"x CONTINOUS
BLOCKING
DOUBLE 2x TOP PLATE
NEW CEILING
2x4 @ 16" O.C. WOOD
STUDS.
(2x6 WHERE NOTED)
6" THICK CONCRETE
2ND FLOOR SLAB
(N) SIMPSON CLIP
"STC" @ 4'-0" O.C.
VERTICAL
SLOTTED HOLES
(N) 3-16d EA. END
NEW C.J.
(N) 2x BLOCKING
AT 4'-0" O.C.
(N) 2-2x PLATES
(N) STUDS @ 16" O.C.
(N) FINISH
CEILING JOISTS
PERPEN. TO WALL
(E) C.J. @ 16" O.C.
(N) "STC" CLIP
@ 4'-0" O.C.
1" GAP
1" GAP
NOTE: LOCATE NAILS AT TOP OF SLOTTED HOLES OF CLIP "STC" 1 1/2"
NEW 5/8" GYP. BD.
NEW 2x4 PLATE
CONT. PRESSURE
TREATED W/ 1/4" DIA X 3"
SHOT PIN @ 32" O.C. TYP.
(ITW-RAMSET 1524 SDB)
NEW 2x4 STUDS
@ 16" O.C.
CONCRETE FLOOR
*
* USE 2X6 STUDS AT PLUMBING WALLS AND WHERE HEIGHT EXCEEDS 10 FT.
EA. END
2 -2x TOP PLATES
(MAY BE OMITTED IF WALL HAS
PLYWOOD)
1x6 LET-IN BRACE @ 25' +/- & ENDS 3-8d
EA. END TO PLATE 2-8d TO EA. STUD
LINTEL
DOOR
TRIMMER
FLOOR
LINE
LINTEL
TRIMMER
2 x SILL
SPLICE
3-20d
TYP.
16d @
12" O.C.
WINDOW
2x STUDS
@ 16" O.C.
6-16d
TYP. SPLICE
4'-0" MIN. LAP
"A34" F.A." TYP. AT
EXTERIOR
OPENINGS EXCEPT
WHERE HOLDOWN
OCCURS
BOTTOM PLATE
LINTEL SIZE SCHEDULE
4" STUDS 6" STUDS MAX ALLOW SPANS TRIMMER
4x4
4x6
4x8
4x10
4x12
4x6
6x6
6x8
6x10
6x12
4'-0"
6'-0"
8'-0"
10'-0"
12'-0"
UNLESS
OTHERWISE
NOTED OR
DETAILED
2x MIN.
2x MIN.
3x MIN.
3x MIN.
4x MIN.
2X STUD WALL
5/8" MOISTURE RESISTANT
HIGH IMPACT GYP. BD.
4X SOLID BLOCKING.
ATTACH TO WOOD STUD
W/ A34 @ TOP AND BOTTOM
@ EACH END
NOTCHES WITHIN 1/3 SPAN EACH END
THIRD OF SPAN BUT BORED HOLES ARE PERMITTED
NOTCHES NOT PERMITTED WITHIN MIDDLE
BORED HOLES ALSO PERMITTED
2 x SOLID BLOCKING
(EXCEPT WHERE ENDS OF JOISTS
ARE NAILED TO A HEADER, BAND
OR RIM JOIST OR TO ANY ADJOINING
STUD)
NOTCH AT ENDD/4MAX.D/6MAX.D/3MAX.2" MIN.
JOISTS DEPTH "D"
FLOOR JOIST
D/6MAX.
D/3MAX.
2" MIN.
BORED HOLES - MAXIMUM SIZE HOLE.
40% OF WIDTH
2 x 4 - 1.4" (1 3/8") DIA. HOLE
2 x 6 - 2.2" (2 3/16") DIA. HOLE
BORED HOLES IN DOUBLE STUDS - MAXIMUM
SIZE HOLE IN DOUBLE STUDS - 60% OF WIDTH
NO MORE THAN TWO ADJOINING DOUBLE
STUDS TO BE BORED.
2 x 4 - 2.1" (2 1/8") DIA. HOLE
2 x 6 - 3.3" ( 3 5/16") DIA. HOLE
NOTCHES - MAXIMUM DEPTH 25% OF WIDTH
2 x 4 - .87" (7/8") DEEP NOTCH
2 x 6 - 1.37" (1 3/8") DEEP NOTCH
*
* 5/8" MIN.
EDGE
DISTANCE
STUD
EXTERIOR WALLS AND BEARING WALLS
NOTE: BORED HOLES AND NOTCH DETAILS APPLY TO NEW AND EXISTING WALLS BORED HOLES - MAXIMUM SIZE HOLE.
60% IF WIDTH
2 x 4 - 2.1" (2 1/8") DIA. HOLE
2 x 6 - 3.3" (3 5/16") DIA. HOLE.
NOTCHES - MAXIMUM DEPTH.
40% IF WIDTH
2 x 4 - 1.4" (1 3/8") DEEP NOTCH
2 x 6 - 2.2" (2 3/16") DEEP NOTCH
* PORTION OF STUD REMAINING AT NOTCHES
OR HOLES SHALL BE SOUND WOOD WITHOUT
EXCESSIVE STRENGTH-REDUCING
PROPERTIES SUCH AS KNOTS, BREAKS, SPUTS
EXCESSIVE SLOPE OF GRAIN. ETC.
STUD
* 5/8" MIN.
EDGE
DISTANCE
*
WIDTH
CONC. SLAB
SAWCUT (E)
6" TYP. 6" TYP.
EQ EQ
(N) #4 REBAR DOWELS @ 36" O.C.
STAGGERED WITH 5/8" DIA
DRILL, EPOXY "SET-XP" SPECIAL
INSPECTION IS REQUIRED.
(E) CONC. SLAB
(12" MIN.)
SEE PLAN
(N) COMPACTED 3" MIN.
MOIST SAND
(N) PIPE OR CONDUIT WHERE
OCCURS
Edward
Lok Ng
C-16840
REN.11/30/25
L ICENSED ARCHITECT
STAT E OF CA L I FORN IA
C lient :
C onsult ant :
C A
D Draft :
Archit ect :
Engineer:
Job Num ber:
Dat e Issue:
C lient :
Desi
gner: Ar c h it e c t u r e
In t e r io r sP la n n in g
1511 C ot
a Ave. Long B each, C A 90 8 13 Tel. 56 2 - 9 12 - 7 9 0 0 These drawings and ac c om panying, as inst rum ent s of service, are t he exc lusive proper t y of t he Ar chit ec t and t heir use and public at ion shall be rest r ic t ed t o t he original sit e f or whic h t hey were prepared. Re- use, reproduc t ion or public at ion by any m et hod, in whole or part , is prohibit ed by wr it t enperm ission f rom t he Archit ec t . Tit le t o t hese plans and spec if icat ions shall rem ain wit h t he Arc hit ect wit hout prejudice, and visual wit h t hem shall c onst it ut e pri m a f ac ie eveidence of accept anc e of t hese rest r ic t ions.
AHJ STAMP APPROVAL
G:\Project Files\3002 Montebello Senior Ctr Remodel\01-Drawings\01-Revit\3-CD\Montabello Senior Ctr__detached(Recovery).rvt5/9/2024 4:02:17 PM 115 S. TAYLOR, MONTEBELLO, 90640
A5.23 00 2 1- 2 7 - 2 0 2 2 MONTEB ELLO JSJSLN SENIOR CENTER RENOVATION MONTEBELLO SENIOR CENTER C IT
Y OF MONTEB ELL
O
DETAILS
Approver
CARPENTRY
CONCRETE
REINFORCED STEEL
MASONRY
NAILING SCHEDULE
GENERAL
STRUCTURAL NOTES
TYPICAL STUD WALL 18
NON BEARING WALL 13
NON-STRUCTURAL WALL 14
FRAMING DETAIL 9
BLOCKING AT WALL 10
1" = 1'-0" 16 CUTTING, NOTCHING AND BORING
1" = 1'-0" 15 EXT. BEARING WALL1" = 1'-0"
11 INT. NON BEARING
(MINIMUM)
SAWCUT DTL. 5 CONCRETE SLAB 1
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3/14/2024, 3:20:13 PM
MONT-B23-000-264-ELEC
2023 Los Angeles
County
Electrical Code
3/14/2024, 3:20:13 PM
MONT-B23-000-264-ELEC
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MONT-B23-000-264-ELEC
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MONT-B23-000-264-ELEC
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CITY OF MONTEBELLO
CALIFORNIA
CONTRACT DOCUMENTS
SPECIFICATIONS
FOR
SENIOR CENTER RENOVATION PROJECT AT 115 S. TAYLOR AVENUE C.P. No. 925
FUNDED THROUGH FEDERAL COMMUNITY DEVELOPMENT BLOCK GRANT 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/CITY ENGINEER
Bid Opening (Electronic Bid through PlanetBids): September 10, 2024 at 11:00 A.M.
City of Montebello
Office of the City Clerk
1600 W. Beverly Boulevard
Montebello, CA 90640
ATTACHMENT B
SENIOR CENTER RENOVATION PROJECT AT 115 S. TAYLOR AVENUE C.P. No. 925
IN THE CITY OF MONTEBELLO
BID SCHEDULE
• Bid Period - August 16, 2024 to September 10, 2024 at 11:00 A.M.
• Questions or Request for Information - August 29, 2024 on or before 12:00 P.M. • Bid Opening - September 10, 2024 at 11:00 A.M.
• Award of Contract (Tentative) - September 25, 2024
• Commence Construction – Phase 1/2 - October 1, 2024
• Complete Construction – Phase 1 - 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 September 10, 2024.
These Specifications have been prepared
under the direction of:
____________________________________
Cesar Roldan, Director of Public Works
The image part with relationship ID rId11 was not found in the file.
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 City Engineer’s office at (323) 887-1200, ext. 462.
Cesar Roldan
Director of Public Works
SENIOR CENTER RENOVATION PROJECT AT 115 S. TAYLOR AVENUE C.P. No. 925
IN THE CITY OF MONTEBELLO
TABLE OF CONTENTS
NOTICE INVITING SEALED BIDS A-1 to A-3
INSTRUCTIONS TO BIDDERS B-1 to B-3
BID PROPOSAL C-1 to C-23
CONTRACT AGREEMENT D-1 to D-21
TECHNICAL SPECIFICATIONS APPENDIX “A”
DEPARTMENT OF INDUSTRIAL RELATIONS (DIR)
CONTRACTOR REGISTRATION NUMBER FORM APPENDIX “B”
FEDERAL COMMUNITY DEVELOPMENT BLOCK GRANT APPENDIX “C”
GENERAL DECISION NUMBER: CA20240022
PREVAILING WAGER DETERMINATION APPENDIX “D”
A-1
NOTICE INVITING BIDS
FOR
SENIOR CENTER RENOVATION PROJECT AT 115 S. TAYLOR AVENUE C.P. No. 925
IN THE CITY OF MONTEBELLO
PUBLIC NOTICE IS HEREBY GIVEN that the City of Montebello as AGENCY, invites bids for the above stated project and will receive such bids through PlanetBids (https://www.montebelloca.gov/cms/One.aspx?portalId=58756&pageId=61544) by 11:00 A.M. on September 10, 2024.
SCOPE OF WORK: The work to be performed or executed under these specifications consists of furnishing all materials, equipment, tools, labor, and incidentals as required by the contract documents to construct the above stated project. It is the intent of this contract to have the contractor perform the “Project”, and other appurtenances in accordance with the latest adopted edition of the Building Code, the 2021 Standard Plans for Public Works Construction (SPPWC), 2021 Standard Specifications for Public Works Construction “Greenbook” (referred to as Standard Specification), 2023 Caltrans Standard Plans and Specifications unless otherwise shown.
CONTRACT DOCUMENTS:
Copies of the contract documents and specifications are available through PlanetBids.
In order to be on the Planholder List for this project, each bidder must submit a Bidders Information Sheet through PlanetBids. Bids will not be accepted unless the bidder is on the Planholder List. All questions from plan holders must be sent through PlanetBids.
Questions: All questions related to this project prior to the opening of bids shall be submitted electronically and received no later than 12:00 P.M. on August 29, 2024.
PREVAILING WAGE:
Prevailing wage requirements apply to public works projects with a value exceeding $1,000.00. The definition of “public works” is found at Labor Code Section 1720, et seq.
Pursuant to Section 1770, et seq., of the California Labor Code, the Contractor shall pay the general prevailing rate of per diem wages as determined by the Director of the Department of Industrial Relations of the State of California for the locality where the work is to be performed. A copy of said wage rates is available on-line at: B-2 http://dir.ca.gov/OPRL/DPreWageDetermination.htm.
The Contractor and any subcontractors shall pay not less than said specified rates and shall post a copy of said wage rates at the project site. Federal Labor Standards Provisions, including prevailing wage requirements of the Davis-Bacon and Related Acts will be enforced. In the event of a conflict between Federal and State wages rates, the higher of the two will prevail.
A-2
LABOR COMPLIANCE:
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.
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.
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.
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 under 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.
Bids must be prepared on the approved Proposal forms in conformance with the “Instructions to Bidders” and submitted electronically. 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.
Bidders must hold a valid California Class B Contractor’s 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.
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.
A-3
The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids, under advisement for a period of sixty (60) days.
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. Construction of the Senior Center must be completed before the end of December 2024.
BY ORDER OF: The City of Montebello, California
_____________________________
Christopher Jimenez, City Clerk
B-1
INSTRUCTIONS TO BIDDERS
FOR
SENIOR CENTER RENOVATION PROJECT AT 115 S. TAYLOR AVENUE C.P. No. 925
IN THE CITY OF MONTEBELLO
PROPOSAL FORMS
Bids shall be submitted directly through PlanetBids
(https://www.montebelloca.gov/cms/One.aspx?portalId=58756&pageId=61544) and contractors must use the Proposal forms provided by the AGENCY (contained within these contract specifications). 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 be forfeited to the AGENCY. The proposal guarantees for all bidders will be held until the successful bidder has properly executed all contract documents.
DELIVERY OF PROPOSAL
Bids shall be submitted directly through PlanetBids
(https://www.montebelloca.gov/cms/One.aspx?portalId=58756&pageId=61544) by 11:00 A.M. on September 10, 2024. It is the bidder’s responsibility to ensure the bids have been successfully submitted through PlanetBids. 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 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
B-2
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 bid amounts will be deemed and held to include any and all such applicable taxes.
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 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 considers 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
B-3
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.
C-1
PROPOSAL
FOR
SENIOR CENTER RENOVATION PROJECT AT 115 S. TAYLOR AVENUE C.P. No. 925
IN THE CITY OF MONTEBELLO
TO THE CITY OF MONTEBELLO, as “AGENCY” or “City”
In accordance with the City’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 City 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 City 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
CITY 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 City’s notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the City and this bid and the acceptance hereof may, at the City’s option, be considered null and void.
C-2
BID PROPOSAL
FOR
SENIOR CENTER RENOVATION PROJECT AT 115 S. TAYLOR AVENUE C.P. No. 925
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 SCHEDULE
ITEM
NO. DESCRIPTION EST QTY UNIT UNITPRICE TOTAL
1 Mobilization and Bonding 1 LS
2 Renovate the existing restroom, for ADA
compliance. Provide new
plumbing fixtures, toilet partitions, toilet
accessories, tile walls-flooring,
exhaust fans, lighting, paint, etc. 1 LS
3 Provide ADA compliance in the area of new
work. 1 LS
4 Provide new flooring, ceiling, lighting, new
ducting, painting of interior
renovation work. 1 LS
C-3
5 At the entrance to the area of work, provide new
entry doors. 1 LS
6 Remove the existing stage, selected interior
walls, and kitchen to create a
larger exercise room, computer room, and
meeting room. 1 LS
7 Remove existing ceiling tiles to raise the ceiling
as high as possible re-route
existing pipes, ducts, and conduits as needed to
raise the ceiling. 1 LS
8 Replace existing lights with new LED light
fixtures. 1 LS
9 Level depressed slab at the existing storage
room.
1 LS
TOTAL AMOUNT BASE BID SCHEDULE IN FIGURES
TOTAL AMOUNT BID IN WORDS _____________________________________________ _____________________________________________________________________________ _______________________________________________________________________Dollars _____________________________________________________________________________ Bidder’s Signature Title
_____________________________________________________________________________ Company Name
C-4
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.
C-5
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 of 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
C-6
Name:
_______________________________________
City, State
C-7
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:
____________________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________
C-8
(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 of the 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.
C-9
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.
C-10
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.
C-11
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 StateZip 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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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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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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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:
b. grant b. initial award b. material change
c. cooperative agreement c. post-award
d. loan For Material Change Only:
e. loan guarantee year _____ quarter _________
f. loan insurance date of last report __________
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 a. retainer
b. one-time fee
12. Form of Payment (check all that apply): c. commission a. cash d. contingent fee
b. in-kind; specify: nature______________ e deferred
value _____________ 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 available for 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
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 the full 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.
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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 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 and telephone 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
SENIOR CENTER RENOVATION PROJECT AT 115 S. TAYLOR AVENUE C.P. No. 925
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
SENIOR CENTER RENOVATION PROJECT AT 115 S. TAYLOR AVENUE C.P. No. 925
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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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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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
(SAMPLE)
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
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6. Addendums
7. General Specifications and all referenced specifications
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 Proposal 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 with 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 a sum 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
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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%) 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 CITY may 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 forty-five (45) 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:
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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.
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 “A” 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).
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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 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.
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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.
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 with 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
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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 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 additionalnamed insureds on a policy or policies of insurance providing and maintaining the coverages set forth in the Insurance Schedule attached hereto as Exhibit A. CITY shall have the right to hold
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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 impractical 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:
(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.
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4. After meet and confer, a disputed claim remaining shall be submitted to nonbinding 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.
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
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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.
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.
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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: Director of Public Works / 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 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.
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CITY OF MONTEBELLO
By: ___________________________________
Mayor
Date: _________________________________
ATTEST:
______________________________________
City Clerk
APPROVED AS TO FORM
_______________________________________
City Attorney
CONTRACTOR
By:
___________________________________
Date:
__________________________________
By:
___________________________________
Date:
__________________________________
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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 nonowned 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
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worker’s compensation as required by the California Labor Code for all persons directly or indirectly in connection with this Contract.
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
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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
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, which is 100% of the amount of the Contact,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.
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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 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: __________________________________
Title: ________________________________
Surety
By: __________________________________
Title: ________________________________
Date: ________________________________
Date: ________________________________
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 correct, 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--
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
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)
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-- AND –
(Proof of signature authorization or power of attorney must be attached) APPROVED AS TO FORM:
_________________________
City Attorney
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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..
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, 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
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Department from the wages of employees of the contractor and subcontractors pursuant to Section 13020 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: _________________________________
Title: ________________________________
Surety
By: _________________________________
Title: ________________________________
Date: ________________________________
Date: ________________________________
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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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
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
APPENDIX “A”
TECHNICAL SPECIFICATIONS
SPECIFICATIONS FOR
MONTEBELLO SENIOR CENTER
REMODEL
CITY OF MONTEBELLO, CALIFORNIA
PREPARED FOR:
THE CITY OF MONTEBELLO, CALFORNIA
June 28, 2024
PREPARED BY:
BOA Architecture
1511 Cota Avenue
Long Beach, CA 90813
(562) 912-7900
DOCUMENT 000101
PROJECT TITLE PAGE
MONTEBELLO SENIOR CENTER 000101
REMODEL
Title : Montebello Senior Center Remodel
Client Agency : CITY OF MONTEBELLO
1600 W Beverly Blvd.
Montebello, CA 906400
CONTACT: Nam Tram
P: (323) 887-1200 x1473
E: [email protected]
Location : 115 S. Taylor,
Montebello, CA 90640
Project Manager : Nam Tran
Assistant Engineer
1600 W Beverly Blvd.
Montebello, CA 90640
Consultant : Edward Lok Ng, Architect
BOA Architecture
1511 Cota Avenue
Long Beach, CA 90813
Tel: 562-912-7900
Tel: 310-832-2681
DOCUMENT 000102
TABLE OF CONTENTS
MONTEBELLO SENIOR CENTER 000102 - 1
REMODEL
INTRODUCTORY INFORMATION
Document 000100 Cover Page
Document 000101 Project Title Page
Document 000102 Table of Contents
SCHEDULE, CLAUSES AND ATTACHMENTS, AND SOLICITATION
REQUIREMENTS
Issued separately by the City
SPECIFICATIONS
DIVISION 1 - GENERAL REQUIREMENTS
Section 01 1000 Summary of Work
Section 01 2976 Progress Payment Procedures
Section 01 3300 Submittal Procedures
Section 01 3543 Environmental Procedures
Section 01 4000 Quality Requirements
Section 01 5000 Temporary Facilities and Controls
Section 01 6000 Product Requirements
Section 01 7300 Execution
Section 01 7419 Construction Waste Management Disposal
Section 01 7704 Closeout Procedures and Training
Appendix A Construction and Demolition Waste Management Plan See Appendix A at the end of these specifications for the City Of Montebello’s Plan
DIVISION 2 – EXISTING CONDITIONS
Section 024119 Selective Structure Demolition
DIVISION 3 – CONCRETE
Section 03 1000 Concrete Forming-Accessories
Section 03 2000 Concrete Reinforcement
Section 03 3000 Cast-In-Place Concrete
DIVISION 4 – MASONRY – NOT USED
DIVISION 5 – METALS – NOT USED
DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES
Section 06 1000 Rough Carpentry
Section 06 2000 Finish Carpentry
Section 06 6116 Solid Surfacing Fabrication
Section 06 6513 Rubber Base
Section 06 6116 Vinyl Composition Tile
DOCUMENT 000102
TABLE OF CONTENTS
MONTEBELLO SENIOR CENTER 000102 - 2
REMODEL
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
Section 07 1000 Dampproofing
Section 07 2100 Building Insulation
Section 07 2600 Vapor Barriers
Section 07 9200 Joint Sealants
DIVISION 8 - OPENINGS
Section 08 1113 Hollow Metal Doors & Frames
Section 08 5113 Aluminum Windows
Section 08 7100 Door Hardware
Section 08 8000 Glazing
DIVISION 9 – FINISHES
Section 09 2800 Cement Board
Section 09 2900 Gypsum Board
Section 09 3000 Tile
Section 09 6518 Rubber Flooring
Section 09 6519 Vinyl Composite Tile
Section 09 9123 Interior Painting
DIVISION 10 - SPECIALTIES
Section 10 1414 Signage
Section 10 2115 Toilet Compartments
Section 10 2813 Toilet Accessories
DIVISION 11 – EQUIPMENT – NOT USED
DIVISION 12 – FURNISHINGS – NOT USED
DIVISION 13 - SPECIAL CONSTRUCTION – NOT USED
DIVISION 14 - CONVEYING EQUIPMENT – NOT USED
DIVISION 21 – FIRE SUPPRESSION – NOT USED
DIVISION 22 – PLUMBING
Section 22 0513 Basic Plumbing Material and Methods
Section 22 0522 Common Work Results for Plumbing
Section 22 1116 Domestic Water Piping
Section 22 1319 Sanitary Waste Piping Specialties
Section 22 4000 Plumbing Fixtures and Equipment
DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING Section 23 0500 Common Work Results for HVAC
Section 23 0593 Testing, Adjusting, and Balancing for HVAC Section 23 0713 Duct Insulation
Section 23 0800 HVAC Systems Commissioning
Section 23 3000 Ductwork
Section 23 3713 Diffusers, Registers, and Grilles
Section 23 5732 HVAC Equipment
DOCUMENT 000102
TABLE OF CONTENTS
MONTEBELLO SENIOR CENTER 000102 - 3
REMODEL
DIVISION 25 – INTEGRATED AUTOMATION – NOT USED
DIVISION 26 – ELECTRICAL
Section 26 0500 - Common Work Results Electrical
Section 26 0513 - Basic Electrical Materials and Methods Section 26 0519 - Low Voltage Wires
Section 26 2726 - Wiring Devices
Section 26 5100 - Lighting
DIVISION 27 – COMMUNICATIONS – NOT USED
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY – NOT USED DIVISION 31 – EARTHWORK – NOT USED
DIVISION 32 – EXTERIOR IMPROVEMENTS – NOT USED
DIVISION 33 – UTILITIES – NOT USED
END OF DOCUMENT
SECTION 01 1000
SUMMARY OF WORK
MONTEBELLO SENIOR CENTER 01 1000 - 1
REMODEL
GENERAL
1.1 SCOPE
A. 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 restroom facilities, including all incidental work described in the contract documents.
B. The scope of work is contained in the contract documents.
C. The scope of work includes, but is not limited to the following:
1. Renovate the existing restroom, for ADA compliance. Provide new plumbing fixtures, toilet partitions, toilet accessories, tile walls-flooring, exhaust fans, lighting, paint, etc.
2. Provide ADA compliance in the area of new work.
3. Provide new flooring, ceiling, lighting, new ducting, painting of interior renovation work.
4. At the entrance to the area of work, provide new entry doors.
5. Remove the existing stage, selected interior walls, and kitchen to create a larger exercise room, computer room, and meeting room.
6. Remove existing ceiling tiles to raise the ceiling as high as possible re-route existing pipes, ducts, and conduits as needed to raise the ceiling.
7. Replace existing lights with new LED light fixtures.
8. Level depressed slab at the existing storage room.
D. All work shall be in accordance with applicable codes and local regulations that may apply. In case of conflict in or between the Contract Documents and a governing code or ordinance, the more stringent standard as determined by the Engineer shall apply.
1.2 MISCELLANEOUS CONTRACT EXPENSES
A. The Contractor must include in its bid the cost fees or charges payable to State, local, or special community development agencies unless otherwise stated in the General Requirements. Contractor will be required to obtain building permits from the City’s Building Department as this is a City Public Works Project.
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTIONI (Not used)
SECTION 01 1000
SUMMARY OF WORK
MONTEBELLO SENIOR CENTER 01 1000 - 2
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END OF SECTION
SECTION 01 2976
PROGRESS PAYMENT PROCEDURES
MONTEBELLO SENIOR CENTER 01 2976 - 1
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PART 1 - GENERAL
1.1 SUMMARY
A. This Section specifies administrative and procedural requirements for a certified Application for Payment.
1. Coordinate the certified Schedule of Values and certified Application for Payment with, but not limited to, the Construction Schedule, submittal log, and list of Subcontractors.
1.2 RELATED REQUIREMENTS:
A. Section 01 3300 – Submittal Procedures.
B. Section 01 7704 – Closeout Procedures and Training.
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTION
3.01 APPLICATION FOR PAYMENT
A. Each certified Application for Payment shall be consistent with previous applications and payments as reviewed by Engineer, paid for by City, and:
1. The initial Application for Payment and Final Application for Payment at time of Substantial Completion involve additional requirements.
B. Payment Application Times: The period of Work covered by each Application for Payment is payment date for each progress payment as specified in the General Conditions. The period covered by each Application for Payment is previous month.
C. Payment Application Forms: Use City provided forms for the Application for Payment.
D. Application Preparation: Complete every entry on the form. Include execution by a person authorized to sign legal documents on behalf of General Contractor.
Engineer will return incomplete applications without action.
E. Transmittal: Submit a minimum of one signed and original copies of each certified Application for Payment to Engineer. All copies shall be complete, including releases and similar attachments.
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1. Transmit each copy with a transmittal form listing attachments and recording appropriate information related to the application, in a manner acceptable to Engineer.
F. Initial Application for Payment within 60 days of issuance of Notice to Proceed:
Administrative actions and submittals, that must precede or coincide with submittal for first certified Application for Payment include, but are not limited to, the following:
1. Certified Schedule of Values.
2. Performance and payment bonds.
3. List of principal suppliers and fabricators.
4. Worker Compensation certificates, if applicable.
5. Auto Insurance, if applicable.
6. Hazardous Material Insurance Certificates, if applicable.
7. Construction Schedule.
8. Submittal Schedule.
9. Emergency Contact List.
10. Copies of authorizations and licenses from governing authorities for performance of Work.
11. Certified Payroll (Submitted directly to Labor Compliance in electronic format as specified by City including hard copy).
G. Applications for Payment: Administrative actions and submittals that must precede or coincide with submittal of Progress Applications for Payment include, but are not limited to, the following:
1. Certified Payroll (submitted directly to Labor Compliance in electronic format as specified by City including hard copy).
2. Updated and current Project Record Drawings (as-built).
3. Monthly Construction Schedule (updated, submitted and approved).
4. Approved Schedule of Values.
5. List of Subcontractors (Payments Summary).
H. Final Application for Payment at Substantial Completion: Following Engineer issuance of certificate of Substantial Completion, submit an Application for Payment:
1. Administrative actions, submittals and/or Work that shall precede or coincide with this application include:
a. Occupancy permits and similar approvals by authorities having legal jurisdiction over Work.
b. Removal of temporary facilities and services.
c. Testing, adjusting and balance records.
d. Removal of surplus materials, rubbish, and similar elements. e. Meter readings.
f. Start-up performance reports.
g. City personnel training and orientations.
h. Operating and maintenance instruction manuals.
i. Preliminary Warranties, guarantees and maintenance agreements. j. Delivery of extra materials, products and or stock.
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k. Change over information related to City occupancy, use, operation, and maintenance.
l. Final cleaning.
m. Ensure that Work is completed.
n. Advise on shifting insurance coverage.
o. List of defective Work, recognized as exceptions to certificate of Substantial Completion.
p. Change of door locks, including keys, to City system. q. Certified Payroll (submitted directly to Labor Compliance in electronic format as specified by the City including hard copy).
r. Certification that all benefit contributions due and owing to appropriate union trusts has been paid by General Contractor and Subcontractors, as specified by the Project Stabilization Agreement (PSA) and Article
6.49 of the General Conditions.
s. Waivers and releases for General Contractor.
Payment amount to be based on actual quantities of work completed and unit bid prices. Total bid item quantities completed x unit bid price.
END OF SECTION
SECTION 01 3300
SUBMITTAL PROCEDURES
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PART 1 - GENERAL
1.1 Schedule of Submittals
A. Within 30 days after receiving a Notice to Proceed, the Contractor must submit a Schedule of Submittals, in the format indicated below, in duplicate, listing all items that must be furnished for review and approval by the Engineer. The schedule must indicate the type of items (such as sample, shop drawings, catalog cut, and so forth) and include the scheduled dates of submittal. In preparing the schedule, adequate time (10 days or more exclusive of time in the mail) must be allowed for review and approval and possible resubmittal. Also, the schedule must be coordinated with the approved construction progress chart. The Contractor must revise and/or update the schedule monthly. Such revised schedules must be submitted to the Engineer for approval.
B. During bidding and within 30 days after receiving a Notice to Proceed, the Contractor must complete and submit to the Engineer a listing of all subcontractors, including subcontractor name, address, telephone number, fax number and email address. Include an updated list with each progress payment request.
C. Schedule of Submittals Format
Project
Contract No.
Project
Description
Spec.
Section
Spec.
Description
Paragraph
Number
*Submittal
Type
Date Action
Taken
Assigned
Number
Submittal Returned
*Submittal Type:
C – Certificate CD – Catalog Data
S – Sample PL – Spare Parts List
SD – Shop Drawing MM – Maintenance Manual
1.2 Shop Drawings and Related Data
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SUBMITTAL PROCEDURES
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A. Prior to submittal, the Contractor must stamp and sign the submittal to indicate that it is in accordance with the contract documents without deviation and has been reviewed and approved by the Contractor. The Contractor must make any corrections required by the Engineer. If the Contractor considers any correction indicated on the drawings to constitute a change to the contract drawings or specifications, notice must be given to the Engineer. Four prints of all approved shop drawings must be given to the Engineer. The approval of the drawings by the Engineer must not be construed as a complete check but indicates only that the submittal appears to comply with the contract documents. Approval of the shop drawings does not relieve the Contractor of responsibility for any error that may exist because the Contractor is responsible for the dimensions and for satisfactory construction of all work. The submission by the Contractor must be accompanied by a transmittal letter in a format approved by the Engineer.
1.3 Material, Equipment, and Fixture Lists
A. When required by the technical provisions, lists of materials, equipment, and fixtures must be submitted by the Contractor in accordance with the requirements specified for shop drawings. The lists must be supported by sufficient descriptive material, such as catalogs, cuts, diagrams, and other data published by the manufacturer, as well as by evidence of compliance with safety and performance standards, to demonstrate conformance to the specification requirements.
Catalog numbers alone are not acceptable. The data must include the name and address of the nearest service and maintenance organization that regularly stocks repair parts. No consideration will be given to partial lists submitted from time to time. Approval of materials and equipment is tentative, subject to submission of complete shop drawings indicating compliance with the contract documents.
1.4 Certificates of Compliance
A. Any certificates required for demonstrating proof of compliance of materials with specification requirements, including statements of application, and extended guarantees, must be signed and submitted in quadruplicate to the Engineer at least 10 days before delivery. The Contractor must review all certificates before submissions are made to the Engineer, to ensure compliance with the contract specification requirements and to ensure that the affidavit is properly signed.
Each certificate must be signed by an official authorized to certify on behalf of the manufacturing company and must contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates must contain the name and address of the testing laboratory and the dates of tests to which the report applies. Certification must not be construed as relieving the Contractor from furnishing satisfactory
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SUBMITTAL PROCEDURES
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material if, after tests are performed on selected samples, the material is found not to meet the specific requirements.
1.5 Review of Submittals
A. When submittals are reviewed by others, each submittal must be returned to the Engineer stamped and signed or marked in one of the following ways:
1. A Action: The Contractor is advised that "A Action" means that fabrication, manufacture, or construction may proceed, provided the work complies with the contract documents.
2. B Action: The Contractor is advised that "B Action" means that fabrication, manufacture, or construction may proceed, provided the work complies with the notations and the contract documents.
3. C Action: The Contractor is advised that "C Action" means that no work may be fabricated, manufactured, or constructed and that the Contractor must make a new submittal. Any submission marked "C Action" is not permitted on the site.
B. The "A Action" or "B Action" submittals must be returned to the Engineer. The Contractor is responsible for obtaining prints of them and for distributing them to the field and to subcontractors.
C. In the case of shop drawings in the form of manufacturers' descriptive literature, catalog cuts, and brochures stamped "A Action" or "B Action," returned to the Engineer, the Contractor is responsible for distributing them to the field and to the subcontractors. If the shop drawings are stamped "C Action," the Engineer will provide copies to the Contractor, who must submit new shop drawings to the Engineer.
D. In the case of samples stamped "A Action" or "B Action," the Engineer will provide one of the samples to the Contractor. In the case of samples stamped "C Action," all of the submitted samples must be returned.
1.6 Spare Parts Data
A. Spare parts data must be submitted in quadruplicate.
1.7 Schedule of Values
A. The Contractor must submit a construction cost breakdown using the City provided Schedule of Values. When applicable, a separate cost breakdown form must be submitted for each separate building. However, the total cost of site work for each facility must be included in the cost estimate breakdown for each restroom building and exterior work. The number of items provided on the Systems Construction Cost Estimate Breakdown form are the minimum required.
Additional subdivision of these items may be used by the Contractor.
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SUBMITTAL PROCEDURES
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B. Submit the construction cost breakdown after contract award to the Engineer.
C. Do not delete items from the Schedule of Values form. However, expand the schedule “Description of Work” as necessary to allow evaluation of work or to make progress payments.
D. If the contract price changes, the Schedule of Values must be revised to reflect the change(s) and forwarded to the Engineer.
E. A current Schedule of Values must accompany all Contractor Requests for Payment.
F. See following exhibit for Schedule of Values.
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTION (Not used)
END OF SECTION
SECTION 01 3543
ENVIRONMENTAL PROCEDURES
MONTEBELLO SENIOR CENTER 01 3543 - 1
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PART 1 - GENERAL
1.1 Scope
A. The work covered by this section consists of furnishing all labor, material, and equipment and performing all work required for compliance with environmental regulations and preventing pollution during, and as a result of, construction operations under this contract, in addition to those measures set forth in other technical provisions of these specifications.
B. The Contractor and subcontractors must comply with all applicable environmental federal, state, local environmental, health and safety laws and regulations.
1.2 Notification
A. The Contractor must, after receiving a notice of noncompliance with the foregoing provisions, immediately take corrective action. The notice, when delivered to its Contractor or its authorized representative at the site of the work, is deemed sufficient for this purpose. If the Contractor fails or refuses to comply promptly, the Engineer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost because of any such stop orders may be made the subject of a claim for extension of time or for excess costs or damages by the Contractor unless it is subsequently determined that the Contractor was in compliance.
1.3 Environmental Regulatory Compliance
A. Within 30 days after receiving the notice to proceed or not less than 15 days prior to commencing on-site work, the Contractor must submit any environmental documents that are required by federal, state or local environmental regulations.
Plans must be approved by the Engineer prior to commencing on-site work and must describe and include, but is not limited to, the following
1. Waste Minimization and Management Plan must describe how natural resources potentially impacted by construction will be protected or managed; construction wastes will be stored and disposed of or recycled; and pollutants associated with building materials will be controlled. The waste minimization and management section of the plan must also list materials and construction debris to be recycled, and address the disposal of solid and hazardous wastes and materials, including asbestos and leadbased paint. It must also include tables applicable to the reclamation of chlorofluorocarbons (CFCs) and hydrochlorofluorocarbons (HCFCs) in accordance with the City recycling code and 1.4 (B) below.
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2. Environmental Compliance Plan must document NEPA compliance by describing mitigation measures to address environmental concerns/sensitive receptors identified in the National Environmental Policy Act (NEPA) document(s) in Section B. 1500, Attachments, and as set out in the mitigation measures in the General Requirements.
1.4 Environmental Site Controls
A. Location of Hazardous Materials: The location of the Contractor’s temporary storage of any hazardous materials and/or wastes must be appropriately marked and included in the health and Safety Plan (see Section 1.5 below).
B. Post Construction Cleanup or Obliteration: The Contractor must remove and properly dispose of all signs of temporary construction facilities such as haul roads, work area, structures, foundations of temporary structures, excess or waste materials, or any other vestiges of construction as directed by the Engineer. No separate or direct payment may be made for post construction cleanup and all associated costs must be considered included in the contract price.
C. Dust Control: The Contractor must keep the site free from dust in accordance with applicable regulations.
D. Noise Minimization: The Contractor must perform demolition and construction operations to minimize noise including conducting work during less sensitive hours of the day in accordance with the City of Montebello Noise Ordinance.
1.5 Health and Safety
A. Prior to commencing on-site work, the Contractor must submit an Occupational Safety and Health Administration (OSHA) Emergency Action Plan (EAP) to the Engineer to demonstrate compliance by the Contractor and subcontractors with applicable OSHA regulations. If the Contractor is not required by OSHA to develop a written EAP, i.e., if 10 or fewer are employed for the construction project or any other specific regulations identified by OSHA, then the Contractor shall submit to the Engineer a signed letter stating the Contractor shall meet OSHA's EAP requirements in a verbal communication to all employees.
B. Copies of Material Safety Data Sheets (MSDSs) for any hazardous material(s), as defined by OSHA's Hazard Communications Standard, must be included whenever such materials arrive on-site. MSDSs must be kept together and maintained centrally on-site through to project completion. Provide a copy of each MSDS in the Operating and Maintenance Manual. The use of asbestos containing materials, in excess of one percent as defined by US Environmental Protection Agency regulations, is prohibited in the construction of this project.
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ENVIRONMENTAL PROCEDURES
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Provide an executed copy of the “Certificate of Asbestos and Lead-Based Paint (New Work)” in the Operating and Maintenance Manual.
C. The use of lead-based paint is prohibited in the construction of this project.
D. The use of lead-containing solder for plumbing and plumbing fixtures is prohibited in the construction of this project.
E. The Contractor must sign and submit to the Engineer a “Certification of Asbestos and Lead-Based Paint” for this project.
F. See following exhibits for additional information.
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTION (Not used)
END OF SECTION
SECTION 01 3543
ENVIRONMENTAL PROCEDURES
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Safety and Health and Related Environmental Requirements The Contractor is required to meet all applicable OSHA, federal, state, and local safety, health, and related environmental requirements in addition to the City requirement listed in this table.
Issue City Requirements
Asbestos Review of Facility Asbestos Survey: Before any building maintenance, equipment installation, renovation, alteration, demolition, or other project begins, determine whether ACBM will be disturbed.
Proper Work Practices: If ACBM is present, follow proper control procedures and work practices.
Consultation With Facility Asbestos Coordinator: Consult with the facility manager or his or her designee before the start of any work likely to disturb ACBM. Disturbance means activities that crumble or pulverize ACBM or presumed asbestos-containing material (PACM) or generate visible debris. Operations may include drilling, abrading, cutting a hole, pulling cable, and crawling through tunnels or attics and spaces above the ceiling where asbestos is actively disturbed or asbestos-containing debris is actively disturbed.
Asbestos Work Authorization: You must have an approved Form 8210, Work Authorization - Asbestos, before work begins within any building containing asbestos.
Barricades,
Barriers, and
Warnings
Your barricades must meet the OSHA requirements. In addition, you assume control of your work area during your activities unless otherwise specified in writing by the City Engineer (CE) or City Engineer's representative (CER).
Confined Spaces Confined space work must meet the OSHA requirements. You must have a comprehensive confined space program that includes a written program, employee training, entry and testing equipment, and rescue capabilities.
If you require access to confined space requiring a permit, then the trained, designated City representative must review and approve the project and permit. Entry into other confined spaces must be in accordance with OSHA regulations.
Electrical Work Lock or rope off work areas involving exposed energized equipment or have an attendant present to prevent accidental contact by unqualified people. Refer to the Barricade section of this guideline for additional information.
Elevated Work and
Fall Protection
Follow strictly the applicable OSHA fall protection requirements.
Excavation All excavations 4 feet or more in depth must be properly shored or sloped and meet all OSHA requirements.
Before any digging or drilling commences, inform the City COR and call Dig Safe or its local equivalent to determine whether any underground utilities are located in the work area. Submit
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ENVIRONMENTAL PROCEDURES
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documentation that these notifications have been performed. You must not begin digging or drilling until you have verified that underground utilities have been identified and are properly marked so that work may be accomplished in a safe manner.
Fire Protection Do not block, remove, or otherwise prevent City fire extinguishers from being immediately accessible and usable.
If a system must be impaired by a scheduled shutdown, notify the Engineer and do not proceed without the Engineer’s authorization.
Hazard
Communication
Inform the Engineer before any chemicals are used. Before materials are brought on site, provide material safety data sheets (MSDSs) and an inventory of materials. For projects that are anticipated to use substantial quantities of hazardous materials, you may be required to provide a routing, storage, and waste disposal plan.
Hazardous
Materials
Follow all OSHA requirements regarding hazardous materials.
Hazardous materials include, but are not limited to, flammable and combustible liquids, gasoline, diesel fuel, motor oil, lubricating oil, hydraulic oil, corrosive cleaners, and battery acid.
Provide secondary containment for all containers of liquids that are over 5 gallons in capacity.
Immediately report all hazardous material releases ("spills"), regardless of how small or where they occur, to the designated Engineer. Releases include solids, liquids, and gases.
Hot Work Do not begin any hot work until the Engineer has completed and signed a City Hot Work Permit. The permit will be valid for only a single work shift. You must display the permit at the work site.
You are prohibited from performing hot work (a) when the City has not authorized it, (b) in locations in which fire protection systems have been impaired, (c) in the presence of explosive or flammable atmospheres, or (d) in locations were large quantities of flammable and combustible materials are unprotected.
Powered Industrial
Trucks
Powered industrial trucks and other mobile equipment must follow all traffic rules of the City facility. The maximum speed limit for in-plant powered vehicles is 5 miles per hour. Many work areas have posted speed limits that you must strictly follow. Perform refueling only in authorized locations following safe procedures.
As a general rule, the City does not allow gas- or diesel-powered industrial equipment inside City facilities. Coordinate exceptions to the rule through the City safety office.
Ladders Strictly follow all OSHA requirements regarding ladders. Barricade the ladder use area to prevent contact with mobile equipment and employees.
Lead-Based Paint Review of Facility Lead Survey: Before any construction, alterations, and/or repair activities begin, determine whether LBP will be disturbed. If the painted surface has not been tested, you must have
SECTION 01 3543
ENVIRONMENTAL PROCEDURES
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it tested before beginning any activities that could potentially disturb LBP.
Proper Work Practices: If LBP is present, follow proper control procedures and work practices.
Consultation With Engineer: Consult with the Engineer before the start of any work likely to disturb LBP. Examples of activities that may affect LBP include paint removal by scraping, sanding, power tools, or heat guns; alterations that include removing drywall, structural steel, or other building materials coated with LBP; welding, cutting, or other hot work on coated metal surfaces; abrasive blasting of mail boxes and other equipment; and moving or cleaning of abrasive blasting enclosures.
Lockout/Tagout Provide a copy of your lockout/tagout procedures, which must meet or exceed the OSHA Lockout/Tagout standard. You will be given access to and must review the City lockout/tagout program.
If you encounter a City lockout/tagout device that prevents the continuation of work, do not make any attempts to remove, tamper with, or bypass the devices. Contact the Engineer and make arrangements to have the lockout device removed in accordance with City lockout removal policies.
Personal Protective
Equipment
Before beginning work, evaluate the work area for hazards, determine whether contract employees will be required to use personal protective equipment (PPE) to protect themselves from these hazards, and document the hazard assessment.
Wear the PPE required regardless of your perception of hazard potential.
Regulated And
Prohibited Materials
Pesticides. The City has restricted the use of pesticides. Obtain prior approval of the City environmental compliance coordinator for special cases that may require the use of pesticide treatments.
Seventeen Chemical Prohibition. Adhere to chemical prohibition policies. Do not use on City property any of the 17 chemicals prohibited by EPA unless the Engineer authorizes its use (each of these chemicals must be authorized separately). The district environmental compliance coordinator can supply the list.
Asbestos-Free Products. Install no asbestos-containing products or materials in City facilities.
Lead. Apply no lead-based paint in City facilities.
Scaffolding Follow strictly the applicable OSHA scaffolding requirements.
Provide adequate barrier protection around the scaffolding to prevent hazards to City staff.
Walking and
Working Surfaces
If the project requires temporary modifications to the means of egress, inform the Engineer before performing such actions, provide appropriate alternative means of egress, and communicated these to all employees.