Agenda packet — Montebello City Council, May 28, 2025 (part 3 of 5)

UPUP
101MULTI-PURPOSE HALL
102GYM
103COMPUTER POOL
104WOMEN'S
105MEN'S
107STORAGE
107STORAGE
108HALLWAYS
5'-6" 31'-7"
2'-9"10'-6"2'-9"
16'
3'-4"
D1
T - 3
D2
108HALLWAYS
108HALLWAYS
2' 12'2'
4'4' 5'4'-6"
4"12'-3"
4'-7"5'2'-4"9'-4"5'6" 6"
6"
8'-10"13'-7"8'-10"43'-9"
36'-3"
9'-3"8'-2"9'-5"
1'-1"10"5'1'-10" 5'-8"1'-6"1'-6"
3'-4"10"D5D6
D3
D4
D10
D8D9 W1
W2
W3
W4
6" 6" 7"8'-3"6"8'-2"8'-11"
26'-4"8'-10"11'-2"
29'3'
17'-9"4'4'-4"
8'-8"5'-7"
14'-9"
8'-4"5'-2"5'4'-6"4"3' 5'-3"
1'-2"3'-1"8'-9"
T - 2
T - 3
T - 2T - 2 T - 1
T - 1 T - 1
T - 3
T - 3
1'-4"
4'-7"
3'3"7"3'2'
5"3'-4"3"8'-10"3'-4"4"
8'-9"8'-9"
21'-5"2' 19'-5"
SC-03
SC-01
SC-02
SC-02
SC-01SC-01
SC-01
A2.2 _ 2See Sheet
5'2'-1"2'-1"
D7
106KITCHENETTE
10"
A3.1See Sheet
SC-01
SC-02SC-02WF
MI
MI
LLUP
101MULTI-PURPOSE HALL
102GYM
103COMPUTER POOL
104WOMEN'S105MEN'S
106KITCHENETTE
107STORAGE
107STORAGE
108HALLWAYS108HALLWAYS
108HALLWAYS
3'
3'-7"3'-3"
10'-9"
2'-1"
1'-7"4'-11"
1'-6"
1'-6"3'-4"3'-1"
1'-6"
4'2'-6"
8'7'-11"
4'-5"4'-5"4'-7"3'
2'-6"
C.H.=AS HIGH AS POSSIBLE
C.H.=AS HIGH AS POSSIBLE
C.H.=AS HIGH AS POSSIBLE
C.H.=AS HIGH AS POSSIBLE
C.H.=AS HIGH AS POSSIBLE
C.H.=AS HIGH AS POSSIBLE
C.H.=AS HIGH AS POSSIBLEC.H.=AS HIGH AS POSSIBLE
C.H.=AS HIGH AS POSSIBLE1'-10"1'-10"5'-2"7'-5"2'-9"
6'-10"1'-10"
2'2' 2'2'
2'2'
1'-6"5'-7"1'-10"4'-10"4'-10"2'-5"2'-8" 9"9"
4'-5"4'-5"4'-5"4'-5"4'-1"4'-1" 4'-1"4'-10"
1'-6"3'
1'-6"3'
8' 7'-11"
4'-3"
4'-7"4'-7"3'-5"5'-2"3'-5"
2'2'
2'-4"2'-4"
24' 24'
30'
28'
20'
26'
2'-6"2'-6"5'5'
-1Scale: 3/16" = 1'-0"DIMENSION PLAN -2Scale: 3/8" = 1'-0"CIELING DIMENSION PLAN SC. 1/16" : 1-0"

EXISTING MASONRY WALLNEW DRYWALLSAREA OF WORKNEW PLUMBING WALL DIMENSION PLANSA1.2- -
Sheet Number:UNDER THE SUPERVISION OF:

Department of Public Works
ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO.DATEBY DESCRIPTIONAPPROV.REVISIONS

CITY OF MONTEBELLOSENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640DESIGNED BY:DRAWN BY:CHECKED BY:DATE:iARCHiARCHiARCH NORTH

1.ALL DIMENSIONS ARE TO BE VERIFIED ON SITE BEFORE ANY CONSTRUCTION ORFABRICATION BEGINS. ANY DISCREPANCIES BETWEEN THE DIMENSIONS ON THIS DRAWINGAND THE ACTUAL SITE CONDITIONS MUST BE REPORTED TO THE PROJECT MANAGERIMMEDIATELY.2.DIMENSIONS ARE TO BE TAKEN FROM FINISHED SURFACES, GRID LINES, OR CENTERLINESAS INDICATED ON THE DRAWING. IF NOT SPECIFIED, REFER TO THE NEAREST STRUCTURALELEMENT.3.DO NOT SCALE THE DRAWING FOR DIMENSIONS. ALL DIMENSIONS MUST BE TAKEN FROMTHE NOTED MEASUREMENTS PROVIDED ON THE DRAWING.4.FLOOR ELEVATIONS AND CEILING HEIGHTS ARE TO BE CONFIRMED AS PER THE SPECIFIEDLEVELS. ENSURE THAT THESE ALIGN WITH THE SPECIFIED FINISH FLOOR LEVEL (FFL) ANDFINISHED CEILING LEVEL (FCL).5.ALL CLEARANCES AND TOLERANCES SHALL MEET THE BUILDING CODES AND STANDARDSSPECIFIED FOR THIS PROJECT. ENSURE ADEQUATE SPACE FOR ANY INSTALLATION ANDFUTURE MAINTENANCE ACCESS.6.ANY MODIFICATIONS OR ADJUSTMENTS REQUIRED DUE TO UNFORESEEN SITE CONDITIONSMUST BE APPROVED BY THE PROJECT ARCHITECT OR ENGINEER BEFORE PROCEEDING.7.ALL MEASUREMENTS ARE IN INCHES AND FEET UNLESS OTHERWISE NOTED. METRICCONVERSIONS SHOULD BE VERIFIED WHERE APPLICABLE.8.OPENING LOCATIONS AND SIZES FOR DOORS, WINDOWS, AND OTHER PENETRATIONS MUSTMATCH THOSE SHOWN IN THE APPROVED ARCHITECTURAL PLANS.9.COORDINATE WITH ALL RELATED TRADES TO ENSURE ALL ROUGH OPENINGS, BLOCKING,AND BACKING ARE ACCURATELY POSITIONED TO ACCOMMODATE FIXTURES, FITTINGS, ANDFINISHES.10.ENSURE COMPLIANCE WITH ADA AND LOCAL BUILDING CODE REQUIREMENTS WHEREAPPLICABLE, INCLUDING BUT NOT LIMITED TO CLEARANCES, ACCESSIBLE PATHS, ANDHANDRAILS.

GENERAL DIMENSION NOTE

FLOOR PLAN LEGEND
T - #D#W#SC-#FLOORINGWINDOW TYPEDOOR TYPEWALL TYPE30"x48" CLEARANCE ACCESSIBLE SPACE. 60" TURNING ADA SPACE.

Page 260 of 710 ends

UPUP
DA3.0CBAWFNCWFNC
FNWGG
2FNCWGG
2 WNCF P
PU

WBTSMS WBTSMSD
D
A
AHA3.0GFE
ZYX
105MEN'S104WOMEN'S
P SC-01
SC-01

HHH H H
H
H
H
A3.1JI 106KITCHENETTE
UPUP
1'-6"3'-0"2'-10"2'-10"6'-1"1'-6"3'-0"2'-6"30" MIN. CLR.6'-0" 1'-0"5'-0"6"2'-0"6"4"3'-0"5'-6"8'-10"3'-9"5'-0" 3'-10"2'-9"1'-1"2'-0"6"
4"3'-0"5'-4"
8'-8"3'-8"5'-0"3'-1"6"1'-6"2'-6"1'-6"5'-6"
2'-0"6"1'-6"
2'-0"
2'-0" 6'-3 3/4"5'-0" MIN.
6'-5 3/4"5'-0" MIN.
6'-0"FIN. TO FIN.60" MIN. CLEAR5'-0"FIN. TO FIN.60" MIN. CLEAR 2'-0"30"MAX
1'-6"TO FIN.17" MIN18" MAX1'-6"TO FIN.17" MIN18" MAX
6'-1"
6'-11"
6'-10"8'-10"
5'-3"3'-4"4"
3"3'-4"5"4'-0"8'-11"
12'-9"6"6"
3'-6"2'-1"2'-10"
2'-0"5"
1'-6"
1'-6"
1'-0"1'-0"1'-0"
1'-0"1'-0"1'-0"
1'-6"
5" 12'-11"5"5"
2'-6"MIN.
-2Scale: 3/8" = 1'-0"DIMENSION PLAN
SC. 1/16" : 1-0" ENL. RESTROOM PLANA2.0- -
Sheet Number:UNDER THE SUPERVISION OF:

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO.DATEBY DESCRIPTIONAPPROV.REVISIONS

CITY OF MONTEBELLOSENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640DESIGNED BY:DRAWN BY:CHECKED BY:DATE:iARCHiARCHiARCH -1Scale: 3/8" = 1'-0"EQUIPMENT PLAN
#INTERIOR ELEVATIONS NOTESPRESTROOM STALLS & DOORS, SEE SPECIFICATION SHEET A2.3.WAUTOMATIC FLUSH WATER CLOSET , SEE PLUMBING SHEET P1.0.UAUTOMATIC FLUSH URINAL, SEE PLUMBING SHEET P1.0.WBWALL-MOUNTED LAVATORY, SEE SPECIFICATION AND PLUMBING SHEET P1.0.WB'WALL-MOUNTED LAVATORY - KIDS, SEE SPECIFICATION AND PLUMBING SHEET P1.0.DRFLOOR DRAIN, SEE PLUMBING SHEET P1.0.BBABY CHANGE BED, SEE SPECIFICATION SHEET A2.3.MMIRROR, SEE SPECIFICATION.M'MIRROR - KIDS, SEE SPECIFICATION.CCOVER SEAT DISPENSER, SEE SPECIFICATION SHEET A2.3.NNAPKIN DISPENSERFSANITARY DISPOSAL BAG DISPENSERSCOUNTERTOP SOAP DISPENSERDHAND DRYER,SEE SPECIFICATION SHEET A2.3.RWASTE RECEPTACLE, ,SEE SPECIFICATION SHEET A2.3.GGRAB BARS, SEE SPECIFICATION SHEET A2.3.HBAG HOOKA PAPER TOWEL DISPENSER AND WASTE WALL MOUNTEDX REFRIGERATORY SINK, SEE SPECIFICATION SHEET A2.3Z1 OVEN, SEE SPECIFICATION SHEET A2.3Z2 MICROWAVE, SEE SPECIFICATION SHEET A2.3

PLAN LEGEND
30"x48" CLEARANCE ACCESSIBLE SPACE.
60" TURNING ADA SPACE.

Page 261 of 710 ends

TB-01
8'-0"MSWBTB-01 WP101(E) WOMEN'STB-0117"-19"
17"-19"
8'-0"GWNFC
17"-19"8'-0"
3'-0"3'-4" MAX.
2'-10" MAX.8" MIN.2'-5" MAX.WBMPTB-01101(E) MEN'S
TB-01101(E) MEN'SHA
8'-0"
2'-10" MAX.8" MIN.2'-5" MAX.3'-0"3'-4" MAX.

P
8'-0"
17"-19"WGNC
17"-19"WNC17"-19"WNC PWBMP101(E) WOMEN'STB-01 101(E) WOMEN'STB-01HA 8'-0"M SSWB
TB-01
17"MIN.UP
17"-19"WGNCNC17"-19"W
101(E) MEN'SPHH
8'-0" 8" MIN.
101(E) WOMEN'STB-01WBMD
3'-0"3'-4" MAX.
2'-10" MAX.2'-5" MAX.

HA
8'-0"101(E) MEN'S
3'-0"3'-4" MAX.
2'-10" MAX.8" MIN.2'-5" MAX.

TB-01WBDMHA
P ATB-01
8'-0"101(E) MEN'SH
PATB-018'-0"
NFC101(E) WOMEN'SH
Sheet Number:UNDER THE SUPERVISION OF:

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO.DATEBY DESCRIPTIONAPPROV.REVISIONS

CITY OF MONTEBELLOSENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640DESIGNED BY:DRAWN BY:CHECKED BY:DATE:iARCHiARCHiARCH SC. 1/16" : 1-0"
-GScale: 1/2" = 1'-0"INTERIOR ELEVATIONS
-AScale: 1/2" = 1'-0"INTERIOR ELEVATIONS
-CScale: 1/2" = 1'-0"INTERIOR ELEVATIONSA2.1- -
#INTERIOR ELEVATIONS NOTES
-EScale: 1/2" = 1'-0"INTERIOR ELEVATIONS-DScale: 1/2" = 1'-0"INTERIOR ELEVATIONS -BScale: 1/2" = 1'-0"INTERIOR ELEVATIONS
-FScale: 1/2" = 1'-0"INTERIOR ELEVATIONS-HScale: 1/2" = 1'-0"INTERIOR ELEVATIONS PRESTROOM STALLS & DOORS, SEE SPECIFICATION SHEET A2.3.WAUTOMATIC FLUSH WATER CLOSET , SEE PLUMBING SHEET P1.0.UAUTOMATIC FLUSH URINAL, SEE PLUMBING SHEET P1.0.WBWALL-MOUNTED LAVATORY, SEE SPECIFICATION AND PLUMBINGSHEET P1.0.WB'WALL-MOUNTED LAVATORY - KIDS, SEE SPECIFICATION ANDPLUMBING SHEET P1.0.DRFLOOR DRAIN, SEE PLUMBING SHEET P1.0.BBABY CHANGE BED, SEE SPECIFICATION SHEET A2.3.MMIRROR, SEE SPECIFICATION.M'MIRROR - KIDS, SEE SPECIFICATION.CCOVER SEAT DISPENSER, SEE SPECIFICATION SHEET A2.3.NNAPKIN DISPENSERFSANITARY DISPOSAL BAG DISPENSERSCOUNTERTOP SOAP DISPENSERDHAND DRYER,SEE SPECIFICATION SHEET A2.3.RWASTE RECEPTACLE, ,SEE SPECIFICATION SHEET A2.3.GGRAB BARS, SEE SPECIFICATION SHEET A2.3.HBAG HOOKA PAPER TOWEL DISPENSER AND WASTE WALL MOUNTEDX REFRIGERATORY SINK, SEE SPECIFICATION SHEET A2.3Z1 OVEN, SEE SPECIFICATION SHEET A2.3Z2 MICROWAVE, SEE SPECIFICATION SHEET A2.3130"x48" CLEAR FLOOR SPACE.260" TURNING ADA SPACE.

Page 262 of 710 ends

ceiling boardcarrying channeldrywall screw
nonius suspenderintersection connector
drywall screw ceiling boardcarrying channel
anchor hangerOUT IN
ceiling boardcarrying channeldrywall screw
nonius suspenderintersection connector
ceiling boardcarrying channelIN
nonius suspender
drywall screw ceiling boardcarrying channel
anchor hanger
drywall screw ceiling boardcarrying channel
anchor hanger
1'-1012"6" 1'-6"17'-112"
1'-7"1'-7"
5'-1112"7'-0"1'-012" 6"3'-0"1'-7"
3'-0"1'-6"2'-6"7'-0"
1'-7"6"2'-10"1'-1012" 1'-8" 6"1'-6"
ZYX
1'-7"1'-7"
1012"2'-6"1'-7"1'-7"1'-7"
CBCT3'-0"
5"13'-9" 1'-5"5" 1'-5"1'-5"1'-5"1'-5"1'-5"1'-5"1'-5"1'-5"CT CB SC. 1/16" : 1-0" A2.2- -
#INTERIOR ELEVATIONS NOTES
-04Scale: 1/2" = 1'-0"BABY CHANGING STATION
-02Scale: 1:8 SUSPENDED CEILING GENERAL DETAIL
-01Scale: 1:8 SUSPENDED CEILING GENERAL DETAIL
-03Scale: 1:8 SUSPENDED CEILING GENERAL DETAIL
Sheet Number:UNDER THE SUPERVISION OF:

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO.DATEBY DESCRIPTIONAPPROV.REVISIONS

CITY OF MONTEBELLOSENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640DESIGNED BY:DRAWN BY:CHECKED BY:DATE:iARCHiARCHiARCH -IScale: 1/2" = 1'-0"KITCHENETE ELEVATION "B"
-JScale: 1/2" = 1'-0"KITCHENETE ELEVATION "A"
PRESTROOM STALLS & DOORS, SEE SPECIFICATION SHEET A2.3.WAUTOMATIC FLUSH WATER CLOSET , SEE PLUMBING SHEET P1.0.UAUTOMATIC FLUSH URINAL, SEE PLUMBING SHEET P1.0.WBWALL-MOUNTED LAVATORY, SEE SPECIFICATION AND PLUMBINGSHEET P1.0.WB'WALL-MOUNTED LAVATORY - KIDS, SEE SPECIFICATION ANDPLUMBING SHEET P1.0.DRFLOOR DRAIN, SEE PLUMBING SHEET P1.0.BBABY CHANGE BED, SEE SPECIFICATION SHEET A2.3.MMIRROR, SEE SPECIFICATION.M'MIRROR - KIDS, SEE SPECIFICATION.CCOVER SEAT DISPENSER, SEE SPECIFICATION SHEET A2.3.NNAPKIN DISPENSERFSANITARY DISPOSAL BAG DISPENSERSCOUNTERTOP SOAP DISPENSERDHAND DRYER,SEE SPECIFICATION SHEET A2.3.RWASTE RECEPTACLE, ,SEE SPECIFICATION SHEET A2.3.GGRAB BARS, SEE SPECIFICATION SHEET A2.3.HBAG HOOKA PAPER TOWEL DISPENSER AND WASTE WALL MOUNTEDX REFRIGERATORY SINK, SEE SPECIFICATION SHEET A2.3Z MICROWAVE, SEE SPECIFICATION SHEET A2.3

Page 263 of 710 ends

ID#DescriptionsProduct ImageOXIDE MAGNETITE PORCELAINTILEMANUF: MSI SurfaceFeature: Impressively Durable And Easy To CareForPei Rating: 3Material: PorcelainStyle: Slight Metallic-Look FinishColor: Artistic Mix Of Gorgeous Dark Gray HuesDimensions: 12”X24”Environmental: Green guard Gold,USGBC/LEEDRectified/Non-Rectified: Pressed/RectifiedInstallation: Install Per Floor Finish Plan Material: PorcelainStyle: BottegaColor: BeigeFinish: MattInstallation: Install Per Floor Finish PlanMONTEBELLO GRAY EXTRUDEDQUARRY TILEMANUF: ?SKU: 100844729Feature: Waterproof, Frost Resistance, WithstandVery Heavy Foot TrafficPei Rating: 5Dcof Value: >=.42Material: QuarryStyle: Stone LookColor: Gray With Matte FinishDimensions: 6”X5”Installation: Install Per Floor Finish PlanMANUF: Rubber flooring Installation: Install Per Floor Finish Plan
TOILET ROLL HOLDERMANUF: BobrickModel #: B-9890Feature:Seam Welded Stainless Steel Jumbo Toilet RollHolder With A Flush Lock.Material: Type 304, 18 Gauge, Stainless Steel.Finish: Satin Finish As StandardStyle: Modern And ContemporaryColor: SilverDimensions: 11-11/16” W X 12-3/4” H X 5” DInstallation: Install Per Floor Finish PlanWASTE CHUTE FOR CONTERTOPMANUF:BobrickModel #: B-529SKU:C1968986Feature:Provides waste deposit access to receptacle (notfurnished) placed under countertop.Material: Stainless SteelFinish: Bright-PolishedStyle: Modern And ContemporaryColor: SilverDimensions: 6 15/1/2” Diameter, 5” DInstallation: Install Per Floor Finish Plan MOUNTED BABYCHANGING STATIONMANUF:BobrickUs Patent Nos. 8365328, 8276229, D605886 ,D601843Model #: Kb311-SsreFeature:Easy To Load And Use Dual-Cavity DispenserFor Sanitary Bed Liners And Diaper DisposalBags.Certification: ADA And ASTM CompliantMaterial: Stainless SteelStyle: Modern And ContemporaryColor: SilverDirection: VerticalDimensions: 26 7/32” W X 41 5/16” HWeight: 200 Lbs. With Minimal DefectionInstallation: Install Per Floor Finish Plan SEAT-COVER DISPENSERMANUF:BobrickModel #: B-221Feature:Dispenses 250 Single- Or Half-Fold Toilet SeatCovers Or One Box. Fills From Bottom.Material: Stainless SteelFinish: Satin- FinishStyle: Modern And ContemporaryColor: SilverDimensions: 15 3/4” W X 11” H X 2” DInstallation: Install Per Floor Finish Plan

FINISH SCHEDULE
ID#DescriptionsProduct ImageFIXTURE SCHEDULE
P
STAINLESS STEEL RESTROOMSTALLMANUF: Floor And DecorSKU: 100844687SKU: 100844711Feature: Indestructible, Retain GleamingPei Rating: 5Dcof Value: >=.42Material: #304 Stainless Steel With A #4 SatinFinish Or Textured FinishStyle: Elegance LookColor: Gray With Matte FinishDimensions: 6”X 5”Installation: Install Per Floor Finish Plan

UNDERCOUNTER BATHROOM SINKWB
UGREENBOOK REAR SPUD URINALMANUF: American StandardFeature:Antimicrobial, DeodorizingLarge, High-Efficiency Design Operates In TheRange Of 0.125 To 0.50 Gpf/0.47 To 1.9 Lpf ForExceptional Performance And Water Savings.Model: 6517001ec.020Material: CeramicColor: WhiteCertifications: Ada, Ansi: A117.1, Asme Code:A112.19.2 , CsaDimensions: 15”D, 16.12”W, 27.5”HInstallation: Install Per Floor Finish Plan WC
ADVANCED CLEAN® 100 SPALET® TOILET

SDESIGNER SERIES FAUCET
DADA RECESSED HAND DRYERMANUF: BobrickModel: B-3725Feature: Ada Compliant, Dryer Delivers A 17-Second Dry Time At A Mere 70dba And ASustainable Power Rating Of 1.0kw. PatentedMaterial: Type 304 Satin-Finish, StainlessSteelStyle: ContemporaryColor: SteelDimensions: 11-13/16”X24-1/16”X2”Installation: Install Per Floor Finish Plan A
ID#DescriptionsProduct ImageFIXTURE SCHEDULE
B
H
GB
C
T
STAINLESS BAG HOOKMANUF:BobrickModel #: B-9542SKU:C3070756Material: Stainless SteelStyle: Modern And ContemporaryColor: SilverDimensions: 4 3/4” W X 2 1/8” H X 3 5/8” DWeight: 0.65 IbsInstallation: Install Per Floor Finish Plan GRAB BAR- PEENED FINISHMANUF: BobrickModel #: B-8876Complies With Accessible Design (IncludingADAAG In The U.S.A) For Structural Strength.Material: Stainless Steel Type-304Finish: Satin-FinishStyle: Modern And ContemporaryColor: SilverDimensions: 32” , 42"Weight: 200 Lbs. With Minimal DefectionInstallation: Install Per Floor Finish Plan N
MANUF: BobrickModel: B-8876Feature: Hidden Sensor Lens, Hygienic Hands-Free Operation, Ada Compliant, LEED Flow-Rate OptionsMaterial: Nichel And ChromeStyle: ClassicColor: Polished NickelInstallation: Install Per Floor Finish Plan MANUF: American StandardMaterial: PorcelainDimensions: 20”X16”Installation:Undermount installation per factory settingTriple & Double basin ,Single basin per ADA, Per floor finish plan SANITARY NAPKIN DISPOSALMANUF: BobrickModel #: B-35139Feature:Removable Waste Bin. Door Secures To CabinetWith A Magnet Catch And Cable Door-SwingLimiter. Waste Receptacle Has A Capacity Of0.6-GalMaterial: Stainless SteelFinish: Satin-FinishStyle: Modern And ContemporaryColor: WhiteDimensions: 8-1/16” W X 14-1/8” H X 4-1/2” DInstallation: Install Per Floor Finish Plan F
TEMPERED GLASS CHANNELFRAMEMANUF:BobrickModel #: B-1658Feature:Type 430Material: Stainless SteelFinish: Bright-PolishedStyle: Modern And ContemporaryColor: SilverDimensions: 1/2"x1/2"x3/8"Installation: Install Per Floor Finish Plan M
SC-01
TB-01
MANUF: BobrickSatin-finish stainless steel. Seamlessbeveled flange. Dispenses 600 C-foldor 800 multifold towels. Removablewaste receptacle locked into cabinet.Receptacle is 8″ (205mm) deep withcapacity of 12-gal. (45.5-L); extends 41/8″ (105mm) from wall. Rough WallOpening: 16″ W, 54-3/4″ H, 2″ min.depth (405 x 1390 x 50mm).

SEMI-RECESSED CONVERTIBLE PAPERTOWEL DISPENSER/WASTE RECEPTACLE FeaturesSide Spray,Self-Cleaning Nozzles,AdjustableSpray,Auto-Flush,Auto-Open Lid andSeat,Deodorizer,Dryer,Heated Seat,InstantHeating,LED Lighted,Separate Remote,TouchlessFitting FeaturesSelf-CleaningNozzles,Adjustable Spray,Auto-Flush,Auto-OpenLid and Seat,Deodorizer,Dryer,HeatedSeat,Instant Heating,LED Lighted,SeparateRemote,TouchlessFlush TechnologyDual FlushFlushing TypeDual FlushGPF_Max1.3GPF_Min0.9Toilet Bowl Height with Seat16-9/16Toilet Seat Front TypeClosedBidet Spray TypeVerticalNo. of Heat Settings5 SC-02
SC-03
ID#DescriptionsProduct ImageFIXTURE SCHEDULE
YMANUF: American StandardSTAINLESS STEEL KITCHEN SINKEDGEWATER® 33 x 22 DOUBLE BOWLFabricated Double Bowl Stainless Steelkitchen sink :• 18 Gauge Stainless Steel• 9" deep bowls• Zero radius corners• Dual mount (top or under) installation• Single hole• Side and bottom sound pads with full sprayinsulation• 36" (914mm) cabinet required Nominal Dimensions: 33" x 22" x 9"Color: Stainless Steel .075 Next-Day Rubber Rolls
3/8" Heavy Duty Rubber RollsAvailable in 1/8", 1/4", 8mm, 3/8", and 1/2"thickness.Custom cut to fit your needs.Color: Black MANUF: Porcelanosa

MATT BEIGE CONCRETE EFFECTPORCELAIN FLOOR TILES
Aspect: Concrete Effect
BEIGE LUXOR CABINETMANUF: fenixforinteriors-na.comSKU: J0719Feature: Visual comfort, low light reflectivity,extremely matte surface, Anti-fingerprint, Softtouch, Thermal healing of superficialmicro-scratchesColor: BeigeMONTEBELLO GRAY COVE BASEAND CORNER QUARRY TILEMANUF: Floor And DecorSKU: 100844687SKU: 100844711Feature: Waterproof, Frost Resistance, WithstandVery Heavy Foot TrafficPei Rating: 5Dcof Value: >=.42Material: QuarryStyle: Stone LookColor: Gray With Matte FinishDimensions: 6”X5”Installation: Install Per Floor Finish Plan Z

1.7 cu. ft. Over-the-Range MicrowaveOven with EasyClean®Model #: LMV1764STMANUF: LG COOKINGFeatures: Microwave Power Output (Watts) 1000,Exterior Design WideView™ Traditional, ControlType Membrane, 300 CFM ExhaustMaterial: Stainless SteelStyle: Modern And ContemporaryColor: GrayDimensions: 29 14/16" x 16 7/16" x 15 11/16" 21 cu.ft. 3Door Counter Depth MAXRefrigeratorModel #: LF21G6200SMANUF: LG REFRIGERATIONFeatures: Microwave Power Output (Watts) 1000,Exterior Design WideView™ Traditional, ControlType Membrane, 300 CFM ExhaustMaterial: Stainless SteelStyle: Modern And ContemporaryColor: GrayDimensions: 32 3/4" x 69 15/16" x 31 1/4"X PAINTMANUF: sherwin-williamsMaterial: Water-basedColor: SW 9542 Natural White SOLID SURFACE / COUNTERTOPMANUF: FORMICAMODEL: 103 FROST GIRVEColor: WhiteInstallation: Install Per Floor Finish Plan MIRRORMANUF: THEMIRRORCOMPANY.COMDIMENSION: 72" X 96"Installation: Install Per Floor Plan 2 COATS PRIMER, 2 COATS FINISHSEMI-GLOSS U.O.N.

EZH2OTM BOTTLE FILLINGSTATIONModel #: LZS8WS*KMANUF: ELKAYMaterial: Stainless SteelStyle: Modern And ContemporaryColor: Silver Large Triple Tier Metal Locker (9)LockersSKU: 63151872QS3-G2071025MANUF: SchoollockersMaterial: MetalColor: Color to be Confirm,CBTDimension: Each 15" wide x 18" deep x 24" high CB
CT
WF
L
MI
CB
PT
Sheet Number:UNDER THE SUPERVISION OF:

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO.DATEBY DESCRIPTIONAPPROV.REVISIONS

CITY OF MONTEBELLOSENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640DESIGNED BY:DRAWN BY:CHECKED BY:DATE:iARCHiARCHiARCH SC. 1/16" : 1-0" A3.0- -
--SPECIEFICATION
NOTES:·ALL INTERIOR PAINTING TO INCLUDE ANTI-GRAFFITI COATING.·WATER-RESISTIVE GYP. BOARD AT WET AREAS.

Page 264 of 710 ends

D1D2 D3D4D5
D6D7D8D9D10
W1W2W3W4
Sheet Number:UNDER THE SUPERVISION OF:

DOOR & WINDOW GENERAL NOTES
Door ScheduleCountDOOR DESCRIPTIONDoor FinishFrame MaterialNO.MATERIALD11 FACTORY FINISHD2 FACTORY FINISHD3 FACTORY FINISHD4 FACTORY FINISHD5 FACTORY FINISHWOODD6 FACTORY FINISHD7 FACTORY FINISHD8 FACTORY FINISHWOODD9 FACTORY FINISHWOOD WINDOW TYPES & SCHEDULEWINDOW SCHEDULETypeMarkCountSillHeightWidthHeightWindowMaterialWindowFinishFrameMaterialFrameFinishTemperedGlassCommentsW11' - 0"ALUMINUMFACTORYFINISHFACTORYFINISHYesSliding / Middle / HorizontalW2 FACTORYFINISHFACTORYFINISHYesSliding / Middle / HorizontalW3EXISTINGFACTORYFINISHFACTORYFINISHYesSliding / Middle / HorizontalW41 FACTORYFINISHFACTORYFINISHYes SOLID WOODWidthHeight3'-4" 7'-2"

DOOR TYPES & SCHEDULE
D10 FACTORY FINISH
Comments111111111
3'-4" 7'-2"3'-7" 7'-2"3'-4" 7'-2"3'-4" 7'-2"5'-0" 7'-2"5'-0" 7'-2"3'-0" 7'-2"3'-0" 7'-2"4'-2" 7'-2"METALMETAL

SOLID WOODSOLID WOODSOLID WOODSOLID WOODSOLID WOODSOLID WOODSOLID WOODMETALMETALWOOD

WOODWOODWOODWOOD
1' - 0"EXISTING111 6' - 0"6' - 0"ALUMINUMALUMINUMALUMINUM ALUMINUMALUMINUMALUMINUMALUMINUMSliding / Middle / Horizontal Sliding / Middle / Horizontal
ManufactureARCADIAARCADIAARCADIAARCADIA
ManufactureTRUDOORTRUDOORTRUDOORTRUDOORTRUDOORTRUDOORTRUDOORTRUDOORTRUDOORTRUDOOR

Page 265 of 710 ends

INTERIOREXTERIOR
PROOFING MEMBRANE/WRB SHALLNOTE:ANY PENETRATIONS IN WATERBE FULLY SEALED.

EXTERIOR FINISH PER PLAN

INSULATION, PER ENERGYCALCULATIONS -WHERE OCCURS

ORIENTED STAND BOARD (OSB)METAL STUD FRAMING

SOFFIT DRIP SCREEDSHIM, AS REQUIREDJ-MOLDBACKER ROD AND SEALANT

OUTLINE OF FUTURE FINISH

BUILDING LINE BEYOND
WD. HEADER PER STRUCTURE

WINDOW FRAME PER SCHEDULE
NOTE:ANY PENETRATIONS IN WATERPROOFING MEMBRANE/WRB SHALLBE FULLY SEALED.

WINDOW DIM.J-MOLD

OUTLINE OF FUTURE FINISHWOOD STUD FRAMING

EXTERIOR FINISH PER PLAN

INSULATION, PER ENERGYCALCULATIONS-WHERE OCCURS

INTERIOR

EXTERIOR

SHIM, AS REQUIRED

BACKER ROD AND SEALANT

ORIENTED STAND BOARD (OSB)CORNER AID

JAMB BEYOND

CARPET, WHERE OCCURSDOOR, PER SCHEDULE

CONCRETE
1/4"
MAX. 1/2" HIGH MARBLETHRESHOLD

DOOR, PER SCHEDULE

THINSET CERAMIC TILE
JAMB BEYONDCARPET, WHERE OCCURS2:1 SLOPE
1/4"MAX. AT COMPRESSEDCARPET BELOWTHRESHOLD
1/2" MAX.1/4"

CONCRETE FINISH
DOOR AND FRAME PERSCHEDULECARPET FINISH WHEREOCCURSTHRESHOLD PER SPECS.1:2 SLOPE 1/2" MAX.1/4"
DOOR AND FRAME PERSCHEDULEFOR FINISH FLOOR SEEFINISH PLAN1/2" MAX.

CONC. TO FUTURE FINISH FLOOR - A

TYPICAL MARBLE THRESHOLD - C
CARPET TO CONC. TRANSITION - B

CARPET TO CARPET TRANSITION - D
ROUGH OPENINGDOOR DIM.SEE SCHEDULE

INSULATION WHERE OCCURS
WD. DOOR FRAME PERSCHEDULEDOOR PER SCHEDULE
5/8" TYPE 'X' GYPSUM BOARD EACH SIDE OVER WD. STUDSEE STUD TABLE FOR SIZEAND SPACINGWD. HEADER / JAMB @ HEAD/JAMB. PER-STRUCTURE 1 1/2"
PAINTED WD TRIM PERSCHEDULE/SPECS.EXTERIOR SHEATINGPER PLAN

DOOR, SEE DOORSCHEDULESTEEL ANGLE FRAME BYDOOR MANUFACTURER

EXTERIOR

INTERIORELEVATION
E 5'-0"E 4"EQ.EQ.EQ.E 4"

PER STRUCTURAL
PAINTED WD TRIM PERSCHEDULE/SPECS.

EXTERIOR FINISH PERPLANEXTERIORINTERIORPER STRUCTURAL

HEADER PER STRUCTURALINSULATION -WHEREOCCURS
NOTE:ANY PENETRATIONS IN WATERPROOFING MEMBRANE/WRBSHALL BE FULLY SEALED.

EXTERIOR FINISH PERPLAN

INSULATION, PER ENERGYCALCULATIONS -WHEREOCCURSORIENTED STAND BOARD(OSB)METAL STUD FRAMING

SOFFIT DRIP SCREEDSHIM, AS REQUIRED

INTERIOREXTERIOR

J-MOLDBACKER ROD ANDSEALANT

OUTLINE OF FUTUREFINISH

BUILDING LINE BEYOND
WD. HEADER PERSTRUCTURE

DOOR FRAME PERSCHEDULE
DOOR DIM.

NOTE:ANY PENETRATIONS IN WATERPROOFING MEMBRANE/WRB SHALLBE FULLY SEALED.

J-MOLD

OUTLINE OF FUTURE FINISHWOOD STUD FRAMING

EXTERIOR FINISH PERPLAN

INSULATION, PER ENERGYCALCULATIONS-WHEREOCCURSINTERIOR

EXTERIOR

SHIM, AS REQUIREDBACKER ROD ANDSEALANT

ORIENTED STANDBOARD (OSB)CORNER AID
Sheet Number:UNDER THE SUPERVISION OF:

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO.DATEBY DESCRIPTIONAPPROV.REVISIONS
CITY OF MONTEBELLOSENIOR CENTER REMODEL115 S Taylor Ave, Montebello,CA 90640DESIGNED BY:DRAWN BY:CHECKED BY:DATE:iARCHiARCHiARCH SC. 1/16" : 1-0"
A4.1- -
NOT SHOWN8WINDOW-EXTERIOR FRAME @ HEAD
NOT SHOWN9WINDOW-EXTERIOR FRAME @ JAMBNOT SHOWN1THRESHOLD DETAILSNOT SHOWN2INTERIOR DOOR HEAD/ JAMB NOT SHOWN4GARAGE DOOR @ JAMB
NOT SHOWN5GARAGE DOOR @ HEAD
NOT SHOWN6DOOR-EXTERIOR FRAME @ HEAD
NOT SHOWN7DOOR-EXTERIOR FRAME @ JAMB

Page 266 of 710 ends

BATT INSULATION-WHERE OCCURSWD. STUD PER WALL TYPECEMENT BACKER BOARD

WALL TILE PER FINISH SCHEDULE
0'-4"WD STUDPER SCHEDULE
BATT INSULATION-WHERE OCCURSWD. STUD PER WALL TYPECEMENT BACKER BOARD

WALL TILE PER FINISH SCHEDULE
0'-4"WD STUDPER SCHEDULE

INTERIOR AS FINISH SCHEDULE
BATT INSULATION-WHERE OCCURSWD. STUD PER WALL TYPE
0'-4"WD STUDPER SCHEDULE

INTERIOR AS FINISH SCHEDULE
WALLTYPESTUDSIZESTUDSPACING*OVERALLWALL THKDESIGNHT. LIMITS

1. PROVIDE ADDITIONAL WALL BRACING AND / OR BRIDGING AS MAY BE REQUIRED FOR HEIGHT OF WALL.2. ALL SHAFT WALLS SHALL BE FULL HEIGHT UNLESS NOTED OTHERWISE.3. EXTEND ALL OTHER PARTITION WALLS 6" ABOVE FIN. CEILING U.N.O., 61.1.4. ALL FIRE RATED WALLS SHALL TERMINATE AT STRUCTURE ABOVE UNLESS NOTEDOTHERWISE. ALL FIRE RATED WALLS SHALL COMPLY WITH CBC CHAPTER 7.5. REFER TO SPECIFICATION DIVISIONS 15 AND 16 FOR HVAC, PLUMBING, AND ELECTRICALPENETRATION OF WALLS.6. REFER TO FLOOR PLAN FOR LOCATION OF RATED WALLS AND REFER TO DETAILSSHEETS FOR HEAD OF WALL CONDITION OF ALL RATED WALLS.7. AT TILED WALLS, STOP TILE AND BACKER BOARD AT CEILING, PROVIDE 5/8" TYPE "X" GYP.BD. FOR REMAINING HEIGHT OF WALL.*8. OVERALL WIDTH OF WALL SHOULD BE VERIFIED WITH STRUCTURAL PLANS AND MFG.SPECS.

COMMENTT- 22X416" O.C.10
TILE WALLT13" =1'-0"WALL - CERAMIC TILE BOTH SIDES
T- 12X416" O.C.4 "10TILE BOTH SIDES
WALL TYPES & DETAILSA5.0- -
23" =1'-0"WALL - CERAMIC TILE + INTERIOR FINISH & PAINT46" =1'-0"COVE BASE DETAIL AT RESTROOM IF APPLICABALE INSTALL NEW DRY WALL PER CONSTRUCTION PLANS. ENSURE THE WALLEXTENDS UP TO THE JOIST OR TRUSS WITH A MAXIMUM HEIGHT OF 10FEET. SEE STRUCTURAL SHEET S1 & SD1 FOR DETAILS. 5No ScaleWALL TILE DETAIL

WALL TYPE SCHEDULE

GENERAL NOTES
TILE + INTERIORFINISH & PAINT
33" =1'-0"WALL- INTERIOR FINISH AND PAINT
4 "T- 32X416" O.C.10INTERIOR FINISH &PAINT BOTH SIDES4 " Sheet Number:UNDER THE SUPERVISION OF:

Page 267 of 710 ends

1PROTOTYPE UPDATE 1 FOR 201906/13/19 Sheet Number:UNDER THE SUPERVISION OF:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT MECHANICAL &PLUMBING ENGINEERS12208 WITT ROAD,POWAY, CA92064(949)241-7796EXP. 06-30-2025No.40394SHAYAN ZOLGHADRREGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIA3-5-25 M1.0 HVAC NOTES AND SPECIFICATIONSDOUBLE LINE DUCT SYMBOLS:

EQUIPMENT:GRILLES/DIFFUSERS:

DUCT ELBOW WITH FIXED TURNING VANESROUND SPIN-IN WITH DAMPERFLEXIBLE DUCT CONNECTIONFLEXIBLE DUCTWORK

SUPPLY OR OUTSIDE AIR DUCTNEW SHEET METAL DUCTWORK & SIZE

SUPPLY DUCT ELBOW UP OR DOWNDUCTWORK TRANSITIONRETURN AIR DUCTRETURN DUCT ELBOW UP OR DOWN

ROOFTOP UNITUNIT HEATERROOF MOUNTED EXHAUST FANCEILING MOUNTED EXHAUST FAN

THERMOSTAT - ELECTRICTEMPERATURE SENSORRTU SMOKE DETECTORMECHANICAL EQUIPMENT DESIGNATIONDIFFUSER DESIGNATION AND CFM SUPPLY DIFFUSER WITH 2-WAY THROWSUPPLY DIFFUSER WITH 3-WAY THROWSUPPLY DIFFUSERRETURN GRILLESIDEWALL MOUNTED SUPPLY REGISTER HPS?CFMTST TYPE

MECHANICAL SYMBOLS LEGEND
SYMBOLS LEGEND NOTES:1. REFER TO SPECIFICATIONS AND PLAN NOTES FOR DETAILED DESCRIPTION OF ALL DEVICES SHOWN IN THIS SCHEDULE, PROVIDED BY THIS CONTRACTOR.NOTE DESIGNATIONREVISION DESIGNATION GENERAL REFERENCES/NOTATIONS:
##
ABBREVIATIONS:

SUPPLY FANINFRARED HEATERRADIANT HEATER

PSIPOUNDS PER SQUARE INCH

CFMCUBIC FEET PER MINUTEBTUBRITISH THERMAL UNITHZFREQUENCY

BHPBRAKE HORSEPOWERDRY BULBDBESPEATLATOUTSIDE AIRNOISE CRITERIAROOFTOP UNITNCOARTUTYPICALWET BULBWATER COLUMNTYPWCWB

EXTERNAL STATIC PRESSUREENTERING AIR TEMPERATURELEAVING AIR TEMPERATURE

AFFABOVE FINISHED FLOOR

RARETURN AIRSUPPLY AIRSA

2. NOT ALL SYMBOLS AND/OR ABBREVIATIONS ARE NECESSARILY USED FOR THIS PROJECT.

CARBON MONOXIDE SENSORCOHIGH VELOCITY LOW SPEED (HVLS) FAN

LINEAR DIFFUSER
SECTION 1: SCOPE OF WORK1.(1) EXISTING 7.5 TON ROOFTOP UNIT TO BE REMAIN FOR MULTI PURPOSE ROOM.2.(1) NEW 5 TON HEAT PUMP AIR HANDLER FOR GYM.2.(1) NEW 2 TON HEAT PUMP AIR HANDLER FOR COMPUTER POOL.3.(1) NEW EXHAUSE FAN ON THE ROOF FOR RESTROOMS & JANITOR CLOSET4.DUCT WORK, ELBOWS, FITTINGS, & DUCT INSULATION ENTIRELY.5.DIFFUSERS, REGISTERS, AND GRILLES.6.HVAC CONTROL SYSTEMS.7.TESTING AND BALANCING.SECTION 2: FEES, PERMITS & INSPECTIONSa)CONTRACTOR MUST PAY FEES AND OBTAIN PERMITS, LICENSES, INSPECTIONS,ETC, ASREQUIRED BY ANY LEGALLY CONSTITUTE AUTHORITY.b)CONTRACTOR SHALL NOT MAKE HIS WORK COVERED OR CLOSED UNTIL THE WORK HAS BEENINSPECTED AND APPROVED BY ALL AUTHORITIES HAVING JURISDICTION. ANY EXPENSES FORADDITIONAL WORK DUE TO THE VIOLATION OF THIS REQUIREMENT WILL BE PAID BY THECONTRACTORc)THIS DOCUMENT IS NOT FOR BID OR CONSTRUCTION UNTIL THE PLAN HAS BEEN REVIEWEDAND APPROVED BY ALL AUTHORITIES HAVING JURISDICTION AND THE PERMIT IS OBTAINED. NOCOMPENSATION WILL BE MADE FOR ADDITIONAL WORK DUE TO THE VIOLATION OF THISREQUIREMENT.SECTION 3: GENERAL REQUIREMENTSa)ANY EXISTING CONDITIONS ARE BASED ON LIMITED FIELD VERIFICATION. CONTRACTOR SHALLADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE TENANT.b)ALL CONTRACTORS SHALL REVIEW A COMPLETE SET OF CONSTRUCTION DOCUMENTS.c)CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH DEMOLITION PRIOR TO BIDDING AND STARTOF WORK. CONTRACTOR IS RESPONSIBLE FOR DEMO OF ALL EXISTING ITEMS, AS REQUIRED,FOR INSTALLATION/CONSTRUCTION OF NEW WORK.d)CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONSPRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRACOSTS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOBSITE AND/OR PREDETERMINE ALLEXISTING CONDITIONS BEFORE SUBMITTING HIS BID. ANY DISCREPANCIES SHALL BEIMMEDIATELY REPORTED TO THE ARCHITECT FOR RESOLUTION. NO EXCEPTION.e)CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL UTILITY RUNS,UNDERGROUND AND ABOVE GROUND PIPING AND/OR OTHER IMPROVEMENTS LOCATED ON THEPREMISES. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL COSTS RELATING TO THERELOCATION OF, DAMAGE TO, REPAIR OF ANY EXISTING UTILITY RUNS AND/OR IMPROVEMENTSWHICH ARE DAMAGED AS A RESULT OF WORK IN OR AROUND THE PREMISES.f)THE MECHANICAL CONTRACTOR SHALL INSPECT AND TEST RUN ALL EXISTING UNITS AT THESTART OF CONSTRUCTION AND INFORM THE ARCHITECT OF ANY NECESSARY REPAIRS FORAPPROVAL IN A TIMELY MANNER TO NOT DELAY THE OPENING DATE.g)ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACEPER BUILDING CODE REQUIREMENTS OR APPLICABLE MANUFACTURER INSTALLATIONREQUIREMENTS.h)THE CONTRACTOR SHALL INSTALL ALL EQUIPMENTS AS REQUIRED TO CONFORM TO THESTRUCTURE. AVOID OBSTRUCTIONS AND MAKE ALL EQUIPMENT REQUIRING MAINTENANCE ORREPAIR ACCESSIBLE.i)ALL EQUIPMENT FURNISHED SHALL FIT THE SPACE AVAILABLE WITH CONNECTIONS IN THEREQUIRED LOCATIONS AND WITH ADEQUATE SPACE FOR OPERATING AND SERVICING. THEDRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATE THE MANNER AND METHOD OF THEINSTALLATION WHILE THE SPECIFICATIONS AND EQUIPMENT LIST DENOTE THE TYPE ANDQUALITY OF MATERIAL AND WORKMANSHIP TO BE USED. THE DRAWINGS SHALL NOT BE SCALEDFOR EXACT MEASUREMENTS, WHERE A CONFLICT EXISTS BETWEEN THE DRAWINGS AND THESPECIFICATIONS. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT WHOSEDECISION SHALL BE FINAL. NO ALLOWANCE WILL BE MADE SUBSEQUENTLY IN THISCONNECTION ON BEHALF OF THE CONTRACTOR AFTER AWARD OF THE CONTRACT.j)ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE LATEST FEDERAL,STATE AND LOCAL CODES [NFPA, UBC, UMC AND LOCAL BODIES HAVING JURISDICTION].APPLICABLE CODE: CMC 2022 CALIFORNIA MECHANICAL CODE, CGBC 2022 CALIFORNIA ENERGYCODE, CEC2022 CALIFORNIA ELECTRICAL CODE.k)THE CONTRACTOR SHALL COOPERATE WITH THE OTHER TRADES SO THAT THE INSTALLATIONOF ALL EQUIPMENT MAY BE PROPERLY COORDINATED. K.1) DISCONNECT SWITCHES & LINEVOLTAGE CONNECTIONS (BY ELECTRICAL) K.2) ALL LINE VOLTAGE WIRING AND CONDUIT (BYELECTRICAL) K.3) CONDENSATE PIPING (PLUMBING) .l) ALL ROOFING WORK SHALL BE PERFORMED BY OWNER'S APPROVED ROOFING CONTRACTOR.m) DISPOSE OF ALL EQUIPMENT NOT REUSED AS A PART OF THE NEW WORK AS DIRECTED BY THEOWNER.n) ALL ROOF MOUNTED EQUIPMENT SHALL BE LABELED AS TO THE SPACE IT SERVES WITH 3''HIGH WEATHERPROOF VINYL LETTERS.o) ALL APPLIANCE AND PLUMBING VENTS AND THE DISCHARGE OUTLET OF EXHAUST FANS SHALLBE LEAST TEN (10) FEET IN A HORIZONTAL DIRECTION, OR THREE(3) FEET ABOVE THEOUTSIDE-AIR INTAKES FOR HVAC UNITS. p)MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALLHAVE A FLAME SPREAD RATING NOT GREATER THAN TWENTY-FIVE(25) AND A SMOKEDEVELOPED RATING NOT GREATER THAN FOUR HUNDRED FIFTY(450) WHEN TESTED AS ACOMPOSITE PER APPLICABLE TESTING STANDARD.q)AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL MAKEAVAILABLE TO THE ENFORCEMENT AGENCY OR POST IN A CONSPICUOUS LOCATION IN THEBUILDING, A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION ISCONSISTENT WITH THE PLANS AND SPECIFICATIONS DESCRIBED IN SEC 10.103(A)2A. THECERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME, MATERIAL IDENTIFICATION, ANDTHE INSTALLED R-VALUE.r)INSTALL DUCT INSULATION ONLY AFTER DUCTWORK HAS BEEN INSPECTED AND APPROVED.s)REGISTERS, GRILLES, AND DIFFUSERS SHALL BE INSTALLED ONLY AFTER ALL CEILINGS ANDWALLS ARE FINISHED INCLUDING FINAL PAINTING. CEILING MOUNTED UNITS SHALL BEINSTALLED WITH RIMS TIGHT AGAINST CEILING. WALL MOUNTED UNITS SHALL BE INSTALLED ATLEAST 6 INCHES BELOW THE CEILING UNLESS OTHERWISE NOTED. DAMPERS PROVIDED WITHDIFFUSERS AND REGISTERS SHALL NOT BE USED FOR SYSTEM BALANCING. INSIDE OF DUCT,BEHIND SEE-THROUGH REGISTERS AND GRILLES SHALL BE PAINTED BLACK.t)ROUND SHEET METAL DUCTS SUSPENDED IN THE AIR SHOULD BE SUPPORTED BY HANGERS ATLEAST EVERY 10 FEET. FLEXIBLE DUCTS SUSPENDED IN THE AIR SHOULD BE SUPPORTED ATLEAST EVERY 4 FEET BY STRAPS THAT ARE AT LEAST 1-1/2'' TO 1-3/4'' INCHES WIDE, AND THEYSHOULD NOT SAG MORE THAN 1/2'' FOR EACH FOOT OF DISTANCE BETWEEN THE SUPPORTS.STRAPS USED ON FLEXIBLE DUCTS SHOULD NOT CONSTRICT THE INNER DIAMETER OF THEDUCT OR CUT THE OUTER JACKET.u)DUCT SLEEVES AND PREPARED OPENINGS SHALL BE PROVIDED WHERE DUCTS PENETRATEFLOORS, WALLS, CEILINGS OR ROOFS, AND SHALL BE INSTALLED DURING CONSTRUCTION OFTHE FLOOR, WALL, CEILING OR ROOF. MECHANICAL CONTRACTOR SHALL COORDINATELOCATION OF ALL DUCT PENETRATIONS OF STRUCTURE WITH GENERAL CONTRACTOR.v)DUCT SLEEVES SHALL BE FABRICATED FROM MINIMUM 20 GAUGE GALVANIZED SHEET STEEL.SLEEVE SHALL HAVE ONE(1) INCH CLEARANCE BETWEEN THE DUCT AND THE SLEEVE, ORONE(1) INCH CLEARANCE BETWEEN THE INSULATION AND THE SLEEVE FOR INSULATED DUCTS.DUCT SLEEVES EMBEDDED IN CONCRETE SHALL BE CONSTRUCTED OF 1/4 INCH THICK CARBONSTEEL PLATE, AND SHALL BE WELDED IN ACCORDANCE WITH AWS D1.1.DEMAND CONTROL VENTILATION DEVICES (CO2 SENSORS) SHALL BE INSTALLED INACCORDANCE WITH CMC. 121(C)4.SECTION 4: PRODUCTSa)THERMOSTAT SHALL BE INSTALLED WITH 7-DAY PROGRAMMABLE AUTO-CHANGE OVERFEATURE. MOUNTING HEIGHT IS 3 TO 4 FEET ABOVE FINISHED FLOOR.b)ALL AIR DISTRIBUTION SYSTEM DUCTS AND PLENUMS, INCLUDING, BUT NOT LIMITED TO,BUILDING CAVITIES, MECHANICAL CLOSETS, AIR-HANDLER BOXES AND SUPPORT PLATFORMSUSED AS DUCTS OR PLENUMS, SHALL BE INSTALLED, SEALED AND INSULATED TO MEET THEREQUIREMENTS OF CHAPTER 6 OF THE CALIFORNIA MECHANICAL CODE. SUPPLY-AIR ANDRETURN-AIR DUCTS CONVEYING HEATED OR COOLED AIR SHALL BE INSULATED TO A MINIMUMINSTALLED LEVEL OF R-8, UNLESS NOTED OTHERWISE. INSULATION IS NOT REQUIRED ON LINEDDUCTS AND DUCTS EXPOSED TO CONDITIONED SPACE. PROVIDE RFI TO ENGINEER BEFORECLASSIFYING THE SPACE AS CONDITIONED SPACE. NO COMPENSATION WILL BE MADE IF THECONTRACTOR FAILS TO VERIFY.c)DUCT PLENUM SHALL BE GALVANIZED STEEL DUCT. ALL JOINTS, LONGITUDINAL ANDTRANSVERSE SEAMS, AND CONNECTIONS IN DUCTWORK, SHALL BE SECURELY FASTENED ANDSEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED-GABRICSYSTEMS, OR TAPS. TAPS AND MASTICS USED TO SEAL DUCTWORK SHALL BE LISTED ANDLABELED IN ACCORDANCE WITH UL181A OR UL181B. DUCT CONNECTIONS TO FLANGES OF AIRDISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. DUCTTAP IS NOT PERMITTED AS A SEALANT ON ANY METAL DUCTS. [IECC 2003-803.2.8]d)FLEXIBLE DUCTWORK SHALL BE IN ACCORDANCE WITH UL181 AND NFPA 90A AND NFPA 90B. ALLTAKEOFFS FROM MAIN AND BRANCH DUCT SHALL BE 45 TAPS TAPS WITH VOLUME DAMPERS ASSHOWN ON THE DRAWINGS. GLASS-FLEX TYPE DUCT MAY BE USED AT ENTRANCE TODIFFUSERS BUT MUST BE NO GREATER THAN 5'-0'' IN LENGTH.e)DUCT SUPPORTS AND HANGERS: PROVIDE HANGERS AND SUPPORTS OF STEEL SHAPES ANDRODS CONFORMING TO ASTM A36/A36M, GALVANIZED IN ACCORDANCE WITH ASTM A123.HARDWARE FOR HANGERS AND SUPPORTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTMA153/A153M. HANGERS AND SUPPORTS SHALL BE FABRICATED IN ACCORDANCE WITH SMACNAHVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE, AND SMACNA HVAC SYSTEMSDUCT DESIGN.f)BUILDING ATTACHMENT: CONCRETE INSERTS, POWER-ACTUATED FASTENERS, ORSTRUCTURAL STEEL FASTENERS APPROPRIATE FOR BUILDING MATERIALS. DO NOT USEPOWDER-ACTUATED CONCRETE FASTENERS FOR LIGHTWEIGHT AGGREGATE CONCRETES ORFOR SLABS LESS THAN 4 INCHES THICK.g)STRAPS AND ROD SIZES: CONFORM WITH TABLE 4-1 IN SMACNA HVAC DUCT CONSTRUCTIONSTANDARDS - METAL AND FLEXIBLE, FOR SHEET STEEL WIDTH AND GAUGE AND STEEL RODDIAMETERS.h)DUCT ATTACHMENTS: SHEET METAL SCREWS, BLIND RIVETS, OR SELF-DRILLING, SELF-TAPPINGMETAL SCREWS; COMPATIBLE WITH DUCT MATERIALS. i)VOLUME DAMPERS: PROVIDE VOLUME DAMPERS IN DUCTS CONSTRUCTED OF 22 GAUGEGALVANIZED FOR DUCTS SMALLER THAN 11 INCHES; 20 GAUGE FOR DUCTS SMALLER THAN 21INCHES; AND 16 GAUGE FOR DUCTS LARGER THAN 21 INCHES. PROVIDE LOCKING QUADRANTSAS REQUIRED. MANUALLY ADJUSTABLE BALANCING DAMPERS SHALL BE PROVIDED TO SUPPLY,RETURN AND EXHAUST DUCTS AT POINTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTSAND IN BRANCH DUCT TO INDIVIDUAL DIFFUSERS, GRILLES, AND REGISTERS. 1. DAMPER AXLESSHALL BE CONTINUOUS SQUARE RODS NOT SMALLER THAN 3/8-INCH, WITH MACHINED ENDSAND BEARING AT BOTH ENDS. 2. SINGLE-BLADE DAMPER SHALL BE PROVIDED FOR DUCT SIZESUP TO 18 INCH; MULTI BLADE DAMPERS OF OPPOSED BLADE PATTERN SHALL BE PROVIDED FORCOST SIZE LARGER THAN 18 INCH.j)T-BAR CEILING SU T-BAR CEILING RETURN DIFFUSER: KRUEGER MODEL 6690 OR APPROVEDEQUAL.m)DUCT HEATER: WHERE ELECTRICAL HEATER ARE INSTALLED IN AIR DUCTS, THE DUCT SHALL BEINSULATED WITH NONCOMBUSTIBLE INSULATION EXTENDING IN EACH DIRECTION FROM THEHEATER. DISTANCE SHALL BE AS RECOMMENDED BY THE HEATER MANUFACTURER.n)LINED EXPOSED EXTERIOR DUCTWORK SHALL BE 2'' THICK, 1.5PCF DENSITY LINING. DUCT SIZESHOWN ON PLAN SHALL REFER TO OUTER DIMENSIONS UNLESS SPECIFIED OTHERWISE.o)VOLUME DAMPER MUST BE INSTALLED AT BRANCH TAKE-OFF FROM MAIN SUPPLY DUCT.PROVIDE YOUNG REGULATOR CABLES FOR ADJUSTMENT OF VOLUME DAMPERS IN HARD LIDCEILING WHERE ACCESS PANELS ARE NOT PROVIDED.SECTION 5: EQUIPMENT SUBMITTALS SUBMITTALS FOR MECHANICAL EQUIPMENTS SHALL BE SUBMITTED TO ARCHITECT ANDENGINEER FOR APPROVAL BEFORE ORDERING SUCH EQUIPMENTS. NO EXCEPTION.SECTION 6: TESTINGa)AFTER COMPLETION OF WORK, TESTS ON THE HVAC SYSTEMS, INCLUDING A DUCT LEAKAGETEST, AND ON AIR BALANCE PERFORMANCE ARE REQUIRED. THE AIR QUALITY RESULTSSHOULD CONFORM WITH THE VOLUME SHOWN ON THE PLAN. PROVIDE ALL NECESSARYTESTING EQUIPMENTS AND LABORS AT NO COST TO THE OWNER.b)THE TESTED AIR QUALITY SHOULD BE WITHIN 5% OF THE DESIGN VALUE INDICATED ON PLANS.NOTIFY ENGINEER IMMEDIATELY IF AIR QUALITY IS OUT OF THE RANGE. NO EXCEPTION.SECTION 7: OPERATING INSTRUCTIONSa)THE BUILDER SHALL PROVIDE THE BUILDING OWNER OR PERSON(S) RESPONSIBLE FORBUILDING MAINTENANCE (IN CASE OF MULTI-TENANT OR CENTRALLY OPERATED BUILDINGS) ATOCCUPANCY THE FOLLOWING: 1)OPERATING INFORMATION: THE APPROPRIATE CERTIFICATE(S)OF COMPLIANCE AND A LIST OF THE FEATURES, MATERIALS, COMPONENTS, AND MECHANICALDEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO OPERATE THEMEFFICIENTLY. 2) MAINTENANCE INFORMATION: REQUIRED ROUTINE MAINTENANCE ACTIONSSHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABELMAY BE LIMITED TO IDENTIFYING THE OPERATION AND MAINTENANCE MANUAL. 3) VENTILATIONINFORMATION: A DESCRIPTION OF THE QUANTITIES OF OUTDOOR AND RECIRCULATED AIR THATTHE VENTILATION SYSTEMS ARE DESIGNED TO PROVIDE TO EACH AREA.b)CONTRACTOR SHOULD PREPARE AT LEAST THREE SETS MANUALS, COVERING 1. OIL ANDLUBRICATION INSTRUCTIONS 2. PARTS SCHEDULE AND REPLACEMENT INSTRUCTIONS 3. AIRFLOW AND AIR BALANCE REPORT.SECTION 8: WARRANTYa)THE CONTRACTOR SHALL PROVIDE OWNER WITH A WRITTEN MINIMUM TWO (2) YEARMANUFACTURING WARRANTY ON ALL HVAC EQUIPMENT PROVIDED AND/OR INSTALLED. THEWARRANTY SHALL INCLUDE ALL LABOR, MATERIALS, AND THREE (3) ROUTING SERVICES WITHFILTER CHANGES DURING A ONE (1) YEAR PERIOD.

MECHANICAL SYMBOLS & GENERAL NOTES

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Sheet Number:UNDER THE SUPERVISION OF:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT MECHANICAL &PLUMBING ENGINEERS12208 WITT ROAD,POWAY, CA92064(949)241-7796EXP. 06-30-2025No.40394SHAYAN ZOLGHADRREGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIA3-5-25 M1.1 VENTILATION CALCULATIONOCCUPANCY CATEGORYFLOOR AREA (SQ.FT)*AREA OUTDOOR AIR RATE(CFM/SQ.FT)AREA OUTDOOR AIRREQUIREMENT(CFM)PERSONS(QTY.)*PEOPLE OUTDOOR AIR RATE(CFM/PERSON)PEOPLE OUTDOOR AIRREQUIREMENT(CFM)OUTSIDE AIR REQUIREMENT(CFM)OUTSIDE AIR PROVIDED(CFM)MULTI PURPOSE ROOM22800.06136.8645 320.0456.8500GYM8500.18153.01820360.0513.0550COMPUTER POOL3200.0619.29 5 45.064.2100NOTE: *PER CMC TABLE 402.1969.81150 EXHAUST CALCULATIONOCCUPANCY CATEGORYFLOOR AREA(SQ.FT.)*EXHAUST RATE(CFM/SQFT.)NO OF WATERCLOSET & URINALEXHAUST PER PLUMBINGFIXTURE(CFM/FIXTURE)EXHAUSTREQUIRMENTS(CFM)EXHAUST PROVIDED(CFM)MEN'S RESTROOM1500370210210WOMEN'S RESTROOM1500370210210JANITOR CLOSET2610 0 2630NOTES: *PER CMC TABLE 403.7FAN SCHEDULEEQUIPMENTNO.SERVICELOCATIONCFMSTATIC PRESS.(IN W.G)MOTORMANUFACTURER &MODELOPTION- ACCESSORIESWATTSHPRPMVOLT.-PH.-HZ. (N)WOMEN'S RESTROOMMEN'S RESTROOMJANITOR CLOSETROOF6000.5-1 / 81550115-1-60GREENHECK G-095DOR EQUALBACKDRAFT DAMPERCONTROLLED BY OCCUPANCYSENSOR OPERATION WT.=25 LBS1EF ROOFTOP UNIT SCHEDULEEQUIPMENTNO.SERVICEMANUFACTURERMODELYEARAIR FLOWCOOLINGHEATINGELECTRICALDIMENSIONWEIGHTOPTIONS-ACCESSORIESSUPPLY(CFM)MIN OA(CFM)E.S.P(IN.W.C)BTU/HRNOM. TONEERBTU/HREFFGASV-P-HZFLAMCAMOCPLXWXH(in)lbsKEY NOTE NO. (E)MULTI PURPOSEROOMTEMPSTARTPGB090H2LA199730005000.6850007.59160000.8200 [email protected]~10IN.WC460-3-601920.72590X58X4410951,2,3,4,5NOTES:1-STANDARDS FOR AIR CONDITIONERS AND HEAT PUMPS THAT ARE CONSUMER PRODUCTS, MANUFACTURED ON OR AFTER JANUARY 1, 2023.FOR SPLIT SYSTEM HEAT PUMPS MINIMUM HSPF2 : 7.5 & MINIMUM SEER2:14.3 THIS SYSTEM CONTAINS R-410A REFRIGERANT AND POE OIL.2- AN AIR ECONOMIZER CAPABLE OF MODULATING OUTSIDE-AIR AND RETURN-AIR DAMPERS TO SUPPLY 100 PERCENT OF THE DESIGN SUPPLY AIR QUANTITY AS OUTSIDE AIR AND SHALL INCLUDE A STAND-ALONE OR INTEGRATED FAULT DETECTION AND DIAGNOSTICS (FDD) SYSTEM.3- ALL RECIRCULATED AIR OR OUTDOOR AIR SUPPLIED TO OCCUPABLE SPACES IS FILTERED (MINIMUM MERV 13) BEFORE PASSING THROUGH ANY AIR CONDITIONING COMPONENT.4- EXISTING MICROMETL BRAND FIELD INSTALLED ECONOMIZER WITH FAULT DETECTION AND DIAGNOSTICS, ULTRA LOW LEAK HORIZONTAL AND BAROMETRIC RELIEF.5- TWO STAGE COOLING MODE.6- PROVIDE AND INSTALL A NEW MANUAL OUTSIDE AIR HOOD. 1RTU
AIR HANDLER UNIT SCHEDULEEQUIPMENTNO.SERVICEMANUFACTURERMODELFLOWRATESTATICPRESSURELOW/HIGHSTAGEELECTRICALDIMENSIONWEIGHT OPTIONS- ACCESSORIESCFMIN. WCCFMV-P-HZFLA/MCAMCCPLXWXH(in)lbs (N)GYMGOODMANAMST60DU1320000.52000 / 1000208/240-1-606.9/8.61558X24X21167FILTER 19.5X20X1 MERV13, SUPPLY 24X12, RETURN 20X18- AN AIR ECONOMIZER CAPABLE OF MODULATING OUTSIDE-AIR AND RETURN-AIR DAMPERS TO SUPPLY 100 PERCENT OF THEDESIGN SUPPLY AIR QUANTITY AS OUTSIDE AIR AND SHALL INCLUDE A STAND-ALONE OR INTEGRATED FAULT DETECTION ANDDIAGNOSTICS (FDD) SYSTEM.2- ALL RECIRCULATED AIR OR OUTDOOR AIR SUPPLIED TO OCCUPIABLE SPACES IS FILTERED (MINIMUM MERV 13) BEFOREPASSING THROUGH ANY AIR CONDITIONING COMPONENT. (N)COMPUTERPOOLGOODMANAMST24BU138000.5600 / 900208/240-1-604.6/5.81545X18X21112FILTER 16X20X1 MERV13SUPPLY 16X12RETURN 20X121AHU2AHU HEAT PUMP UNIT SCHEDULEEQUIPMENT NO.SERVICEMANUFACTURERMODELNET COOLINGHEATINGSEER2/HSPF2ELECTRICALDIMENSIONWEIGHTOPTIONS- ACCESSORIESBTU/HRNOM. TONBTU/HRV-P-HZMCAMOCPLXWXH(in)lbs (N)GYMDAIKINDH4SEA6040*60,000560,00014.3 / 7.8460-3-6010.41536X36X42300NA (N)COMPUTER ROOMGOODMANGLZS4BA2410*2400022400015.2 / 7.8208/230-1-6011.21529X29X32150NANOTES: TO COMPLY WITH CALIFORNIA REGULATIONS, THE HEAT PUMP REFRIGERANT SHOULD BE R-32 OR R-454B, AS THEY MEET THE STATE'S LOW GLOBAL WARMING POTENTIAL (GWP) REQUIREMENTS1HP2HP SCHEDULE-AIR DISTRIBUTIONTAGDESCRIPTIONMANUFACTURERSERIESCFMDUTYNECK (INCH)SIZEDAMPERMATERIALDESCRIPTIONEG-1EXHAUST GRILLETITUS55FS0 ~190EXHAUST6X6NECK PLUS1 3/4"EACH DIRECTIONYESALUMINIUMSTAMPEDSD-1SIDE WALL REGISTERTITUS272FL500 ~ 900SUPPLY24X16NECK PLUS1 3/4"EACH DIRECTIONYESALUMINIUMSTAMPEDSD-2SIDE WALL REGISTERTITUS272FL300 ~ 500SUPPLY18X10NECK PLUS1 3/4"EACH DIRECTIONYESALUMINIUMSTAMPEDSD-3SIDE WALL REGISTERTITUS272FL1300 ~ 1700SUPPLY30X16NECK PLUS1 3/4"EACH DIRECTIONYESALUMINIUMSTAMPEDSD-4SIDE WALL REGISTERTITUS272FL400 ~ 800SUPPLY22X10NECK PLUS1 3/4"EACH DIRECTIONYESALUMINIUMSTAMPEDSD-5SIDE WALL REGISTERTITUS272FL75 ~ 200SUPPLY6X6NECK PLUS1 3/4"EACH DIRECTIONYESALUMINIUMSTAMPEDCD-1CEILING DIFFUSERTITUS272FL75 ~ 200SUPPLY12X12NECK PLUS1 3/4"EACH DIRECTIONYESALUMINIUMSTAMPEDRG-1RETURN GRILLETITUS55FS2000RETURN30X18NECK PLUS1 3/4"EACH DIRECTIONNOALUMINIUMSTAMPEDRG-2RETURN GRILLETITUS55FS800RETURN18X16NECK PLUS1 3/4"EACH DIRECTIONNOALUMINIUMSTAMPEDRG-1RETURN GRILLETITUS55FS3000RETURN36X24NECK PLUS1 3/4"EACH DIRECTIONNOALUMINIUMSTAMPEDNOTES: A. REFER TO ARCHITECTURAL DRAWINGS FOR TYPE OF SOFFIT, CEILING AND/OR SUSPENSION SYSTEM. B. FINISH SHALL BE OF THE TYPE AND COLOR SELECTED BY ARCHITECT. SUBMIT FINISH CHART WITH SHOP DRAWINGS. C. NC<30. D. NECK SIZES TO MATCH DUCT CONNECTION UNLESS NOTED OTHERWISE. SELECTIONS ARE BASED ON PRODUCTIONS BY TITUS . EQUAL PRODUCTS: KRUEGER, METAL*AIRE & PRICE.

MECHANICAL SCHEDULES

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EXISTING BEAM TO REMAIN

EXISTING BEAM TO REMAIN
EXISTING BEAM TO REMAINTYP.OF 6
TYP.OF 6
TYP.OF 2
TYP.OF 8TYP.OF 8
TYP. OF 6TYP.OF 4
TYP.OF 2TYP.OF 3 KITCHENMEN'SRESTROOMWOMEN'SRESTROOM

MULTI-PURPOSEROOM

ELECTRICALSTORAGESTORAGESTORAGE
JANITORSTORAGESTORAGEHALLWAYTYP. OF 5
TYP.OF 5
TYP.OF 2TYP.OF 2
TRUENORTH01MECHANICAL PEFLECTED CEILING PLAN-DEMO3/16" = 1'-0" WH-1
Sheet Number:UNDER THE SUPERVISION OF:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT MECHANICAL &PLUMBING ENGINEERS12208 WITT ROAD,POWAY, CA92064(949)241-7796EXP. 06-30-2025No.40394SHAYAN ZOLGHADRREGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIA3-5-25 M2.0 MECHANICAL PLAN NOTES123
REMOVE AND DEMOLISH THE SUPPLY DUCT,REGISTER, AND ALL RELATED ACCESSORIES.REPAIR AND RESTORE THE AREA WHERE THEDUCT PENETRATED THE EXISTING EXTERIOR WALLTO ENSURE PROPER WALL INTEGRITY.REMOVE AND DEMOLISH THE RETURN GRILLE .REPAIR AND RESTORE THE AREA WHERE THEDUCT PENETRATED THE EXISTING EXTERIOR WALLTO ENSURE PROPER WALL INTEGRITY.REMOVE AND DEMOLISH THE TRANSFER GRILLE .REMOVE AND DEMOLISH THE KITCHEN HOOD,EXHAUST DUCT, EXHAUST FAN, AND ALL RELATEDACCESSORIES. REPAIR AND RESTORE THE AREAWHERE THE DUCT PENETRATED THE EXISTINGEXTERIOR WALL TO ENSURE PROPER WALLINTEGRITY.REMOVE AND DEMOLISH RESTROOM'S EXHAUSTFAN, AND ALL RELATED ACCESSORIES. REPAIRAND RESTORE THE AREA WHERE THE DUCTPENETRATED THE EXISTING EXTERIOR WALL TOENSURE PROPER WALL INTEGRITY.REMOVE AND DEMOLISH WATER HEATER HEATER'SVENT PIPE, PREPARE THE EXISTING HOLE FORNEW VENT.REMOVE AND DEMOLISH THE SUPPLY DUCT,REGISTER, AND ALL RELATED ACCESSORIES.RETAIN AND PROTECT THE EXISTING ROOFTOPUNIT IN PLACE. CONTRACTOR TO EVALUATE THEUNIT'S FUNCTIONALITY AND REPORT ANYDEFICIENCIES FOR REPAIR OR MAINTENANCE. 45 1
12 3
456
7 678
8 MECHANICAL REFLECTED CEILING PLAN - DEMO

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C.H.=
UP
C.H.=
C.H.=
C.H.=
1RTU
20"X18"LOUVER FOROUTSIDE AIROUTSIDE AIR20"X18"RA
12"X12" LOUVERFOR OUTSIDE AIROUTSIDE AIR
30"X14"SA
16"X14"SA
30"X14"SA24"X16"SA12"X12"SA
1HP
WH-1
3"EXHAUST OUTLET VENT AND3" INTAKE AIR INLETVENT.SCHEDULE 40 PVC ORABS/SCHEDULE 40 OR 80 CPVC.FOR INSTALLATION SEE DETAILSHEETS

DIRECT VENTEXHAUST ANDINTAKE AIR
10"Ø EXHAUST DUCT UPTO ROOF EXHAUST FAN600 CFM TOTAL EXHAUST6"Ø EXHAUSTWALL VENT TRTU-1
TAHU-1
TAHU-2
EXHAUEST AIR18"X18"LOUVER FOREXHAUST
TRUENORTH01MECHANICAL REFLECTED CEILING PLAN-PROPOSED3/16" = 1'-0" 2HP 1400SD-3
400SD-2100SD-5
400SD-4
500SD-4400SD-43000RG-3 700SD-1700SD-1600SD-12000RG-1
100EG-1
110EG-1110EG-1100EG-190EG-190EG-11AHU
2AHU20"X12"RA800RG-2
400SD-2200CD-1
101MULTI-PURPOSE HALL
102GYM
103COMPUTER POOL
104WOMEN'S105MEN'S
106BAR
107STORAGE
107STORAGE
108HALLWAYS108HALLWAYS
108HALLWAYS
72"X30" HVACACCESS PANEL
60"X24" HVACACCESS PANEL
6"Ø EXHAUSTFOR RANGEHOOD
Sheet Number:UNDER THE SUPERVISION OF:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT MECHANICAL &PLUMBING ENGINEERS12208 WITT ROAD,POWAY, CA92064(949)241-7796EXP. 06-30-2025No.40394SHAYAN ZOLGHADRREGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIA3-5-25 M3.0

MECHANICAL PLAN NOTES
MECHANICAL GENERAL NOTES1- DUCT SYSTEMS USED WITH BLOWER TYPE EQUIPMENT WHICH AREPORTIONS OF A HEATING, COOLING, ABSORPTION, EVAPORATIVE COOLING OROUTDOOR AIR VENTILATION SYSTEM SHALL BE SIZED IN ACCORDANCE WITHCHAPTER 17 OF THE CALIFORNIA MECHANICAL CODE. 12 3
PROVIDE AND INSTALL (N) AHU-1 AND (N) AHU-2 UNIT . RELATEDHEAT PUMP UNIT SHALL BE LOCATED ON GROUND .CONDENSATE FROM AIR-COOLING COILS SHALL BE COLLECTED ANDDISCHARGED TO AN APPROVED PLUMBING FIXTURE OR DISPOSALAREA. WHERE DISCHARGED INTO THE DRAINAGE SYSTEM,EQUIPMENT SHALL DRAIN BY MEANS OF AN INDIRECT WASTE PIPE.THE WASTE PIPE SHALL HAVE A SLOPE OF NOT LESS THAN 1/8 INCHPER FOOT (10.4 MM/M) OR 1 PERCENT SLOPE AND SHALL BE OFAPPROVED CORROSION-RESISTANT MATERIAL NOT SMALLER THANTHE OUTLET SIZE IN ACCORDANCE WITH SECTION 310.3 ORSECTION 310.4 FOR AIR-COOLING COILS OR CONDENSINGAPPLIANCES, RESPECTIVELY. CONDENSATE OR WASTEWATERSHALL NOT DRAIN OVER A PUBLIC WAY.PROVIDE AND INSTALL (N) HP-1 AND (N) HP-2, REFRIGERANT PIPINGUP TO CORRESPONDING AIR HANDLING UNIT ON. SIZEREFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATION.INSTALL THERMOSTATS (2) AT 40" AFF. THERMOSTATS SHALL BE7-DAY PROGRAMMABLE TYPE WITH AUTO-CHANGEOVER. OWNERFURNISHED THERMOSTAT FOR ELECTRICAL CONTRACTOR TOINSTALL. INSULATE EXTERIOR WALL BEHIND THERMOSTAT ANDCAULK WIRE PENETRATION THROUGH WALL. COORDINATE WITHELECTRICAL. INSTALL WALL MOUNTED TEMPERATURE SENSORADJACENT TO RA GRILLE. REFER TO TEMPERATURE SENSOR MOUNTINGDETAIL FOR ADDITIONAL INFORMATION.PROVIDE SUPPLY DIFFUSER . MOUNT BOTTOM OF REGISTER AT AMINIMUM OF 8' AFF.T.Y.P.PROVIDE BAROMETRIC RELIEF DAMPER FOR PRESSURE BALANCE .MOUNT BOTTOM OF GRILLE AT A MINIMUM OF 8' AFF.SUPPLY AIR SMOKE DETECTOR INTERLOCKED TO SHUT DOWN UNITUPON DETECTION OF SMOKE. INSTALL ASSOCIATED REMOTEANNUNCIATOR WITH PIEZO ALARM AND POWER LEDS FOR VISIBLEAND AUDIBLE ALARM SIGNAL, AND VISIBLE TROUBLE SIGNAL.PROVIDE RETURN GRILLE . MOUNT BOTTOM OF REGISTER AT AMINIMUM OF 8' AFF.T.Y.P.PROVIDE EXHAUST GRILLE . MOUNT BOTTOM OF REGISTER AT AMINIMUM OF 8' AFF.T.Y.P.UNDERCUT RESTROOM DOOR 1" FOR TRANSFER AIR.10" DUCT UP TO ROOF FROM CORNER OF THE OFFICE 13 ON THESECOND FLOOR, CONTRACTOR SHOULD COORDINATE WITHSECOND FLOOR'S TENANT TO SEE IF THE NEED TO MOVE THEEXHAUST DUCT TO OTHER PLACE. 4567
12 12
3 3
4 4
4 5
6 7
7 89
89 10
1010
11 11

MECHANICAL REFLECTED CEILING PLAN - PROPOSED

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TRANSITION W/EQUIPMENT
45°W1/2 W(4" MIN.)BRANCH DUCT
A°A°A°FOBFOB
FOBA°PLAN VIEWELEVATIONELEVATIONPLAN VIEWA°FOTFOTFOTA°A°A°FOBFOT ANGLE A = 30° WHEN AIR FLOWS IN DIRECTION OF ARROW (SUPPLY AIR).ANGLE A = 20° WHEN AIR FLOWS IN OPPOSITE DIRECTION OF ARROW (RETURN OR EXHAUST).NOTES:2)1)LOW VELOCITY DUCT FITTINGS DETAILREFER TO SHEET M1.001

INSULATE BACKPAN OFDIFFUSER
4)2)3)1)NOTES: LAY-IN FRAME (SURFACESUPPLY DIFFUSER WITHADAPTOR (IF REQUIRED)SQUARE TO ROUND

FLEXIBLE DUCT CONNECTION
DIFFUSER STARTER COLLAR (MINIMUM 4").INSULATED FLEXIBLE DUCTCEILINGMOUNT FRAME SIMILAR) 1" X 20 GAUGE GALVANIZED SUPPORT STRAP
PROTECTION SADDLEBALANCING HANDLE. LOCK INTOPOSITION AND MARK PERMANENTLY.

RIGID ROUND SHEET METAL DUCTBALANCING DAMPERINSULATEDSUPPLY DUCT PROVIDE AT FLEXIBLE DUCT CONNECTION METAL OR "PANDUIT" DRAWBAND ON THE INTERIORFLEXIBLE DUCT HELIX. SECURE THE INSULATION OVER THE DRAW BAND WITH AN ADDITIONALDRAWBAND.PROVIDE BEADING ON ROUND METAL DUCT 12" OR LARGER IN DIAMETER.PROVIDE MINIMUM 4" COLLARS FOR ATTACHMENT OF THE FLEXIBLE DUCT TO ROUND DUCT,DAMPERS AND DIFFUSERS.BAND RIGID ROUND DUCT INSULATION TO DUCT AND PROVIDE TAPE FOR INSULATIONOVERLAP.02DIFFUSER CONNECTION DETAIL - FLEX DUCTREFER TO SHEET M1.0FLEXIBLE DUCTS SHALL NOTEXCEED 6'-0" IN LENGTH.

WRAPPED INSULATION COVERING RIGID ROUND DUCT(SEE SPECIFICATIONS ON SHEET MP) MINIMUM 3 FEET
VENT8"MINIMUMSTORM COLLARALL WEATHER VENT CAP
ROOFINGROOF STRUCTUREROOF INSULATIONSOLDER ALL ROUNDFLASH PENETRATIONTHROUGH ROOF22 GAUGE SLEEVE2" TYPICAL ALL AROUND VENT THROUGH ROOF DETAILREFER TO SHEET M1.003

MECHANICAL DETAILS

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ELECTRICAL SYMBOLS LEGEND
A.F.F.WP
LED DOWNLIGHT LIGHT FIXTURE.LED DOWNLIGHT FIXTURE WITH BATTERY BACKUPSURFACE MOUNTED LIGHT FIXTURE.EXIT SIGN WITH BATTERY BACKUP LOCATED BOTTOM AT 7'-6"A.F.F.2'X4' LED LIGHT FIXTURE RECESSED MOUNTED2'X4' LED LIGHT FIXTURE W/EMERGENCY BATTERYSINGLE POLE SWITCH, +3'-10" OR AS NOTED.DIMMER SWITCH, +3'-10" OR AS NOTED.DUPLEX RECEPTACLE, +18" OR AS NOTED.QUAD RECEPTACLE, +18" OR AS NOTED.GROUND FAULT RECEPTACLE, +18" OR AS NOTED.WEATHER PROOF, G.F.I. PROTECTED RECEPTACLE.SPECIAL RECEPTACLE, NEMA STYLE AS NOTED, +18" OR ASNOTED.NONE FUSED DISCONNECT SWITCHFUSED DISCONNECT SWITCHMOTOR CONNECTION.120/208V., PANELBOARD, TOP 6'-0".ABOVE FINISHED FLOOR.WEATHERPROOF.

WPGFISD
18528 LOCKSLEY ST.SAN DIEGO CA 92128619-694-9495
Sheet Number:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT GENERAL NOTES1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TOTHE NATIONAL ELECTRICAL CODE AND ALL APPLICABLELOCAL CODES AND REGULATIONS.2.MINIMUM SIZE OF CONDUIT SHALL BE 1/2", MINIMUM SIZE OFCONDUCTOR SHALL BE #12 AWG UNLESS OTHERWISENOTED.3.ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENTGUTTER SPACE AND LUGS TO ACCOMMODATE CONDUCTORSSHOWN.4.WHERE WIRE SIZES ARE INDICATED ON PLANS, FORINDIVIDUAL CIRCUITS, THE WIRE SIZE INDICATED SHALLAPPLY TO THE COMPLETE CIRCUIT, UNLESS OTHERWISENOTED.5.ALL JUNCTION BOXES AND PULL BOXES SHALL BE OF CODEGAUGE AND OF THE REQUIRED SIZE TO ACCOMMODATENUMBER OF CONDUCTORS SHOWN.6.ALL PULL BOXES IN FINISHED AREAS SHALL HAVE FACTORYAPPLIED PRIME COAT OF PAINT.7.ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACTLOCATION OF ALL MECHANICAL, PLUMBING, KITCHENEQUIPMENT AND REFRIGERATION AND ALL OTHEREQUIPMENT REQUIRING ELECTRICAL CONNECTION PRIOR TOANY WORK.8.ALL PANELBOARDS SHALL HAVE LOCKING DOOR AND BEKEYED FOR A CORBIN #60 KEY UNLESS OTHERWISE NOTED.9.STUB OUT (2) 1" CONDUITS FROM ALL FLUSH MOUNTEDPANELBOARDS INTO ACCESSIBLE CEILING SPACE AND CAPFOR FUTURE USE.10.ELECTRICAL CONTRACTOR SHALL EXTEND WIRING FROM ALLJUNCTION BOXES, RECEPTACLES, SWITCHES, ETC. ANDMAKE FINAL CONNECTION AS REQUIRED TO ALL BUILDINGEQUIPMENT REQUIRING ELECTRICAL CONNECTIONS.11.ALL MOUNTING HEIGHTS SHOWN ARE TO CENTER LINE OFOUTLET OR DEVICE AND SHALL APPLY UNLESS INDICATEDOTHERWISE.12.DRAWINGS ARE DIAGRAMMATIC AND INDICATED GENERALARRANGEMENT OF SYSTEMS AND WORK INCLUDED.FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECKDRAWINGS OR OTHER TRADES RELATING TO WORK TOVERIFY SPACE IN WHICH WORK WILL BE INSTALLED.MAINTAIN HEADROOM AND SPACE CONDITIONS AT ALLTIMES.13.LOCATION OF LOCAL WALL SWITCHES ARE SUBJECT TOMODIFICATIONS. AT OR NEAR DOOR, INSTALL SWITCHES ONSIDE OPPOSITE TO DOOR HINGE. VERIFY FINAL HINGELOCATION IN FIELD PRIOR TO ANY WORK.14.ELECTRICAL CONTRACTOR SHALL COORDINATE THELOCATION OF ALL WALL OUTLET BOXES FOR CLOCKS,SWITCHES, HORNS FIRE ALARM STRIKE STATIONS,SPEAKERS, RECEPTACLES ETC.15.WHERE ELECTRONIC MOTORS OR HEATERS ARE INSTALLEDIN HUNG CEILINGS, PROVIDE DISCONNECT SWITCH IN HUNGCEILING WITHIN REACH FROM ACCESS POINT.16.EXPOSED RACEWAYS (WHEN INDICATED ON DRAWINGS)SHALL BE RUN PARALLEL WITH OR AT RIGHT ANGLES TOWALLS.17.FURNISH APPROVED EXPANSION FITTINGS WHERE RACEWAYCROSSES BUILDING EXPANSION JOINTS.18.FURNISH FISH WIRE IN EACH RACEWAY RUN OVER 10' INLENGTH, IN WHICH PERMANENT WIRING IS NOT INSTALLED.19.NOT MORE THAN THREE LIGHTING OR CONVENIENCE OUTLETCIRCUITS ARE PERMITTED IN ONE CONDUIT, UNLESSOTHERWISE INDICATED.20.PROVIDE PULL BOXES WHEREVER NECESSARY TOFACILITATE PULLING OF CONDUCTORS. COORDINATELOCATIONS OF BOXES WITH OTHER TRADES TO AVOIDCONFLICT.21.SUPPORT PANELBOARDS, JUNCTION AND PULL BOXESINDEPENDENTLY TO BUILDING STRUCTURE WITH NO WEIGHTBEARING ON RACEWAYS.22.OUTLET BOXES FOR FIXTURES RECESSED IN HUNG CEILINGSHALL BE ACCESSIBLE THROUGH OPENING CREATED BYREMOVAL OF FIXTURES.23.SEE MECHANICAL, PLUMBING, KITCHEN EQUIPMENT ANDREFRIGERATION DRAWINGS FOR ADDITIONAL CONNECTIONREQUIREMENTS TO CONTROL PANELS AND TRANSFORMERS,SWITCHES, TIME CLOCKS, VALVES, STATS, RELAYS, ETC.INDICATED ON CONTROL WIRING DIAGRAMS. ELECTRICALCONTRACTOR SHALL VERIFY FINAL CONTROL WIRINGREQUIREMENTS PRIOR TO ANY WORK AND PROVIDE ALLNECESSARY DEVICES AND CONNECTIONS AS REQUIRED.24. ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT SHALLBE WEATHERPROOF TYPE.25. NO CONDUIT RUNS WILL BE ALLOWED IN CONCRETE SLAB.ALL CONDUITS WILL BE PLACED IN THE HUNG CEILINGUNLESS SPECIFICALLY INDICATED TO BE UNDERGROUND.26. LIGHTING, POWER, TELEPHONE AND COMMUNICATIONSOUTLETS SHALL NOT BE PLACED BACK TO BACK.27. CONTACT UTILITY COMPANIES FOR SCOPE OF WORK PRIORTO SUBMITTING BID; INCLUDE UTILITY CHARGES IF ANY.28. WHERE MORE THAN (1) ONE LIGHT SWITCH OCCURS AT SAMELOCATION, SWITCHES SHALL BE MOUNTED IN A MULTIPLEGANG BOX UNDER A SINGLE COVER PLATE.29. WHERE MOUNTING HEIGHTS OR DIMENSIONS OF DEVICELOCATIONS ARE SHOWN, CONTRACTOR SHALL CONFIRMSUCH DIMENSIONS WITH ARCHITECTURAL DRAWINGS.WHERE CONFLICT IN DIMENSIONS OCCUR BETWEENDRAWINGS, OR WHERE NO DIMENSIONS OR MOUNTINGHEIGHTS ARE INDICATED ON EITHER SET OF DRAWINGS,CONTRACTOR SHALL VERIFY THESE ITEMS WITH ARCHITECTIN FIELD PRIOR TO ROUGH-IN.

1. NFPA 70, NATIONAL ELECTRICAL CODE, 2023 EDITION2.. CALIFORNIA BUILDING CODE, PART 2, TITLE 24, 2022 EDITION3. CALIFORNIA BUILDING CODE, PART 3, TITLE 24, 2022 EDITION4. CALIFORNIA BUILDING CODE, PART 4, TITLE 24, 2022 EDITION5. CALIFORNIA FIRE CODE, TITLE 24, PART 9, TITLE 24, 2022EDITION6. NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2022EDITION

CODES & STANDARDS

30. ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLSAND FLOORS SHALL BE PROTECTED BY MATERIALS TESTEDIN ACCORDANCE WITH UL1479/ASTM E-814. INSTALLATIONSHALL FOLLOW MANUFACTURER'S INSTRUCTIONS ANDMAINTAIN THE FIRE RATING OF WALLS AND/OR FLOORSAFFECTED. PROVIDE HILTI C5240 FIRESTOP SEALANT, CSFMLISTING NO. 4060-1200:100, OR EQUIVALENT STATE FIREMARSHALL APPROVED AND LISTED MATERIAL. REFER TO5/E4.1 FOR DETAIL.31. WHERE LIGHTING FIXTURES ARE FOR LAY-IN MOUNTING IN ANEXPOSED RUNNER TYPE OF CEILING, PROVIDE EACHFIXTURE WITH CLIPS (4 REQUIRED) OR EQUIVALENT MEANSTO PREVENT THE ACCIDENTAL DISENGAGEMENT OF THEFIXTURE FROM THE CEILING. WHERE FIXTURES IN SUCHCEILINGS ARE SQUARE OR RECTANGULAR IN SHAPE,PROVIDE EACH FIXTURE WITH FOUR (4) #12 AWGGALVANIZED STEEL WIRES WITHIN 3 INCHES OF EACH OFTHE CORNERS, AND SECURE TO THE BUILDING STRUCTUREAS REQUIRED.32. ALL CONDUCTORS SHALL BE COPPER, TYPE THHN/THWN,U.O.N. CONDUCTORS IN CONDUIT EXPOSED ON THE ROOFSHALL HAVE 90° INSULATION (THWN-2), #12 AND SMALLERSHALL BE SOLID TYPE, AND #10 AWG AND LARGER SHALL BESTRANDED.33. TRANSFORMER INSULATION SHALL BE SUITABLE FOR 150°AVERAGE TEMPERATURE RISE. SEE SPECIFICATIONS FORDETAILS.34. ALL RECEPTACLE OUTLETS SERVING COMPUTER EQUIPMENTSHALL HAVE A SEPARATE ISOLATED, INSULATED GROUNDWIRE - SEPARATED NEUTRAL FOR EACH CIRCUIT OROVERSIZE NEUTRAL (#10) FOR MULTI-CIRCUITS.35. ALL CONDUITS SHALL BE ELECTRICAL METALLIC TUBING ANDRIGID STEEL CONDUIT ONLY. PROVIDE APPROPRIATECOUPLINGS, CONNECTORS AND OTHER FITTINGS ASREQUIRED.36. EMERGENCY CIRCUITS SHALL BE ENTIRELY INDEPENDENT OFALL OTHER WIRING AND EQUIPMENT AND SHALL NOT ENTERSAME RACEWAY, BOXES OR CABINETS WITH OTHER WIRINGEXCEPT WHERE PROVIDED IN NEC 700-9B.37. RECESSED FIXTURE IN FIRE RATED ASSEMBLY SHALL BEAPPROVED PRIOR TO INSTALLATION UBC-4304.38. BOXES SHALL BE SECURED AS PER ART 370-13.39. ALL U.L. LISTED EQUIPMENT SHALL BE INSTALLED AS PERLISTING OR LABELING (i.e. MAX. FUSE SIZE MEANS FUSEPROTECTION REQUIRED), AND SHALL BE INSTALLED ASAPPROVED.40. ALL EQUIPMENT SHALL BE LISTED BY AN ACCEPTED TESTINGLAB AND BEAR THE LISTING STICKER IN AN ACCESSIBLELOCATION.41. SUBMIT TORQUE CERTIFICATE FOR ALL ELECTRICALEQUIPMENT/CONNECTIONS PRIOR TO CERTIFICATE OFOCCUPANCY ISSUANCE.42. CONSULT WITH DISTRICT INSPECTOR BEFORE STARTINGWORK.43. ALL RACEWAYS/CONDUITS FOR POWER SHALL HAVE A GREENINSULATED GROUNDING CONDUCTOR.44. FIRE ALARM DESIGN SHALL BE BY OTHERS. UPGRADE FIREALARM SYSTEM TO ACCOMMODATE INTERIM HOUSINGLOADS. EXISTING FIRE ALARM SHALL NOT BE INTERRUPTEDTHOUGH THE DURATION OF THE PROJECT. IMPAIRMENT OFTHE SYSTEM WILL REQUIRE CONTINUOUS FIRE WATCH UNTILIT IS RESTORED.45. NO ATTACHMENT SHALL BE MADE WITHIN THE PROTECTEDZONES OF LFRS (LATERAL FORCE RESISTING SYSTEM), SUCHAS STEEL MOMENT FRAME BEAM TO COLUMN CONNECTIONSOR STEEL BRACED FRAME BRACES AND GUSSET PLATECONNECTIONS. COORDINATE THE LOCATIONS OF THEPROTECTED ZONES WITH THE SEOR.46.PIPES OR CONDUITS SHALL NOT BE EMBEDDED IN ANYFLOOR SLAB, WALL OR FOOTING BUT MAY BE PENETRATEDPER APPROVED PENETRATION DETAILS.47. UNLESS SPECIFICALLY APPROVED ON THE DRAWINGS, NOSTRUCTURAL MEMBERS SHALL BE ALTERED BY CUTTING,BORING, BRAZING, DRILLING, NOTCHING, WELDING, AND ETC.WITHOUT THE SEOR AND DSA APPROVAL.48. MODIFICATIONS/ALTERATIONS TO THE DSA PC (PRE-CHECK)DRAWINGS, SUCH AS NEW OPENINGS THROUGH ROOF,FLOOR SLAB, OR WALLS ARE NOT ACCEPTABLE UNLESSOTHERWISE ALLOWED.49.PROVIDE NEW OPENING REPAIR DETAILS THROUGH ROOF,FLOOR SLABS, OR WALLS. SHOW ALL NEW FLOOR SLAB,ROOF SLAB, OR WALL OPENINGS ON STRUCTURALDRAWINGS ALONG WITH ALL (E) ADJACENT OPENINGS BASEON THE FIELD SURVEY. PROVIDE THE SEOR'S REVIEW ANDACCEPTANCE NOTE FOR EACH CORE LOCATION AS A PARTOF RESPONSES TO PLAN REVIEW COMMENTS.50.PROVIDE (E) OPENING INFILL/PATCHING DETAILS THROUGHROOF OR FLOOR SLABS OR WALLS.51.PROVIDE FLEXIBLE CONNECTIONS TO ALL HVAC EQUIPMENT(A/C UNIT, FANS, ETC.)52.REGARDING PREFAB EQUIPMENT CURBS, PROVIDE OSHPDOPM OR STRUCTURAL CALC'S BY S.E. LICENSED INCALIFORNIA.53.FOR MEP DISTRIBUTED SYSTEMS (CONDUITS, DUCTS, PIPES,ETC.) THRU THE SEISMIC JOINTS, SHOW THAT FLEXIBLECONNECTIONS CAN ACCOMMODATE THE MAX. INELASTICBLDG. SEISMIC DRIFT. SEE THE SEOR.

SHEET INDEXE1.0ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONSE2.0 ELECTRICAL SITE PLANE3.0ELECTRICAL DEMO PLANE4.0ELECTRICAL RENOVATED POWER PLANE5.0ELECTRICAL RENOVATED LIGHTING PLANE6.0 EMERGENCY LIGHTING PHOTOMETRIC CALCULATIONSE7.0ELECTRICAL SINGLE LINE DIAGRAM & PANEL SCHEDULESE8.0ELECTRICAL DETAILSE9.0INTERIOR TITLE 24 CALCULATIONSE10.0EXTERIOR TITLE 24 CALCULATIONS ABBREVIATIONSAC ABOVE COUNTERAFF ABOVE FINISHED FLOORAH AIR HANDLERAPS ARIZONA PUBLIC SERVICE (SERVICE UTILITY CO.)CCTV CLOSED CIRCUIT TELEVISION (SURVEILANCE)CU CONDENSING UNITDDC DIRECT DIGITAL CONTROL(E) EXISTING TO REMAINEC EMPTY CONDUITEF EXHAUST FANEWC ELECTRIC WATER COOLEREXP EXPLOSION - PROOFFAA FIRE ALARM ANNUNCIATORFACP FIRE ALARM CONTROL PANELFC FAN COILG EQUIPMENT GROUNDING CONDUCTORGFCI GROUND FAULT CIRCUIT INTERRUPTER (PERSONNEL)GFP GROUND FAULT PROTECTION (EQUIPMENT)GWH GAS WATER HEATERHWP HOT WATER CIRC PUMPIC INTERCOMIG ISOLATED GROUNDKS KNEE SPACEL/C LIGHTING CONTACTORLTG LIGHTINGMATV MASTER ANTENNA TELEVISIONMCC MOTOR CONTROL CENTERN NEUTRALNL NIGHT LIGHTPB PULLBOXUGPB UNDERGROUND PULLBOXU.O.N UNLESS OTHERWISE NOTEDPNL PANELBOARDRF RETURN AIR FANRH RANGE HOODRIO ROUGH-IN ONLYSC SHORT CIRCUIT CURRENT RATINGSES SERVICE ENTRANCE SWITCHBOARD(S)SF SUPPLY FANSMB SPECIAL SYSTEMS MOUNTING BOARDSPD SURGE PROTECTIVE DEVICESWD SWITCHBOARDSUSE SUITABLE ONLY FOR USE AS SERVICE EQUIPMENTTMB TELEPHONE MOUNTING BOARDTR TAMPER RESISTANTTV TELEVISIONUH UNIT HEATERVR VANDAL RESISTANTWG WIREGUARDWP WEATHERPROOF (NEMA-3R) F

ELECTRICAL SPECIFICATIONS

9. DEMOLITION

10. EXECUTION
SECTION 260533 - RACEWAYS AND BOXES

11. MATERIAL AND INSTALLATION
SECTION 260553 - ELECTRICAL IDENTIFICATION

1. SCOPE

6. GUARANTEE 5. AS BUILT

4. SERVICE CONTINUITY

3. COORDINATION

2. VERIFYING EXISTING CONDITIONS

7. SHOP DRAWINGS
THE DRAWINGS AND THESE SPECIFICATIONS DESCRIBE THESYSTEMS. FURNISH ALL MATERIALS AND DO ALL WORKREQUIRED BY THE DRAWINGS AND SPECIFICATIONS. UNLESSSPECIFICALLY NOTED TO THE CONTRARY, FURNISH AND INSTALLALL NEW MATERIAL AND EQUIPMENT AS REQUIRED TO PRODUCEA COMPLETE OPERATING SYSTEM.BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITHACTUAL EXISTING CONDITIONS AT THE BUILDING. THE INTENT OFTHE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBEDHEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSALFOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADESUCH A STUDY AND EXAMINATION AND TO ACCEPT ALLCONDITIONS PRESENT AT THE SITE. NO REQUEST FORADDITIONAL PAYMENT SHALL BE CONSIDERED AS VALID, DUE TOFAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST.COORDINATE ALL WORK WITH OTHER TRADES. OBTAIN ALLDRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDEALL ELECTRICAL CONNECTIONS REQUIRED WHETHER SHOWN ONELECTRICAL DRAWINGS OR NOT.

CONSIDERATION TO THE OWNER AND ENGINEER PRIOR TO THEBID IN WRITING. ALL SUBSTITUTIONS MUST BE REVIEWED BY THEENGINEER. SUCH REVIEW SHALL NOT RELIEVE THECONTRACTOR FROM COMPLYING WITH THE REQUIREMENTS OFTHE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALLBE RESPONSIBLE AT HIS OWN EXPENSE FOR ANY CHANGESRESULTING FROM HIS PROPOSED SUBSTITUTIONS WHICHAFFECT OTHER PARTS OF HIS OWN WORK OR THE WORK OFOTHER CONTRACTORS.

ALL WORK AND MATERIAL SHALL CONFORM TO THE LATESTRULES OF THE GOVERNING ELECTRICAL CODE ANDINSTALLATION SHALL BE OF THE LATEST INDUSTRY STANDARDSOF WORKMANSHIP.ALL MATERIALS SHALL BE NEW AND LISTED BY UNDERWRITERSLABORATORY (U.L.), OR ANOTHER ACCEPTABLE INDEPENDENTTESTING LABORATORY.LOCATIONS OF ELECTRICAL EQUIPMENT, J-BOXES, AND CONDUITRUNS SHOWN ON THE DRAWINGS ARE APPROXIMATE. FIELDVERIFY FOR EXACT LOCATION AND ROUTING OF EXISTINGEQUIPMENT AND COORDINATE ALL NEW WORK WITH THE OTHERDISCIPLINES TO AVOID CONFLICTS.THIS CONTRACTOR IS TO OBTAIN AND REFER TO H.V.A.C.,PLUMBING AND OTHER DRAWINGS AND PROVIDE ALL CONTROLWIRING, RELAYS, STARTERS, TIME SWITCHES, CONDUITS, ETC.INDICATED THEREON AS BEING PROVIDED UNDER THEELECTRICAL WORK.UNINTERRUPTED SERVICES, INCLUDING LIFE SAFETY SYSTEMSWHERE APPLICABLE, SHALL BE MAINTAINED TO ALL PARTS OFTHE BUILDING OTHER THAN WORK AREAS. SCHEDULESHUTDOWNS WITH THE OWNER, TO MAKE ALTERATIONS AND/ORADDITIONS TO MAIN SWITCHGEAR, ASSEMBLIES, FEEDERS.PROVIDE ANY TEMPORARY SERVICES AS MAY BE REQUIRED.REQUESTS FOR SHUTDOWN SHALL BE MADE AT LEAST 72 HOURSIN ADVANCE TO THE OWNER AT WHICH TIME THE OWNER SHALLSCHEDULE THE EXACT TIME AND DATE. IDENTIFY AT BID TIME,ALL WORK TO BE DONE ON PREMIUM TIME AND TOTAL OVERTIMEMANHOURS REQUIRED FOR COMPLETION.

EFFECTIVELY BOND ELECTRICAL CABINETS, ENCLOSURES, ANDCONDUIT RACEWAY TO CODE APPROVED GROUNDS AS PARTS OFCONTINUOUS GROUNDING SYSTEM.

IDENTIFY FEEDERS WITH THE CORRESPONDING CIRCUITDESIGNATION AT THE OVERCURRENT DEVICE, LOAD END, AND INPULLBOXES.

PROVIDE RECORD DRAWINGS TO THE OWNER WITH ALLCHANGES NOTED THEREON AT THE COMPLETION OF THEPROJECT. RECORD DRAWINGS SHALL BE SIGNED AND DATED BYCONTRACTOR.CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABORAND MATERIALS ON ALL WORK AGAINST DEFECTS INWORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR,EXCEPT FOR LIGHTING FIXTURE LAMPS.

IDENTIFY BRANCH CIRCUITS WITH CORRESPONDING CIRCUITDESIGNATION AT THE OVERCURRENT DEVICE, AT ALL SPLICES,AND IN JUNCTION BOXES.MARK CIRCUIT DESIGNATION ON ALL JUNCTION BOX COVERS.CIRCUIT DESIGNATION MEANS PANEL DESIGNATION AND CIRCUITNUMBER, I.E.,G650-1.

INSTALLATION OF 600 VOLT CONDUCTORS: CONDUCTORS SHALLBE CONTINUOUS BETWEEN OUTLETS OR JUNCTION BOXES. MAKESPLICES IN OUTLET BOXES, PULLBOXES OR PANELBOARDGUTTERS. DO NOT SPLICE PANELBOARD FEEDERS.

COORDINATE ALL DEMOLITION WITH THE NEW REQUIREMENTSTO ASSURE THAT EXISTING EQUIPMENT, WIRING, ETC., THAT ISREQUIRED FOR A COMPLETE AND OPERABLE SYSTEM IS NOTREMOVED.NOTIFY THE OWNER IMMEDIATELY WHEREVER EXISTINGEQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUETO THE NEW CONSTRUCTION, WHEN NOT INDICATED IN THEDRAWINGS.ALL REMOVED MATERIALS AND EQUIPMENT WHICH ARESALVAGEABLE SHALL REMAIN THE PROPERTY OF THE OWNER.DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON THEPREMISES AS DIRECTED BY OWNER, AND NEATLY PILE OR STORETHEM AND PROTECT FROM DAMAGE. REMOVE FROM PREMISESAND DISPOSE OF ALL MATERIALS CONSIDERED BY THE OWNERTO BE SCRAP.CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT,UTILITY LINES AND MATERIALS. WHEN WORKING ON FINISHEDSURFACES, LIMIT DAMAGE TO THE CONFINED SPACE ANDRESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICHARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK.EQUIPMENT, MATERIALS AND SUPPLIES REMOVED FORPROTECTION SHALL BE REPLACED IN ORIGINAL LOCATIONS. ANYMATERIALS DAMAGED SHALL BE REPLACED WITH NEWMATERIALS OF LIKE KIND AND QUALITY AT NO COST TO OWNER.DO ALL CUTTING AND PATCHING OF FLOORS, WALLS, CEILINGS,ETC., TO MATCH EXISTING. SCHEDULE CUTTING AND PATCHINGOF FLOORS WITH THE OWNER. CORE DRILLING FOR CONCRETEWILL BE THE ONLY METHOD PERMITTED.

ANY EXISTING CONDUITS, PIPING, ETC. DAMAGED DURING THEPROCESS OF CONSTRUCTION SHALL BE INSTALLED AND/ORRECONNECTED AS REQUIRED FOR A COMPLETE AND OPERABLESYSTEM. NO ADDITIONAL CHARGES WILL BE ALLOWED FOR ANYEQUIPMENT WHICH IS DAMAGED BY THIS CONTRACTOR DUE TOTHE INSTALLATION OF THE WORK OR FOR PUTTING EXISTINGSYSTEMS BACK INTO A COMPLETE OPERATING CONDITION.PAINT ALL NEW EXPOSED ELECTRICAL RACEWAYS, CABINETS,ENCLOSURES AND FITTINGS TO MATCH ADJACENT SURFACES INFINISHED AREAS.SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS,CEILINGS, FLOORS, ETC., TO MAINTAIN THE FIRE RATING.FURNISH AND INSTALL FIRE RATED ENCLOSURES FOR ALLEQUIPMENT PENETRATING INTO FIRE RATED ENVELOPES,SPACES, ETC.

ALL EQUIPMENT TO BEAR U.L. LABEL OR THAT OF ANOTHERACCEPTABLE TESTING LABORATORY. SHOP DRAWINGS MUST BESTAMPED BY THE CONTRACTOR FOR CONFORMANCE PRIOR TOSUBMITTING. SUBMITTALS SHALL INCLUDE THE PROJECT NAMEAND CONTRACTORS NAME. SUBMIT SIX SETS OF SHOPDRAWINGS AND AWAIT ENGINEERING REVIEW COMMENTS PRIORTO PURCHASING ALL PANELBOARDS, LIGHTING FIXTURES ANDLENSES, POWER DISTRIBUTION UNITS, CONTRACTORS, ANDDISCONNECT SWITCHES.

SECTION 260010 - BASIC ELECTRICAL REQUIREMENTS
END OF SECTION 260533
END OF SECTION 260553
END OF SECTION 260519SECTION 260526 - GROUNDINGALL FEEDERS AND BRANCH CIRCUIT WIRING SHALL HAVEINSULATED EQUIPMENT GROUNDING CONDUCTOR SIZED PERCEC.END OF SECTION 260526 SECTION 260519 - CONDUCTORSDELIVER ALL CONDUCTORS TO THE JOB SITE IN ORIGINALUNBROKEN CARTON OR REEL, PROPERLY TAGGED WITH U.L.LABEL SIZE, TYPE, MANUFACTURER'S TRADE NAME AND THEDATE MANUFACTURED (MUST BE MANUFACTURED WITHIN 6MONTHS).PROVIDE COPPER CONDUCTORS. #12 AWG MINIMUM, UNLESSSPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. PROVIDESOLID CONDUCTORS, #10 AWG AND SMALLER UNLESSOTHERWISE NOTED. PROVIDE STRANDED CONDUCTORS, #8 AWGAND LARGER UNLESS OTHERWISE NOTED. AT EQUIPMENTSUBJECT TO VIBRATION, USE STRANDED CONDUCTORS.USE CONDUCTORS WITH THHN/THWN 600 VOLTS INSULATION.

8. CONTRACTOR BIDCONTRACTOR'S BID SHALL BE BASED ON ALL WORK SHOWN ONTHE PLANS AND AS SPECIFIED. ALL PREMIUM TIME COSTSREQUIRED SHALL BE INCLUDED IN THE BID. IF CONTRACTORPROPOSES TO SUBSTITUTE FOR EQUIPMENT SPECIFIED, HESHALL SUBMIT HIS REQUEST FOR

12. MATERIAL AND INSTALLATIONFURNISH ALL LABOR AND TEST EQUIPMENT AND SYSTEMSREQUIRED UNDER THIS DIVISION.TEST CIRCUITS FOR GROUNDS OR SHORTS. REPAIR DEFECTIVEWIRING AS REQUIRED.TEST CIRCUIT CONNECTED TO EQUIPMENT AT PANEL BOARD FORPROPER OPERATION.UPON COMPLETION OF WORK, MAKE FINAL INSPECTION,OPERATE EQUIPMENT UNDER NORMAL CONDITIONS, TOSATISFACTION OF ENGINEER.UPON COMPLETION OF WORK, PROVIDE WRITTEN CERTIFICATIONTHAT ALL SYSTEMS ARE FUNCTIONING PROPERLY WITHOUTDEFECTS.

ELECTRICAL METALLIC TUBING:STEEL, HOT DIPPED OR ELECTRO-GALVANIZED, MANUFACTURER: ALLIED ,WESTERN, OR APPROVEDEQUAL.CONDUIT FITTINGS: EMT FITTINGS - STEEL TYPE ONLY (DIE CASTTYPE NOT ACCEPTABLE) CONNECTORS WITH INSULATEDTHROAT. STRAPS - MALLEABLE IRON, ONE HOLE, HOT DIPPEDGALVANIZED. T&B 1200 OR 4100 SERIES. SPACERS - T&B 400SERIES.METAL CONDUIT: FOR EXPOSED OUTDOOR AREA, USE RIGIDSTEEL CONDUIT (GRC): ANSI C80.1, INTERMEDIATE METALCONDUIT (IMC): RIGID STEEL. FITTINGS: ANSI/NEMA FB 1; ALLSTEEL FITTINGS. USE INSULATED STEEL BUSHINGS WITH LUGWHERE GROUND CONNECTIONS ARE REQUIRED. USE PLASTICBUSHINGS FOR NON-BONDING APPLICATIONS. SET SCREWFITTINGS ARE NOT PERMITTED. DIE CAST OR PRESSURE CASTFITTINGS ARE NOT PERMITTED. CONDUIT BODIES: ANSI/NEMA FB1; STEEL OR MALLEABLE IRON.FLEXIBLE METAL CONDUIT: DESCRIPTION: INTERLOCKED STEELCONSTRUCTION. FITTINGS: ANSI/NEMA FB 1; ALL STEEL FITTINGS.PROVIDE INSULATED THROAT CONNECTORS. PROVIDEWATERTIGHT SEAL AT OUTDOOR TERMINATION.OUTLET BOXES AND COVERS: IN GENERAL - GALVANIZEDONE-PIECE TYPE, NUMBER OF GANGS AS REQUIRED, AND WITHBOX COVER TO SUIT FINISH. MANUFACTURER: STEEL CITY,RACO, BOWERS, APPLETON, CROUSE-HINDS, KILLARK,PYLE-NATIONAL, OR APPROVED EQUAL. JUNCTION BOXES FORINTERIOR WORK: STANDARD OUTLET BOXES (4 INCHES SQUAREMINIMUM) WHERE POSSIBLE. WHERE OTHER THAN STANDARDOUTLET BOXES ARE REQUIRED, USE CODE GAUGE SHEET BOXWITH SCREW COVER OF TYPE TO SUIT.

SECTION 262726 - SWITCHES AND RECEPTACLESPROVIDE 20 AMP NEMA RATED SWITCHES AND RECEPTACLES OFSPECIFICATION GRADE. ALL SWITCHES SHALL BE RATED FOR 125VOLT AND RECEPTACLES SHALL BE NEMA 5-20R, UNLESSOTHERWISE NOTED. DEVICE BODY SHALL BE WHITE PLASTIC,EXCEPT THAT EMERGENCY RECEPTACLES SHALL BE RED.SPECIAL RECEPTACLES SHALL MATCH THE EQUIPMENT ASLISTED. ALL COVERPLATES SHALL BE CAMPUS STANDARDSTAINLESS STEEL. WIRING DEVICES SHALL BE WHITE(CONNECTED TO NORMAL POWER) AND RED (CONNECTED TOEMERGENCY POWER). MOUNT RECEPTACLES IN THE VERTICALPOSITION WITH THE GROUND PIN UP UNLESS OTHERWISE NOTED.WRITE THE CIRCUIT NUMBER ON THE FRONT SIDE OF THE DEVICEBODY WITH PERMANENT BLACK MARKER (SHARPIE). LOCATE SOTHAT COVER PLATE CONCEALS NUMBER. USE A FINE POINTBLACK PERMANENT MARKING PEN. IDENTIFY BY NOTINGPANELBOARD AND CIRCUIT NUMBER; FOR EXAMPLE, “HA1-16”.PROVIDE INSCRIBED COVERPLATES FOR ALL RECEPTACLES ANDSWITCHES WITH PANEL CIRCUIT NUMBER (FOR EXAMPLE“HA1-16”).

1. 2. 3. END OF SECTION 262726THE EXACT LOCATION OF ALL ELECTRICAL DROPS AND CONDUITDROPS SHALL BE ADJUSTED TO CLEAR LIGHTS, DIFFUSERS,DUCTS, ETC. COORDINATE LOCATION WITH USER. 4.

SECTION 262200 - LOW VOLTAGE TRANSFORMERSDESCRIPTION: FACTORY-ASSEMBLED AND -TESTED, AIR-COOLEDUNITS FOR 60-HZ SERVICE.CORES: GRAIN-ORIENTED, NON-AGING SILICON STEEL.COILS: CONTINUOUS WINDINGS WITHOUT SPLICES EXCEPT FORTAPS.INTERNAL COIL CONNECTIONS: BRAZED OR PRESSURE TYPE.COIL MATERIAL: ALUMINUM.COMPLY WITH NEMA ST 20, AND LIST AND LABEL AS COMPLYINGWITH UL 1561.CORES: ONE LEG PER PHASE.ENCLOSURE: VENTILATED, NEMA 250, TYPE 2.CORE AND COIL SHALL BE ENCAPSULATED WITHIN RESINCOMPOUND, SEALING OUT MOISTURE AND AIR.TWO 2.5 PERCENT TAPS ABOVE AND FOUR 2.5 PERCENT TAPSBELOW NORMAL FULL CAPACITY.INSULATION CLASS: 220 DEG C, UL-COMPONENT-RECOGNIZEDINSULATION SYSTEM WITH A MAXIMUM OF150 DEG C RISE ABOVE40 DEG C AMBIENT TEMPERATURE.ENERGY EFFICIENCY FOR TRANSFORMERS COMPLYING WITHTHE U.S. DEPARTMENT OF ENERGY (DOE) 2016 CFR TITLE 10,CHAPTER 11, PART 431.LOW-SOUND-LEVEL REQUIREMENTS: MINIMUM OF 3 DBA LESSTHAN NEMA ST 20 STANDARD SOUND LEVELS WHEN FACTORYTESTED ACCORDING TO IEEE C57.12.91.MANUFACTURER: SCHEDULE D, EATON OR APPROVED EQUALNAMEPLATES: ENMGRAVED, LAMINATED-PLASTIC OR METALNAMEPLATE FOR EACH DISTRIBUTION TRANSFORMER, MOUNTEDWITH CORROSION-RESISTANT SCREWS.TEST AND INSPECT TRANSFORMERS ACCORDING TO IEEEC57.12.91. PERFORM VISUAL AND MECHANICAL INSPECTION ANDELECTRICAL TEST STATED IN NETAACCEPTANCE TESTING SPECIFICATION. CERTIFY COMPLIANCEWITH TEST PARAMETERS.

1. 2. 3. 4. 5. 6. 7. 8. 9. 10.

SCOPE OF WORK1.REMOVE ALL LIGHTING FIXTURES AND RECEPTACLES EXCEPT FOR ELECTRICAL ROOM.2.ADD NEW LIGHTING FIXTURES AND RECEPTACLES FOR MULTI PURPOSE ROOM, COMPUTER AREA, GYM,KITCHENETTE RESTROOMS AND STORAGE.3.ADD A NEW 120/208V ELECTRICAL PANEL.

E1.0ELECTRICAL NOTES, SYMBOLSAND ABBREVIATIONS

Page 276 of 710 ends

SOUTH TAYLOR AVENUE
MONTEBELLOSENIOR CENTERAREA OF WORK(GROUND FLOOR)(E) "MSA"(E) "MSB" (E) "MS"(E) TRANSFORMER "STA"112.5 KVA(E) "SHA"MONTEBELLOSENIOR CENTERNOT AREA OFWORK (GROUNDFLOOR)(E) "SLA"(N) "SLC" 18528 LOCKSLEY ST.SAN DIEGO CA 92128619-694-9495
Sheet Number:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

GENERAL NOTES

KEY NOTES
SCALE: 3/32" = 1'-0"1ELECTRICAL SITE PLAN
FOR ALL CONDUIT/CONDUCTORS ENTERING AND LEAVING BUILDING, REFER TO CONDUIT CROSSING ATSEISMIC JOINTS ON DRAWINGS E-8 FOR ADDITIONAL INFORMATION AND REQUIREMENT. 11 E2.0ELECTRICAL SITE PLAN

Page 277 of 710 ends

UP
WH

KITCHENMEN'SRESTROOM

MULTI-PURPOSEROOM

HALLWAYELECTRICALSTORAGESTORAGESTORAGE

STORAGESTORAGEHALLWAY
(E) PANEL"EE09"(E) PANEL(E) 400AMP480/277V, 3PDISTRIBUTIONBOARD "MSA" (E) 75KVATRANSFORMER
1 (E) PANEL

MULTI-PURPOSEROOM
18528 LOCKSLEY ST.SAN DIEGO CA 92128619-694-9495
Sheet Number:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITIONS.GENERAL NOTES DEMO KEY NOTESALL EXISTING EQUIPMENT/DEVISES INCLUDING NOT LIMITING TO WIRING DEVICES, LIGHTING FIXTURE,LIGHTING CONTROLS AND THEIR ASSOCIATED CONNECTIONS SHALL BE DISCONNECTED AND REMOVED,FEEDERS SHALL BE DISCONNECTED AND REMOVED ENTIRELY BACK TO THE LAST DEVICE.

SCALE: 3/16" = 1'-0"1ELECTRICAL DEMO PLAN
111
11 ALL EXISTING EQUIPMENT/DEVICES AND THEIR ASSOCIATED CONNECTIONS SHALL REMAIN UNCHANGEDUNLESS OTHERWISE NOTED. 1 11
1 12222
E3.0ELECTRICAL DEMO PLAN

Page 278 of 710 ends

GYM & YOGASTORAGE

STORAGE

STORAGECOMPUTER POOL

RESTROOMWOMENRESTROOMMEN
(E) PANEL"EE09"(E) PANEL(E) XXX400AMP480/277V, 3PDISTRIBUTIONBOARD (E) 75KVATRANSFORMER
GFCI
+46"
+46"

GFCIGFCI
+46"+46"
(N) PANEL"SLC"SLC-11
33SLC-3
SLC-2
113
3 2
222
4SLC-4
44 4 SLC-55
55 SLC-66666
SLC-77SLC-99 SLC-8,108,10
F15AF30ASWP
F15AF30AS
1HP
2HP
1AHU
2AHUF15AF30AS
F15AF30AS
WP
SHA-37,39,41
SLC-11,13
SLC-20
SLC-16,18
SLC-12,14
5 SLC-15SLC-171517
GFIGFI14-50R
WPSLC-19
SLC-1919
19 WP

MULTI PURPOSEROOM
SEF-1GFCI6 622SLC-2222 6
6 4
44 2
18528 LOCKSLEY ST.SAN DIEGO CA 92128619-694-9495
Sheet Number:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

1.ALL CIRCUIT HOMERUN SHALL BE 3/4" C. - 2#12 & 1#12 G U.O.N.GENERAL NOTES

KEY NOTES
SCALE: 3/16" = 1'-0"1ELECTRICAL RENOVATED POWER PLAN
VERIFY EQUIPMENT PLUG CONFIGURATION PRIOR TO ANY ROUGH IN.1"C. - 3#6 & 1#8G.12 3/4"C. - 3#12 & 1#12G. REFER TO CONDUIT CROSSING AR SEISMIC JOINTS DETAIL ON DRAWING E-8 FORADDITIONAL INFORMATION AND REQUIREMENT. 3 SWITCH DISCONNECT SHALL BE INSTALLED IN ACCESSIBLE CEILING SPACE. CONTRACTOR SHALL VERIFYFINAL LOCATION PRIOR TO INSTALLATION. 4 4
E4.0ELECTRICAL RENOVATIONPOWER PLAN

Page 279 of 710 ends

GYM & YOGA

STORAGE

L4GE
L4GE
L4GEL4GE
L4GEL4GEL4GEL4GEL4GEL4GE
L4GE
L4GL4GL4G
L4GL4GL4G
L4GL4G
L4GL4GL4GL4G
L4GL4G
L4G
L4GL4G
L4GL4GL4GL4GL4GL4GL4GL4GL4GL4GL4GL4G

LDELDELDE

LDELDELDELDLDLDLD
LDLD

LDLDLDLDLDLDLDLDLDLD LD
LDLD LDLDOS1
OS1OS1
OS1
OS2
OS2
nPODAKEYnPD
OS2OS2OS2NPODAKEYnPD$XA$XA nPODADXnPDOS1
OS3
nPODADX
nPODADXnPD$XA(N) PANEL"SLC"
nPODADXnPDnPD
OS1
OS1

EL1
EL1EL1
EL1 31SHA-35
3535
35 SHA-3131
3131
31313131
31313131
31313131
31313131
31313131
313131313131313131313131 31313131
3333333333333333333333333333333333 33
333333333333333333SHA-33

MULTI PURPOSEROOM
$XAX1
X1X1 X231
X133
31 31
33 31312L2DL2D
NCM PDT 10LOW VOLTAGE CEILING MOUNT SENSOR, PASSIVEDUAL TECHNOLOGY, LARGE MOTION/ EXTENDEDRANGE 360 DEGREE LENSOS1 WS
LIGHTING CONTROLS LEGEND AND DESCRIPTIONSNCM PDT 9LOW VOLTAGE CEILING MOUNT SENSOR, PASSIVEDUAL TECHNOLOGY, SMALL MOTION/ STANDARDRANGE 360 DEGREE LENSSW1NPODMA DX XXXNLIGHT WIRED AESTHETIC WALLPOD,RAISED/LOWER DIMMING WITHOUT WIRES$XASO2WSXA XXWALL SWITCH SENSORNPODAKEYSW5NPODA KEY XXWALLPOD, DIGITAL KEYSWITCHnPDnPDNPP16 D EFPPOWER/RELAY PACK, OCCUPANCY CONTROLLEDDIMMING, EXTERNAL FAULT PROTECTIONnPODADXSW1NPODMA DX XXXnLIGHT WIRED AESTHETIC WALLPOD,RAISED/LOWER DIMMING WITHOUT WIRES NCM 10LOW VOLTAGE CEILING MOUNT SENSOR, LARGEMOTION/ EXTENDED RANGE 360 DEGREE LENSEOS3OS2 18528 LOCKSLEY ST.SAN DIEGO CA 92128619-694-9495
Sheet Number:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

1.CONTRACTOR TO VERY FINAL LOCATION PRIOR TO INSTALL LIGHTING FIXTURES.2.ALL CIRCUIT HOMERUN SHALL BE 3/4"C. - 2#12 & 1#12 G U.O.N.3.REFER TO DRAWING E-2 FOR PANEL "SHA" LOCATION.4.PROVIDE ONE EXTRA CONDUCTOR FOR ALL LIGHT FIXTURE EQUIPPED WITH EMERGENCYBATTERY PACK.GENERAL NOTES LIGHTING PLAN KEY NOTESTO PANEL "SHA" LOCATED IN MAIN ELECTRICAL ROOM IN SOUTH BUILDING. REFER TO CONDUIT CROSSINGAT SEISMIC JOINTS DETAIL ON DRAWING E-8 FOR ADDITIONAL INFORMATION AND REQUIREMENT.PROVIDE ONE 24V 30W DIMMABABLE DRIVER FOR ALL UNDER CABINER LED LIGHTING FIXTURES.

SCALE: 3/16" = 1'-0"1ELECTRICAL RENOVATED LIGHTING PLAN TYPELDLDEL4GL4GEX1X2
LIGHTING FIXTURE SCHEDULEDESCRIPTIONMANUFACTURER AND MODEL NUMBERVOLTLAMPINPUT WATTSRECESSEDREMARKSNOTE 1NOTE 1NOTE 1NOTE 1NOTE 2NOTE 2 LED DOWNLIGHT DIMMABLELED DOWNLIGHT DIMMABLE WITHEMERGENCY BATTERY PACKLED DECORATIVE 2'X4' DIMMABLELIGHT FIXTURE WITH EMERGENCYBATTERY PACKLED DECORATIVE 2'X4' DIMMABLELIGHT FIXTURE WITH EMERGENCYBATTERY PACKSINGLE FACE LED EXIT SIGN WITHEMERGENCY BATTERY PACKDOUBLE FACE LED EXIT SIGN WITHEMERGENCY BATTERY PACK LITHONIA# LDN4 35/15 L04 AR LSS TRW MVOLT GZ10LITHONIA# LDN4 35/15 L04 AR LSS TRW MVOLT GZ10 E10WCPLITHONIA# 2BL T4 48L ADSM MVOLT GZ10 LP835LITHONIA# 2BL T4 48L ADSM MVOLT GZ10 LP835 E10WLCPLITHONIA# LQM S W 3 G 120/277 ELNLITHONIA# LQM S W 3 G 120/277 ELN 120/277V120/277V120/277V120/277V120/277V120/277V
1500 LUMEN LED1500 LUMEN LED4800 LUMEN LED4800 LUMEN LEDLEDLED

17.5 W17.5 W38 W38 W5 W5 W
RECESSEDRECESSEDRECESSED INGRID CEILINGRECESSED INGRID CEILINGSURFACESURFACELIGHTING FIXTURE SCHEDULE NOTES:1. PRIOR TO ORDERING LIGHTING FIXTURES, CONTRACTOR SHALL COORDINATE TRIM REQUIREMENTS WITH CEILING TYPE. ADJUST LIGHTINGFIXTURE CATALOG NUMBER ACCORDINGLY.2. PROVIDE DIRECTIONAL AROOW(S) AS REQUIRED.

L2D24V SLIM CORNER MOUNTED LED BARGLOWBACKLEDBARII245 WUNDERCABINET120V- 11 1
NOTE 1
E5.0ELECTRICAL RENOVATIONLIGHTING PLAN

Page 280 of 710 ends

GYM & YOGA

COMPUTER POOL

STORAGE

RESTROOMRESTROOMMENWOMENSTORAGE
31 31
31313131
3131

11.54.510.312.912.48.53.21.41.84.710.613.312.98.93.41.31.85.110.112.412.19.03.71.52.05.210.613.012.79.54.01.61.63.98.911.511.06.92.91.41.84.09.512.312.07.93.51.81.42.44.36.15.63.62.01.41.42.34.27.37.05.03.52.00.91.01.11.21.31.41.72.32.72.62.11.71.51.41.64.74.84.43.93.61.11.21.31.51.61.81.92.02.12.12.01.91.81.71.65.05.45.45.14.95.15.45.55.14.33.32.52.01.31.41.61.92.22.42.52.62.62.62.62.62.52.32.11.86.47.07.06.46.06.26.77.06.55.33.92.92.21.61.82.12.53.03.43.63.63.53.53.63.63.53.22.82.37.28.18.07.26.66.87.57.97.35.84.33.12.41.92.22.73.44.24.95.25.24.94.84.95.15.04.53.73.17.07.87.87.06.46.67.27.56.95.64.13.02.42.32.83.44.45.76.87.27.06.46.26.67.06.86.04.83.75.96.56.56.05.65.76.16.25.84.83.62.82.22.83.44.35.57.18.59.08.67.97.58.08.58.37.15.64.34.55.05.04.84.64.64.74.74.43.83.12.52.13.44.15.26.58.09.39.89.48.88.48.79.08.67.45.84.43.63.94.03.93.83.83.83.73.53.12.62.21.94.05.16.37.48.59.39.69.69.39.08.98.77.96.75.34.13.23.43.53.63.53.53.43.33.12.82.42.11.94.76.07.48.48.99.09.19.49.79.58.98.06.85.64.53.73.33.63.73.73.63.63.63.53.22.92.52.21.95.06.68.29.08.98.68.59.09.79.68.77.25.74.63.73.04.04.44.54.34.24.24.34.23.93.42.92.42.04.96.47.88.58.27.77.68.28.88.87.86.34.83.83.02.65.25.75.85.55.15.25.55.55.14.33.42.72.24.25.46.46.96.86.36.26.77.17.16.35.13.93.12.52.16.67.37.36.76.16.26.87.06.55.34.02.92.33.34.14.75.05.04.84.75.05.25.14.63.83.02.52.01.87.48.48.27.46.76.87.57.97.35.94.33.12.42.52.93.33.53.53.53.53.63.63.53.22.82.31.91.71.57.18.07.97.16.46.57.17.57.05.74.13.02.31.92.12.32.52.52.52.62.62.62.52.32.01.81.51.41.36.06.76.76.15.55.55.96.15.84.83.62.72.11.51.61.81.81.91.91.91.91.91.81.71.61.41.31.11.04.65.15.24.94.34.34.44.41.21.31.41.51.51.61.61.61.51.51.41.31.21.11.00.91.93.23.43.3

0.60.70.70.70.70.60.60.50.80.80.90.80.80.70.70.61.11.21.21.21.11.00.80.71.51.71.81.71.51.31.10.92.32.62.72.62.21.81.41.23.44.04.23.93.12.41.81.44.55.55.85.34.23.02.11.65.36.56.96.34.83.42.31.75.26.46.86.24.83.42.31.74.55.45.75.24.13.02.11.63.44.14.34.03.22.41.81.4 0.50.60.70.3 1.41.31.11.00.60.70.81.01.21.61.92.12.02.01.71.41.20.70.91.11.41.92.63.23.63.53.02.31.81.50.81.01.31.72.43.34.45.04.94.23.12.31.71.01.11.52.02.84.05.46.46.25.23.72.61.91.11.31.62.23.04.35.86.86.75.54.02.82.01.21.41.82.33.14.15.46.16.05.03.72.62.01.31.62.02.53.13.84.54.94.74.03.12.31.81.51.92.32.83.43.84.04.03.73.12.52.01.61.82.22.93.64.14.34.13.73.12.62.11.71.42.02.63.64.65.45.44.83.83.02.31.81.51.32.22.94.15.56.56.55.54.12.92.21.71.31.12.23.04.35.76.86.75.64.12.82.01.51.21.02.12.73.85.15.95.84.93.62.61.81.41.10.91.82.33.13.94.54.43.82.92.21.61.21.00.81.51.92.42.93.23.22.82.31.81.41.10.90.7

2.47.011.913.22.98.111.212.62.36.411.012.21.33.05.66.6

6.09.910.06.59.412.112.29.89.412.112.29.96.110.010.26.61.34.110.213.113.21.44.410.012.612.97.410.810.72.94.54.30.91.31.2

5.97.65.911.412.911.411.312.811.311.413.011.46.07.76.0
18528 LOCKSLEY ST.SAN DIEGO CA 92128619-694-9495
Sheet Number:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT SCALE: 3/16" = 1'-0"1EMERGENCY LIGHTING PHOTOMETRIC CALCULATIONS E6.0EMERGENCY LIGHTINGPHOTOMETRIC CALCULATIONS

Page 281 of 710 ends

18528 LOCKSLEY ST.SAN DIEGO CA 92128619-694-9495
Sheet Number:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

1.ALL EQUIPMENT AND FEEDERS SHOWN ON SINGLE LINE DIAGRAMS ARE EXISTING TO REMAINUNLESS OTHERWISE NOTED WITH (N) ADJACENT DENOTES NEW.GENERAL NOTES

KEY NOTES
(E)400A3P(E)40A3P(E)200A3P(E)150A3P
EXISTING "MS" 800 AMP, 480/277V, 3PH, 4WLOCATED IN MAIN ELECTRICAL ROOMSOUTH BUILDINGM(E) METERSCE# 259000-097184UNDER GROUNDPULL SECTIONCONNECTED TO UTILITYTRANSFORMER (E)800A3P
(E)TRANSF. "STA"112.5 KVA480V-120/208V3ɸ, 4W(E)PANEL"SHA" (E)400A3P(E)40A3P(E)200A3P(E)125A3P
(E)PANEL"ELEV"(E)PANEL"SLA"
(E) FUSEDDISCONNECT400A - 3P
(E)PANEL"EQPT."(E)PANEL"EQPT."(E)PANEL"AC-A"(E)TRANSF. "T-B"75 KVA480V-120/208V3ɸ, 4W(E)PANEL"SLA" (E) FUSEDDISCONNECT400A - 2P(E) "MSB"400A-240/120V3ɸ-4W (E)PANEL"EE09"(E)PANEL"BA"(E)PANEL"A"
(N)PANEL"SLC"
100A3P(E)PANEL"SLB"(E)PANEL"SLK"
EXISTING "MSA "400 AMP,480/277V, 3PH, 4W
PROVIDE NEW BREAKER, SIZE AS INDICATED TO MATCH THE EXISTING. NEW LOAD ADDED TO PANEL. 1 VD=1.06%AFC=4,136A1-1/2 "C.4#1 & 1#6FEEDERLENGTH~100FT FEEDER LENGTH SHOWN IS FOR VOLTAGE DROP CALCULATION ONLY. CONTRACTOR SHALL VERIFY THEEXACT LENGTH IN FIELD. 2 AIC=10KA
13 UTILIZE 31,33,35 BUSSED SPACE TO HOUSE THE NEW BREAKER.

AFC=7.7KAAIC=10KA
E7.0SINGLE LINE DIAGRAM ANDPANEL SCHEDULES

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ARIA ENGINEERING GROUP
SAN DIEGO CA 92128619-694-949502-24-2025
E9.0INTERIOR TITLE 24 CALCULATIONS

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Sheet Number:UNDER THE SUPERVISION OF:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT MECHANICAL &PLUMBING ENGINEERS12208 WITT ROAD,POWAY, CA92064(949)241-7796EXP. 06-30-2025No.40394SHAYAN ZOLGHADRREGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIA3-5-25 SCOPE OF WORKRENOVATION AN EXISTING SENIOR CENTER.1- REPLACE AND RELOCATE AN EXISTING GAS TANK WATER HEATER.2- REMOVE ELECTRIC WATER HEATER FROM THE ELECTRICAL ROOM.3- REPLACE AND RELOCATE LAVATORY , WATER CLOSET, URINAL, FLOOR DRAIN INRESTROOMS.4- REMOVE AND DEMOLISH 3 COMPARTMENT SINK, SINGLE SINK, GAS RANGE, FLOOR DRAINAND FLOOR SINKS IN THE KITCHEN AREA.5- MODIFY AND ADJUST COLD WATER, SANITARY SEWER AND VENT FOR NEW PLUMBING.6- REPLACE NATURAL GAS AND HOT WATER PIPES ENTIRELY.1.EXISTING CONDITIONS ARE BASED ON LIMITED FIELD VERIFICATION. CONTRACTOR SHALLADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE TENANT.2.ALL CONTRACTORS SHALL REVIEW A COMPLETE SET OF CONSTRUCTION ALL CONTRACTORSSHALL REVIEW A COMPLETE SET OF CONSTRUCTION DOCUMENTS. PLUMBING CONTRACTORSHOULD COORDINATE HIS WORK WITH ALL OTHER TRADES. THIS INCLUDES COORDINATINGTHE LOCATION AND SIZE OF ALL OPENINGS, LOCATIONS OF EQUIPMENT PAD, AND CHANGES OFELEVATIONS.3.CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH DEMOLITION RESPONSIBLE TO BIDDING ANDSTART OF WORK. CONTRACTOR IS RESPONSIBLE ALL EXISTING AS REQUIRED FORINSTALLATION/CONSTRUCTION OF NEW WORK.4.CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONSPRIOR TO SUBMITTING HIS BID. VERIFY LOCATION, ELEVATIONS, AND SIZES OF ALL EXISTINGPLUMBING AND INFORM THE ARCHITECT OF ANY DISCREPANCIES. NO ADDITIONALCOMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISITTHE JOBSITE AND/OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID.ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR RESOLUTION.NO EXCEPTION.5.CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL UTILITY RUNS,UNDERGROUND AND ABOVE GROUND PIPING AND/OR OTHER IMPROVEMENTS LOCATED ONTHE PREMISES. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL COSTS RELATING TO THERELOCATION OF, DAMAGE TO, REPAIR OF ANY EXISTING UTILITY RUNS AND/OR IMPROVEMENTSWHICH ARE DAMAGED AS A RESULT OF WORK IN OR AROUND THE PREMISES.6.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT SPECIFICATIONS, LOCATIONS ANDMOUNTING HEIGHTS OF ALL PLUMBING FIXTURES. NO EXCEPTION.7.IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREPARE ACCURATE AS-BUILT DRAWINGSDURING CONSTRUCTION AND SUBMIT FOR APPROVAL UPON COMPLETION OF INSTALLATION.8.CONTRACTOR SHALL FINISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION ANDSERVICES REQUIRED FOR COMPLETING THE WORK. ALL MATERIALS AND WORK SHALL COMPLYWITH APPLICABLE CODES AND REGULATIONS AND MEET THE APPROVAL OF STATE & LOCALJURISDICTION.9.WATER HEATER SHALL BE CERTIFIED BY THE MANUFACTURER AND MUST AND MUST COMPLYWITH THE EFFICIENCY STANDARDS OF THE CALIFORNIA ENERGY COMMISSION, 2023 EDITION &GREEN BUILDING STANDARD LAGBC.10.ALL HOT WATER PIPING SHALL BE INSULATED WITH ARMSTRONG "ARMAFLEX" ALL HOT WATERPIPING SHALL BE INSULATED WITH ARMSTRONG "ARMAFLEX" INSULATION PER SECTION 609.11OR THE 2022 PLUMBING CODE AND TABLE 120.3-A, SECTION 120.3 OF THE CALIFORNIA ENERGYCODE.11.CONTRACTOR SHALL VERIFY WATER PRESSURE CONDITIONS AT THE PROJECT SITE.CONTRACTOR SHALL PROVIDE INSTALL A PRESSURE REGULATOR WHERE THE SUPPLYPRESSURE EXCEEDS 80 PSI.12.ALL PIPING SHALL BE SUPPORTED AT INTERVAL NOT TO EXCEED THOSE SHOWN IN CPC TABLE313.313.ALL POTABLE WATER OUTLETS WITH HOSE ATTACHMENTS, SUCH AS HOSE BIBS, AND MOPSINKS ARE TO BE PROVIDED WITH A BACKFLOW /ANTI-SIPHON DEVICE.14.ALL CONCEALED PIPING SHALL BE INSTALLED PER CALIFORNIA PLUMBING CODE. ALLCONCEALED PIPING SHALL BE INSTALLED PER CALIFORNA PLUMBING CODE 2022. NOEXCEPTION.15.ALL FAUCETS SHALL COMPLY WITH CALIFORNIA PROPOSITION 65 AND SHALL ALL FAUCETSSHALL COMPLY WITH CALIFORNIA PROPOSITION 65 AND SHALL BE CERTIFIED TO NSFSTANDARD 61 SECTION 9 FOR DRINKING WATER COMPONENTS.16.ALL REQUIRED CLEANOUTS SHALL BE INSTALLED AS PER SEC. 707.0 & 719.0 OF ALL REQUIREDCLEANOUTS SHALL BE INSTALLED AS PER SEC. 707.0 & 719.0 OF THE 2023 LOS ANGELESPLUMBING CODE.17.FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE FLOOR DRAINSOR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TOINFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OFMAINTAINING THEIR WATER SEALS.18.ALL PLUMBING VENTS SHALL TERMINATE NOT LESS THAN TEN(10) FEET FROM OR AT LEASTTHREE (3) FEET ABOVE ANY DOOR, OPENING, FRESH AIR INTAKE OR VENT SHAFT.19.SLOPE ALL CONDENSATE DRAIN LINES AT 1% AND SLOPE ALL SEWER PIPING SLOPE ALLCONDENSATE DRAIN LINES AT 1% AND SLOPE ALL SEWER PIPING MINIMUM OF 2%.20.WASTE & VENT PIPING MATERIAL: SHALL BE ABS/PVC OR AB&1 SERVICE WASTE & VENT PIPINGMATERIAL: SHALL BE ABS/PVC OR AB&1 SERVICE WEIGHT CAST IRON NO-HUB SOIL PIPE ANDFITTINGS WITH NO-HUB CLAMPS. MUST CONFORM TO CISPI STANDARD 301.04a & 310.04 ANDCLEARLY MARKED WITH THE CAST IRON SOIL PIPE INSTITUTE TRADEMARK, MANUFACTURER'SNAME AND COUNTRY OF ORIGIN. ABS/PVC CAN BE USED IF ALLOWED BY LOCAL AUTHORITYHAVING JURISDICTION.21.WRAP ALL IRON AND COPPER PIPE AND FITTINGS BELOW SLAB OR GRADE WITH 8 MILPOLYETHYLENE WRAP AND 6'' MINIMUM ENVELOPE OF CLEAN SAND. ALL ROUND PIPE INACCORDANCE WITH NSI/AWWA STANDARD CI05/A21.5-82.22.WATER PIPE SHALL BE TYPE "L" ABOVE GRADE, HARD DRAWN COPPER WATER PIPE SHALL BETYPE "L" ABOVE GRADE, HARD DRAWN COPPER TUBING, WITH WROUGHT COPPER FITTINGS,SOLDER ALL JOINTS WITH LEAD-FREE SOLDER.23.CONDENSATE DRAIN PIPE SHALL BE TYPE "DWV" HARD DRAWN COPPER TUBING WITHWROUGHT COPPER FITTINGS, 50-50 SOLDERED JOINTS. INSULATE ALL CONDENSATE DRAINPIPING WITHIN BUILDING INTERIOR.24.NEW OR REPAIRED PORTABLE WATER SYSTEMS SHALL BE DISINFECTED NEW OR REPAIREDPORTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THEMETHODS IN LAPC 2023 609.9. NO EXCEPTION.25.CONTRACTOR TO PROVIDE THERMOSTATIC MIXING VALVES FOR PUBLIC-USE LAVATORIES TOLIMIT TEMPERATURE TO A MAXIMUM OF 120 DEGREES FAHRENHEIT (2023 LAPC 407.3).26.THIS DOCUMENT IS NOT FOR BID OR CONSTRUCTION UNTIL THE PLAN HAS BEEN REVIEWEDAND APPROVED BY ALL AUTHORITIES HAVING JURISDICTION AND THE PERMIT IS OBTAINED. NOCOMPENSATION WILL BE MADE FOR ADDITIONAL WORK DUE TO THE VIOLATION OF THISREQUIREMENT.

FIXTURE SCHEDULEITEMDESCRIPTIONMAKE/MODELTRAPWASTEVENTCOLDWATERHOT WATERREMARKSWC-1WATER CLOSETMADERA FLOWISE #5901.10 OR#5901.100 ADA COMPLIANT3"3"2"3/4"-VERIFY W/ OWNER OR ARCHITECT FOR EXACT FIXTURESPECIFICATION BEFORE PURCHASING FIXTUREFLUSH VALVE MODEL: 3461.528UR-1URINALWASHBROOK FLOWISEFLUSH VALVE MODEL: 6590.5252"2"1-1/2"3/4"-VERIFY W/ OWNER OR ARCHITECT FOR EXACT FIXTURESPECIFICATION BEFORE PURCHASING FIXTURELV-1LAVATORYAMERICAN STANDARD9482.0001-1/2"2"1-1/2"1/2"1/2"VERIFY W/ OWNER OR ARCHITECT FOR EXACT FIXTURESPECIFICATION BEFORE PURCHASING FIXTUREWH-1GAS TANK WATER HEATERAO SMITH BTH-120 MXI-FD-1-1-1/2"1-1/2"HEAT RECOVERY 197 USGPH @70F RISE, ESTIMATE STORAGERECOVERY 18MIN.S-1KITCHEN SINKCHIGAGO FAUCET MODEL420-T25E2805ABCP2"2"- 1/2"1/2"VERIFY W/ OWNER OR ARCHITECT FOR EXACT FIXTURESPECIFICATION BEFORE PURCHASING FIXTUREMS-1MOP SINKAMERICAN STANDARDMODEL: 7692.0081-1/2"2"1-1/2"3/4"3/4"PROVIDED WITH A BACKFLOW/ANTI-SIPHON DEVICE. VERIFY W/OWNER OR ARCHITECT FOR EXACT FIXTURE SPECIFICATIONBEFORE PURCHASING FIXTUREDF-1DRINKING WATER FOUNTAINSEE ARCHITECT PLAN1-1/2"1-1/2"- 1/2"1/2"PROVIDED WITH A BACKFLOW/ANTI-SIPHON DEVICE. VERIFY W/OWNER OR ARCHITECT FOR EXACT FIXTURE SPECIFICATIONBEFORE PURCHASING FIXTUREFD-1FLOOR DRAINZURN 6" TYPE S SQUARE STRAINERPOLISHED NICKEL MODEL: Z400S-2"1-1/2"- -VERIFY W/ OWNER OR ARCHITECT FOR EXACT FIXTURESPECIFICATION BEFORE PURCHASING FIXTUREWHA-1WATER HAMMER ARRESTERPPP #SWA-1000--- 1/2"-VERIFY W/ OWNER OR ARCHITECT FOR EXACT FIXTURESPECIFICATION BEFORE PURCHASING FIXTURETP-1TRAP PRIMERWATTS LFTP300--- 1/2"-VERIFY W/ OWNER OR ARCHITECT FOR EXACT FIXTURESPECIFICATION BEFORE PURCHASING FIXTURE*PLUMBING FIXTURES MUST COMPLY WITH GREEN BUILDING STANDARDS.FIXTURE UNIT CALCULATION CPC 2022 TABLE A103.1FIXTURE TYPEFILTEREDWATERINDIRECTWASTEQTYWATER FIXTURE UNIT & DRAIN FIXTURE UNITDRAINAGEFIXTUREDEMANDHOT DEMANDTOTAL WATERDEMAND (WSFU)TOTAL HOTWATER DEMANDDFUTOTALWATER CLOSET / WC-155025.00.0420URINAL / UR-11404.00.022LAVATORY / LV-1410.754.03.014S-1 121.52.01.522DRINKING WATER FOUNTAIN/ DF-11101.00.011MOP SINK / MS-113.01.53.01.533WATER HEATER / WH-1YES10.00.00.00.000FLOOR DRAIN (EMERGENCY)300.00.00.000TOTAL FIXTURE UNITS39.03.032EQUIVALENT WATER DEMAND IN GPM46REQUIRED MINIMUM PIPE SIZE2"1-1/2"4" P1.0
TYPICAL WATER CALCULATIONSPRESSURE @ STREET HIGH/LOW : 68~70 PSI*COLD WATERPRESSURE @ REGULATOR : NAMETER SIZE: (E)2" WATER METER-SENSUSFLOW RATE (GPM)= 46 GPMPIPE MATERIAL: TYPE "L' COPPERCOLD WATER MAX. VEL=8 FPS; HOT WATER MAX. VEL.=5FPS1. LOSS THRU 2" METER LOSS @90GPM, PSI (EXISTING)2.52. STATIC HEAD LOSS 20FT X 0.4348.73. MINIMUM RESIDUAL PRESSURE @ FIXTURES, PSI254. LOSS THRU 3" BACKFLOW PREVENTER @90GPM, PSI (EXISTING ZURN 375)135. LOSS THRU PRESSURE REGULATOR = NA06. TOTAL LOSSES, PSI (1 THRU 5)49.27. WATER PRESSURE (MIN), PSI688. PRESSURE AVAILABLE FOR FRICTION, PSI (7-6)18.89. TOTAL DEVELOPED LENGTH FT20010. DEVELOPED LENGTH 130% OF ITEM 9260.011. AVERAGE PRESSURE DROP , PSI/100FT7.2NOTE:*IF STREET PRESSURE EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE IS TO BE INSTALLED TOREDUCE THE PRESSURE TO 80PSI.WATER PIPE SIZINGFIXTURE UNITS VERSUS FRICTION LOSS (PSI/100 FT)TYPE L COPPERFRICTIONLOSSPSI/100FTPIPE SIZENOMINAL PIPE DIAMETER(INCHES)1/2"3/4"1"1 1/4"1 1/2"2"2 1/2"7.2COLD WATER-FLUSH VALVE0001033132329COLD WATER FLUSH TANK38214699254455HOT WATER(5FT/S MAX)38162846119245

GENERAL PLUMBING NOTES
MINIMUM PLUMBING FACILITIES 2022 CPC 422.1A-3 Assembly occupancyPLUMBING FIXTUREMENWOMENWATER CLOSET FIXTURES1 2URINALS1 -SINGLE SHOWERHEADNANALAVATORY1 1DRINKING FOUNTAIN1OTHER1 SERVICE SINK OR MOP SINKLAUNDRY TRAYCPC TABLE 4-1OCCUPANT LOAD= 79 PERSON AS PER LOAD CALCULATION A1.1 GREEN BUILDING NOTESPLUMBING FIXTUREDECREIPTIONWATER CLOSETTHE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS (4.8 L) PER FLUSH. TANK-TYPE WATER CLOSETSSHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR TANK TYPE TOILETS IN COMPLIANCEWITH CHAPTER 5, DIVISION 5.3. OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN).NONRESIDENTIAL LAVATORY FAUCETSTHE MAXIMUM FLOW RATE FOR PUBLIC LAVATORY FAUCETS SHALL NOT EXCEED 0.5 GPM AT 60 PSI (1.9 L/M AT 414 KPA).KITCHEN FAUCETSKITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAYTEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND MUST DEFAULTTO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI.PRE-RINSE SPRAY VALVEPRODUCT CLASS 1 (≤ 5.0 OZF) 1.00 GP,MPRODUCT CLASS 2 (> 5.0 OZF AND ≤ 8.0 OZF) 1.20GPMPRODUCT CLASS 3 (> 8.0 OZF) 1.28 GPMNATURAL GAS (CPC TABLE1215.2) SCHEDULE 40 METALLIC PIPEINLET PRESSURE: LESS THAN 2PSI, PRESSURE DROP: 0.5 IN.W.C.LENGTH(FT)/NOMINAL12"34"1"1-14 "1-12"2"101723606781390209040202011824746695714302670309519937476811502220408117032065798519005072151284583873168060651372575287911520706012623748672814008056117220452677130090521102074246351220

MECHANICAL SYMBOL, GENERALNOTES AND SCHEDULES

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WM(E)2" DOMESTIC WATER FROM CITY68~70 PSI AS PER WATERDEPARTMENT CONFIRMATION(E)2" WATERMETER SENSUSBFP(E)3" RPBFP REDUCEDPRESSURE PRINCIPLEBACKFLOW PREVENTERZURN 375CW-UG UP

EXISTINGELECTRICALPANEL
TYP.

TYP.

KITCHEN

MEN'SRESTROOM

MULTI-PURPOSEROOM

HALLWAYELECTRICALSTORAGESTORAGESTORAGE

JANITOR

STORAGESTORAGEHALLWAY

SEWER PIPE

ACCESS PANEL

EXISTINGHVAC
EX. DR.EX. DR.EX. DR.

EX. DR.

EXIT
EX. DR.

EX. DR.

EX. DR.EX. DR.EX. DR.

WH-1
WH-2
FD-1
FD-1FD-1WC-1WC-1WC-1WC-1WC-1LV-1LV-1LV-1LV-1UR-1
MS-1DF-1
S-3S-1FS-1
FS-1
(E)2" DOMESTICWATER FROM CITYDOMESTIC WATERFROM CITY
TRUENORTH01PLUMBING COLD WATER, HOT WATER ANG GAS-DEMO3/16" = 1'-0" GM(E)GAS SERVICEREGULATORFISHER CONTROLS2.5~5.6 PSI(E)GAS METER1500 CFH @ 2.5~5.6 PSIROOTS METER 15C175POD(E)GAS REGULATORAMERICAN METER 5.5~8.5 IN.WC Sheet Number:UNDER THE SUPERVISION OF:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT MECHANICAL &PLUMBING ENGINEERS12208 WITT ROAD,POWAY, CA92064(949)241-7796EXP. 06-30-2025No.40394SHAYAN ZOLGHADRREGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIA3-5-25 P2.0 PLUMBING PLAN NOTES1REMOVE AND DEMOLISH THE EXISTING WATER HEATER, POWER,CONTROL, PIPES AND ALL RELATED ACCESSORIES.REMOVE AN DEMOLISH HOT & COLD DOMESTIC WATER PIPE AND ANYEXISTING GAS PIPE FROM WATER HEATER TO KITCHEN.REMOVE AND DEMOLISH TRAP PRIMER AND RELATED PLUMBINGFROM FLOOR DRAIN.REMOVE AND DEMOLISH THE EXISTING DRINKING FOUNTAIN, POWER,CONTROL, PIPES AND ALL RELATED ACCESSORIES.REMOVE AND DEMOLISH THE EXISTING MOP SINK, PIPES AND ALLRELATED ACCESSORIES.REMOVE AND DEMOLISH THE KITCHEN RANGE.REMOVE AND DEMOLISH ALL EXISTING GAS PIPES FROM PROJECT TOGAS METER.REMOVE AND DEMOLISH ALL EXISTING PLUMBING FIXTURESINCLUDING, WATER CLOSET, LAVATORY, SINK WITH ALL RELATEDACCESSORIES. CAP COLD WATER, HOT WATER AND SEWER ANDPREPARE FOR NEW PLUMBING FIXTURE. 1 2
3 45
33 667
1 7 888888 8888
12345671

PLUMBING, COLD WATER,HOT WATER & GAS -DEMO

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EXISTINGELECTRICALPANEL
TYP.

TYP.

KITCHEN

MEN'SRESTROOM

MULTI-PURPOSEROOM

HALLWAYELECTRICALSTORAGESTORAGESTORAGE

JANITOR

STORAGESTORAGEHALLWAY

SEWER PIPE

ACCESS PANEL

EXISTINGHVAC
EX. DR.EX. DR.EX. DR.

EX. DR.

EXIT
EX. DR.

EX. DR.

EX. DR.EX. DR.EX. DR.

WH-1
WH-2
FD-1FD-1FD-1WC-1WC-1WC-1WC-1WC-1LV-1LV-1LV-1LV-1MS-1DF-1 S-3S-1FS-1
FS-1
(E)FCO(E)4"SANITARYSEWER FROMCITY(E)FCO(E)FCOWCO(E)FCOWCO WCO
WCOUR-1POD
POD
PODPOD
TRUENORTH01PLUMBING SEWER AND VENT-DEMO3/16" = 1'-0" Sheet Number:UNDER THE SUPERVISION OF:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT MECHANICAL &PLUMBING ENGINEERS12208 WITT ROAD,POWAY, CA92064(949)241-7796EXP. 06-30-2025No.40394SHAYAN ZOLGHADRREGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIA3-5-25 P2.1 PLUMBING PLAN NOTES12REMOVE AND DEMOLISH FLOOR SINKS AND FLOORDRAINS. REMOVE SANITARY SEWER PIPES ALL THEWAY TO THE POINT OF DISCONNECTION.REMOVE AND DEMOLISH UNDERGROUND GREASETRAP. REMOVE SANITARY SEWER PIPES ALL THEWAY TO THE POINT OF DISCONNECTION.REMOVE AND DEMOLISH ALL EXISTING PLUMBINGFIXTURES INCLUDING, WATER CLOSET, LAVATORY,SINK WITH ALL RELATED ACCESSORIES. CAP COLDWATER, HOT WATER AND SEWER AND PREPAREFOR NEW PLUMBING FIXTURE.1 11 1 3
33 3333333
33 3

PLUMBING WASTE AND VENT-DEMO

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UPUP
TRUENORTH01PLUMBING COLD WATER, HOT WATER ANG GAS-NEW3/16" = 1'-0" WM(E)2" DOMESTIC WATER FROM CITY68~70 PSI AS PER WATERDEPARTMENT CONFIRMATION(E)2" WATERMETER SENSUSBFP(E)3" RPBFP REDUCEDPRESSURE PRINCIPLEBACKFLOW PREVENTERZURN 375CW-UG WC-1WC-1WC-1WC-1WC-1LV-1LV-1LV-1LV-1
S-1
(E)2" DOMESTICWATER FROM CITY
UR-1
DOMESTIC WATERFROM CITYGM(E)GAS SERVICEREGULATORFISHER CONTROLS2.5~5.6 PSI(E)GAS METER1500 CFH @ 2.5~5.6 PSIROOTS METER 15C175POD(E)GAS REGULATORAMERICAN METER 5.5~8.5 IN.WC MS-1DF-1FD-1FD-112" T.P
WHA-1WHA-12"CW1-1/4"CW1-1/4"CW2"CW34"CW12"CW2"CW34""HW1-1/4"CW2"CW1"CW 12"HW12"CW
12"CW34"CW34"HW34"GWH-138"CWRF-1
Sheet Number:UNDER THE SUPERVISION OF:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT MECHANICAL &PLUMBING ENGINEERS12208 WITT ROAD,POWAY, CA92064(949)241-7796EXP. 06-30-2025No.40394SHAYAN ZOLGHADRREGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIA3-5-25 P3.0 GENERAL NOTES1.THE PLUMBING CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH THEEXISTING CONDITIONS AND THE NEW WORK OF ALL OTHER TRADES ON THE JOBSITE AND SHALL BE RESPONSIBLE TO REPAIR AND REPLACE ANY EXISTINGSUSPENDED CEILINGS AND / OR FINISHES DAMAGED BY THE INSTALLATION OFEQUIPMENT, PIPING, FIXTURES, ETC. UNDER THE PLUMBING CONTRACT.2.CONTRACTOR SHALL MAKE SURE NEW OR REPAIRED POTABLE WATER SYSTEMSSHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET INSECTION 609.9 OF THE PLUMBING CODE.3.THE HOT WATER SYSTEM DESIGN COMPLIES WITH THE CPC 2019 ASSE 1070WHICH LIMITS THE HOT WATER SUPPLY TEMPERATURE TO 120°F.4.THE LEAD CONTENT OF PIPES, PIPE OR PLUMBING FITTINGS AND FIXTURESINTENDED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION SHALLBE IN ACCORDANCE WITH SECTION 116875 OF THE HEALTH AND SAFETY CODE.5.ALL FIXTURES, EQUIPMENT, PIPING, AND MATERIALS SHALL BE LISTED.6.WHERE A HOT WATER RECIRCULATIONS INSTALLED, THE BRANCH FROM THERECIRCULATION LOOP TO THE FIXTURE SHALL CONTAIN MAXIMUM OF 0.6GALLONS (LAPC610.4.1.2)7.PIPING INSULATION: CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH 1"THICK MOLDED GLASS FIBER WITH A MAXIMUM K FACTOR OF 0.27 AT 75 DEGREESF MEAN TEMPERATURE AND FACTORY APPLIED VAPOR BARRIER JACKET.8. ALL PLUMBING FIXTURES SHALL MEET FLOW REQUIREMENTS SPECIFIED IN THELOS ANGELES PLUMBING CODE.

PLUMBING PLAN NOTES1PROVIDE NEW PLUMBING FIXTURES INCLUDING, WATER CLOSET,URINAL, LAVATORY, SINK WITH ALL RELATED ACCESSORIES.RECONNECT TO THEM TO NEAREST COLD WATER, HOT WATER ANDSEWER.PROVIDE A NEW GAS TANK WATER HEATER, POWER, CONTROL, PIPESAND ALL RELATED ACCESSORIES.PROVIDE TRAP PRIMER AND RELATED PLUMBING FOR FLOORDRAIN.ACCESS PANEL SHOULD BE PROVIDED.PROVIDE A NEW DRINKING FOUNTAIN, POWER, CONTROL, PIPES ANDALL RELATED ACCESSORIES.PROVIDE NEW MOP SINK, PIPES AND ALL RELATED ACCESSORIES.POINT OF CONNECTION TO AN EXISTING GAS PIPE.PROVIDE COLD WATER FOR REFRIGERATOR.1 234567111 451 11112 13
6 PLUMBING, COLD WATER,HOT WATER & GAS -NEW
7

Page 289 of 710 ends

UPUP
TRUENORTH01PLUMBING SEWER AND VENT-NEW3/16" = 1'-0"
WH-1
WC-1WC-1WC-1WC-1WC-1LV-1LV-1LV-1LV-1MS-1
(E)FCO(E)4"SANITARYSEWER FROMCITY(E)FCOUR-1DF-1
S-1FD-1FD-1FD-12"SS4"SS
3"SS2"SS3"SS
4"SS2"SS1AHU
2AHU
Sheet Number:UNDER THE SUPERVISION OF:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOTSHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THESPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACTLOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAYDAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BYCONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAiArchiArchiArchINFRASTRUCTURE ARCHITECTS100 Progress,Suite 110,Irvine,CA 92618www.infrastructurearchitects.comP.N.: 2.1000.03NO.DATEBYDESCRIPTIONAPPROV.REVISIONSiARCHCITY OF MONTEBELLO115 South Taylor Ave. , Montebello , CA 90640SENIOR CENTER RENOVATIONCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT MECHANICAL &PLUMBING ENGINEERS12208 WITT ROAD,POWAY, CA92064(949)241-7796EXP. 06-30-2025No.40394SHAYAN ZOLGHADRREGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIA3-5-25 P3.1 GENERAL NOTES1.THE PLUMBING CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH THEEXISTING CONDITIONS AND THE NEW WORK OF ALL OTHER TRADES ON THE JOBSITE AND SHALL BE RESPONSIBLE TO REPAIR AND REPLACE ANY EXISTINGSUSPENDED CEILINGS AND / OR FINISHES DAMAGED BY THE INSTALLATION OFEQUIPMENT, PIPING, FIXTURES, ETC. UNDER THE PLUMBING CONTRACT.2.CONTRACTOR SHALL MAKE SURE NEW OR REPAIRED POTABLE WATER SYSTEMSSHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET INSECTION 609.9 OF THE PLUMBING CODE.3.THE HOT WATER SYSTEM DESIGN COMPLIES WITH THE CPC 2019 ASSE 1070WHICH LIMITS THE HOT WATER SUPPLY TEMPERATURE TO 120°F.4.THE LEAD CONTENT OF PIPES, PIPE OR PLUMBING FITTINGS AND FIXTURESINTENDED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION SHALLBE IN ACCORDANCE WITH SECTION 116875 OF THE HEALTH AND SAFETY CODE.5.ALL FIXTURES, EQUIPMENT, PIPING, AND MATERIALS SHALL BE LISTED.6.WHERE A HOT WATER RECIRCULATIONS INSTALLED, THE BRANCH FROM THERECIRCULATION LOOP TO THE FIXTURE SHALL CONTAIN MAXIMUM OF 0.6GALLONS (LAPC610.4.1.2)7.PIPING INSULATION: CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH 1"THICK MOLDED GLASS FIBER WITH A MAXIMUM K FACTOR OF 0.27 AT 75 DEGREESF MEAN TEMPERATURE AND FACTORY APPLIED VAPOR BARRIER JACKET.8. ALL PLUMBING FIXTURES SHALL MEET FLOW REQUIREMENTS SPECIFIED IN THELOS ANGELES PLUMBING CODE.

PLUMBING PLAN NOTESRECONNECT NEW PLUMBING FIXTURES TO EXISTING SEWER ANDVENT PIPESNEW EMERGENCY FLOOR DRAIN FOR RESTROOMS.NEW FLOOR DRAIN FOR WATER HEATER DRAINAGE.T&P RELIEF DISCHARGE INDIRECTLY TO THE FLOOR DRAINCONDENSATE DISCHARGE TO THE FLOOR DRAINCONDENSATE FROM AIR-COOLING COILS SHALL BE COLLECTED ANDDISCHARGED TO AN APPROVED PLUMBING FIXTURE OR DISPOSALAREA. WHERE DISCHARGED INTO THE DRAINAGE SYSTEM,EQUIPMENT SHALL DRAIN USING AN INDIRECT WASTE PIPE. THEWASTE PIPE SHALL HAVE A SLOPE OF NOT LESS THAN 1/8 INCH PERFOOT (10.4 MM/M) OR 1 PERCENT SLOPE AND SHALL BE OF ANAPPROVED CORROSION-RESISTANT MATERIAL NOT SMALLER THANTHE OUTLET SIZE IN ACCORDANCE WITH SECTION 814.3 OR SECTION814.4 FOR AIR-COOLING COILS OR CONDENSING APPLIANCES,RESPECTIVELY. CONDENSATE OR WASTEWATER SHALL NOT DRAINOVER A PUBLIC WAY.AIR-CONDITIONING CONDENSATE WASTE PIPES SHALL CONNECTINDIRECTLY, EXCEPT WHERE PERMITTED IN SECTION 814.6, TO THEDRAINAGE SYSTEM THROUGH AN AIR GAP OR AIR BREAK TO DRYWELLS. A CONDENSATE DRAIN SHALL BE TRAPPED IN ACCORDANCEWITH THE APPLIANCE MANUFACTURER'S INSTRUCTIONS OR ASAPPROVED.. 23456
711111
111
223
6 6
45 7
7 1

PLUMBING WASTE AND VENT-NEW

Page 290 of 710 ends

ADJUSTABLEBAND HANGERFOR PIPINGFOUR INCH ORLESSTOP BEAMC-CLAMP IFSTEEL BARJOISTSTEELDECKALL-THREAD ROD.LENGTH AS REQ'DFOR PIPE SLOPEPROVIDE COPPEROR NON-METALLICCOATING WHEREHANGERS CONTACTBARE COPPER PIPE

PIPE HANGERSNOT TO SCALE
DO NOT HANG PIPELARGER THAN 3" FROMBOTTOM OF JOISTS.
03 URINALLAVATORYTANK WATER CLOSETJANITOR'S SINKPC TO PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBINGPRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0-RINGCONSTRUCTION, HAVING PDI #WH-201, ASSE #1010 OR ANSI #A112.26.1M CERTIFICATION.SIZE AND INSTALL PER PDI #WH-201 STANDARD OR MANUFACTURER'S INSTRUCTION. THETABLES ABOVE ARE BASED ON THE SIOUX CHIEF PRODUCT LINE. IF PRESSURE IS INEXCESS OF 65 PSIG THEN UPSIZE THE ARRESTER BY ONE (EXAMPLE: AN 'A' ARRESTERWOULD BECOME A 'B' ARRESTER.)

UNIT LOADFIXTUREPDISIZESINGLE FIXTURE
33 MULTIPLE FIXTURESFIXTURE UNIT TABULATIONFIXTURE1.5--HOT1.555COLD

WATER HAMMER ARRESTERSNOT TO SCALE
AAABCD1-34-1112-3233-6061-113
ON HORIZONTAL BRANCH LINE LESS THAN 20FEET LONG, PLACE ONE WITHIN SIX FEET OFTHE LAST FIXTURE SERVEDON BRANCH LINE GREATER THAN 20 FEETLONG, PLACE ANOTHER ARRESTER IN THEMIDDLE, EACH IS SIZED FOR HALF THEFIXTURE UNITSHOT ORCOLDWATERSUPPLYARRESTERWITHIN SIXFEET OFFIXTURESERVED DRINKING FOUNTAIN-0.5
04 PROVIDE FIBERGLASS INSULATION WITH ALL-SERVICE JACKET WITH VAPOR BARRIER ONALL COLD/HOT WATER PIPING AND CONDENSATE DRAIN PIPE. REFER TO SPECIFICATIONSFOR FURTHER INFORMATION REGARDING INSULATION. INSTALL ALL ITEMS PERSPECIFICATIONS AND MANUFACTURERS INSTRUCTIONS. MAINTAIN VAPOR BARRIER ONCOLD PIPING BY MEANS OF SEALANT AND TAPE. FLAME-SPREAD AND SMOKE-DEVELOPEDINDEXES SHALL NOT EXCEED 25/50. SEAL EXPOSED ENDS OF FIBERGLASS INSULATIONWITH ADHESIVE MASTIC.

REFER TO OTHER DETAILSFOR TREATMENT OF INSULATION AT PENETRATIONOF WALLS AND FIREWALLS

PIPE INSULATIONNOT TO SCALE
PROVIDE INSULATION ON DOMESTICHOT/COLD WATER PIPES, STORM WATERPIPES, AND CONDENSATE DRAIN PIPING INWALLS AND CHASESMITER THE INSULATION AT TEES ANDELBOWS SO THAT THERE ARE NO GAPS ATJOINTS. PROVIDE ONE-PIECE PRE-MOULDEDPVC FITTING COVERSPROVIDE A ONE FOOTLENGTH OFNON-COMPRESSIBLEINSULATION AT HANGERSFOR ALL PIPE 2" ANDLARGER

COVER VALVE BODIES WITH INSULATION, BUT NOT UNIONSTAPE JOINTS OFFIBERGLASSINSULATION FLOOR
02 MINIMUM 12" BELOW ROOFROOF INSULATIONMINIMUM 12" ABOVE ROOFROOF DECKREFER TO ARCHITECT'SDRAWING FOR APPLICATIONOF VENT PIPE BOOTINSTALLATION WITH ROOFINGMATERIALPROVIDE SLEEVE IFREQUIRED BY TYPEOF ROOF DECKPROVIDE PIPE INCREASERWHERE REQUIRED TO MAKEMINIMUM 3" VENT THRU ROOFANCHOR PIPE TO ROOF DECK ORJOISTS WITH U-BOLT AROUND PIPEAND ANGLE IRON WELDED ORSCREWED TO DECK OR JOISTHUBLESS PIPE CONNECTORSON CAST IRON PIPEREFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR A MINIMUM OF 20 FEETHORIZONTAL (UNLESS APPROVED BY ENGINEER PRIOR TO INSTALLATION) OR THREE FEETVERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANYVERTICAL SURFACE. PROVIDE 1" FIBERGLASS INSULATION WITH ALL-SERVICE JACKET ONVENT PIPE INSIDE BUILDING WITHIN SIX FEET OF VENT THRU ROOF LOCATION. VERIFYFLASHING AND COUNTERFLASHING WITH ROOFING CONTRACTOR.VENT THRU ROOF (VTR)NOT TO SCALE PROVIDE ONE PIECE SPUN ALUMINUM BASE WITH, GRADUATED STEPPEDPVC BOOT, AND ADJUSTABLE STAINLESS STEEL CLAMPS. SET BASE INBED OF MASTIC 01 MAKE CONNECTION TOEQUIPMENT AS REQUIREDSLOPE PIPE ASMUCH AS POSSIBLETOWARDDISCHARGEIW PROVIDE CLEANOUTS IN TURNS/ENDS OFPIPE. USE DWV FITTINGS IF SIZE ISLARGER THAN 1"

VERIFY WITH LOCAL CODESIF/WHEN TRAP AND/OR VENT AREREQUIRED FOR THE LENGTH OFDRAIN PIPE INSTALLED DISCHARGE INTO CENTER HOLE OFGRATE OF WASTE RECEPTACLE WITHAIR GAP SUFFICIENT TO REMOVEGRATE AND STRAINER. MINIMUM GAP= TWO PIPE DIAMETERS

INDIRECT DRAINNOT TO SCALE
MAKE PIPE MINIMUM ONE SIZE LARGERTHAN EQUIPMENT CONNECTION, MINIMUM34". USE TYPE "M" HARD COPPER UP TO 1"AND TYPE DWV FOR LARGERROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED. DONOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED EXPOSED IN FOOD SERVICEFACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION.06 PIPESIZESPACINGTRANSVERSEBRACELONGITUDINALBRACEBOLTSIZERODSIZEMAX RODLENGTHVERTICAL BRACETR.LO.1"-2"20'20'2"X2"X18GA2"X2"X18GA14"38"20"2"X2"X18GA212"-3"40'40'212"X212"X16GA212"X212"X16GA38"12"25"2"X2"X16GA4"-5"40'40'212"X212"X16GA212"X212"X16GA12"58"31"2"X2"X16GA6"40'40'212"X212"X12GA212"X212"X12GA12"34"37"212"X212"X16GA8"40'40'212"X212"X12GA212"X212"X12GA58"78"43"212"X212"X12GA10"20'20'212"X212"X12GA212"X212"X12GA34"78"43"212"X212"X12GADO NOT BRACE ANY PIPES WHERE TOP OF PIPE TO BOTTOM OF UPPER ATTACHMENT IS LESS THAN 12". BRACE GAS, OIL AND AIR PIPES 1" AND LARGER. BRACE ALL PIPES IN EQUIPMENT ROOMS1-1/4" AND LARGER. BRACE ALL OTHER PIPE 2-1/2" AND LARGER. BRACE HUBLESS CAST IRON PIPE ON EACH SIDE OF ANY CHANGE IN DIRECTION OF 90 DEGREES OR MORE. MAXIMUM HANGERROD LENGTH IS 6 FEET. WHERE LENGTH OF RUN EXCEEDS LONGITUDINAL BRACE SPACING, PROVIDE 2 FEET OFFSET IN PIPE AND LOCATE BRACE AT MID RUNS. REFER TO CURRENT EDITION OFSMACNA "SEISMIC RESTRAINT MANUAL" FOR ALTERNATIVE ATTACHMENTS AND ADDITIONAL INFORMATION AND REQUIREMENTS. (THIS DETAIL APPLIES IN THE ABSENCE OF OTHER LOCAL CODEREQUIREMENTS.)STANDARD STEEL PIPE CLAMPTRANSVERSE BRACE4" MAXIMUM TYPICAL ALL BRACES2 MAX.1 MIN.1 LONGITUDINAL BRACE1 MIN.2 MAX.WELD1/8" 1"-24"STEELBEAMCONCRETE1WOOD BEAMPROVIDE ROD SIZE TABULATED, WITH VERTICALBRACE IF ROD LENGTH EXCEEDS TABULATION.ANGLE IRON BRACE ANDBOLTS PER TABLE (TYP.)STEEL JOISTPIPE HANGERPER OTHERDETAIL DRILLED IN THREADED INSERT. DONOT USE SHOT-IN INSERTS.BOLT (WITH TWOWASHERS) BETWEENJOIST MEMBERSBOLT (WITH TWOWASHERS) NEARTOP OF BEAM

SEISMIC BRACING FOR PIPENOT TO SCALE
BOLT (WITH TWOWASHERS) NEARTOP OF BEAMUPC ZONE3 OR 4;SMACNASHL-A 05 09TRAP PRIMERREFER TO SHEET P2.008GREASE INTERCEPTORREFER TO SHEET P3.0

PLUMBING DETAILS

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i
CI

TY OF MONTEBELLO

CALIFORNIA
CONT

RACT DOCUMENTS

SPECIFICATIONS AND STANDARD DRAWINGS
FOR
S

ENIOR CENTER BASEMENT REMODEL
C.P
. No. 925
SAL
VADOR MELENDEZ – MAYOR
GEORGINA TAMAYO – MAYOR PRO TEM
DANIELLE ROMERO – COUNCILMEMBER
SCARLET PERALTA – COUNCILMEMBER
RIC ALONZO – COUNCILMEMBER
RAUL ALVAREZ – CITY MANAGER
CESAR ROLDAN – DIRECTOR OF PUBLIC WORK
PRE
PARED BY:

Project Labor Agreement No. 4202 must be adhered to
Bid Opening: July 16, 2025 at 11:00 AM
En
gineer’s Estimate: $908,936
Attachment B

Page 292 of 710 ends

SENIOR CENTER REMODELING

C.P. No. 925

IN THE CITY OF MONTEBELLO

BID SCHEDULE

Tasks Timeline
City Council authorization to solicit bids for
construction

May 30, 2025
Mandatory Job Walk June 18, 2025 at 9 am
Request for Information – Questions posted
by bidders

June 23, 2025 by 12 pm
Response to bidders’ questions/Addendums June 30, 2025 by 5 pm Open Construction Bids July 16, 2025 at 11:00 am
City Council award construction contract
(Tentative)
August 13, 2025
Commence Construction – Senior Center
Basement Remodel (60 working days)

September 2025 – December 2025
Close out Project January 2026

Proposals will be received at the office of the City Clerk, City Hall, City of Montebello, 1600 West Beverly Boulevard, Montebello, California 90640 until 11:00 AM on July 16, 2025.

These Specifications have been prepared
under the direction of:

Mohamad J. Farahani, P.E.

Page 293 of 710 ends

iii

CITY OF MONTEBELLO

CALIFORNIA

TO PROSPECTIVE BIDDERS:

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

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

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

If there are any questions regarding this project, please contact the City Engineer’s office at (323) 887-1200, ext. 460.

Cesar Roldan
Public Works Director

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SENIOR CENTER REMODELING

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

PROPOSAL C-1 to C-28

STANDARD PUBLIC WORKS AGREEMENT D-1 to D-18

SPECIAL PROVISIONS

PART 1 - GENERAL PROVISIONS GP-1 to GP-42

PART 2 – BID ITEM DESCRIPTION BD-1 to BD-3

STANDARD PLANS APPENDIX “A”

DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) APPENDIX “B”

CONTRACTOR REGISTRATION NUMBER FORM

PROJECT SIGNS APPENDIX “C”

PROJECT LABOR AGREEMENT NO. 4202 APPENDIX “D”

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A-1

NOTICE INVITING SEALED BIDS

FOR

SENIOR CENTER REMODELING

C.P. No. 925

IN THE CITY OF MONTEBELLO

PUBLIC NOTICE IS HEREBY GIVEN that the City of Montebello as AGENCY, invites sealed bids for the above stated project and will receive such bids electronically ONLY thru PlanetBids, https://www.montebelloca.gov/cms/one.aspx?portalId=58756&pageId=84839, by 11:00 am on July 16, 2025. They will be publicly opened in the City Council Chambers shortly after on the above date.

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 t o have the contractor perform the “Project”, and other appurtenances in accordance with the 2012 Standard Plans for Public Works Construction (SPPWC), 2018 Standard Specifications for Public Works Construction “Greenbook” and 2018 Caltrans Standard Plans and Specifications unless otherwise shown.

CONTRACT DOCUMENTS:

Copies of the contract documents are available on PlanetBids and PlanetBids can be accessed through the City’s website at:
https://www.montebelloca.gov/cms/one.aspx?portalId=58756&pageId=84839.

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

Questions: All questions relative to this project prior to the opening of bids shall be submitted electronically and received no later than 12:00 p.m. on June 23, 2025

PREVAILING WAGE:

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 wher e the work is to be performed. A copy of said wage rates is available on -line at: B -2 www.dir.ca.gov/dlsr/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.

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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 a 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 acknowledgment 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 A 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 7-3.2 of these Specifications. The Contractor may substitute an escrow holder surety of

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A-3
equal value to the retention and the Contractor shall be beneficial owner of the surety and shall receive any interest thereon.

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.

BY ORDER OF: The City of Montebello, California

___________________________
Christopher Jimenez, City Clerk

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B-1

INSTRUCTIONS TO BIDDERS

FOR

SENIOR CENTER REMODELING

C.P. No. 925

IN THE CITY OF MONTEBELLO

GENERAL INFORMATION

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

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

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

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

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

PROPOSAL FORMS

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

PROPOSAL GUARANTEE

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

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B-2

DELIVERY OF PROPOSAL

Electronic Bids shall be submitted electronically via PlanetBids, accessible via the City ’s website at: https://www.montebelloca.gov/cms/one.aspx?portalId=58756&pageId=84839 by 11:00 am on July 1 6, 2025. It is the bidder’s responsibility to ensure the bids have been successfully submitted thru PlanetBids. Bidders can contact the AGENCY’S Purchasing Officials for confirmation. Late proposals will not be considered.

WITHDRAWAL OF PROPOSALS

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

IRREGULAR PROPOSALS

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

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

TAXES

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

DISQUALIFICATION OF BIDDERS

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

DISCREPANCIES AND MISUNDERSTANDINGS

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

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

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

EQUIVALENT MATERIALS

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

LEGAL RESPONSIBILITIES

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

AWARD OF CONTRACT

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

SURETY BOND PERIOD

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

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PROPOSAL

FOR

SENIOR CENTER REMODELING

C.P. No. 925

IN THE CITY OF MONTEBELLO

TO THE CITY OF MONTEBELLO, as AGENCY

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

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

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

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

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

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

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

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

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

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

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

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BID PROPOSAL

FOR

SENIOR CENTER REMODELING

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 ITEMS:

Item
No.

Item Description Qty. Unit Amount
1 Mobilization And Demobilization %3

Demo Phase

1 Remove All Existing Toilet Doors, Partitions, And
Miscellaneous.
1 LS

2 Remove All Existing Plumbing Fixtures And
Miscellaneous Per Plumbing Drawings.
1 LS

3 Remove All Existing Restroom And Kitchen
Equipment, And Miscellaneous Items.
1 LS

4 Demolish Designated Walls As Indicated With
Dashed Lines.
1 LS

5 Demolish Finish Layer Of Designated Remaining
Walls As Per Demolition Plans.
1 LS

6 Demolish Existing Floor Tiles And Mortar Down
To The Slab Surface. Saw Cut The Existing Slab
For New Floor Drains.
4500 SF

7 Remove Existing Lighting Fixtures, Switches,
And Electrical Outlets As Per Electrical Plans.
1 LS

8 Remove All Existing Restroom Signs And
Accessories.
1 EA

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9 Remove All Designated Doors And Windows Per
Demolition Plan.
10 EA

10 Remove All Existing Ceiling Gypsum Board;
Prepare The Structure To Receive New Ceiling
System Per Construction Rcp Plan.
4500 SF

11 Remove All Existing Light Fixtures And
Associated Wiring.
1 LS

12 Remove All Existing Hvac Registers, Diﬀusers,
And Ductwork To Accommodate New Hvac
System Installation.
1 LS

13 Remove All Existing Exhaust Fans And
Associated Components To Receive New.
1 LS

Construction Phase

1 Construct New Interior Walls As Indicated With
Hatch Lines, Per Construction And Structural
Plans. Ensure All Work Meets Design
Speciﬁcations And Code Requirements.
1 LS

2 Furnish And Install All New Flooring Finishes Per
Finish Schedule.
4500 SF
3 Patch And Repair All Existing Loose And Flaking
Interior Damaged Walls, Re-Paint To Match
Existing, Per Finish Schedule.
2000 SF
4 Furnish And Install All New Doors Per Door
Schedule And Manufacture Speciﬁcations.
10 EA
5 Furnish And Install All New Windows Per
Window Schedule And Manufacture
Speciﬁcations.
4 EA
6 Furnish And Install Lockers Per Manufacture
Speciﬁcation.
39 EA
7 Furnish And Install Filtered Drinking Fountain
Per Speciﬁcation.
1 EA

8 Furnish And Install All New Restroom Partitions,
Doors Miscellaneous Per Construction Plan.
1 LS

9 Furnish And Install Wall Tiles Per Interior Wall
Views & Finish Schedule.
2000 SF

10 Furnish And Install All New Restroom
Equipment And Miscellaneous Items Per
Construction Plan & Equipment Schedule And
Manufacture Speciﬁcation.
1 LS

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11 Furnish And Install Kitchen Base And Upper
Cabinets And Appliances Per Construction Plan
& Finish Schedule And Manufacture
Speciﬁcation.
1 LS

12 Furnish And Install Kitchen Serving Counter Top
Per Enlargement Plan.
1 LS

13 Furnish And Install Plumbing & Electrical
Fixtures And Miscellaneous Per M&E Plans.
1 LS

14 Furnish And Install International Restroom
Signs.
2 EA

15 Furnish And Install Accessible International
And Directional Signs Restroom And Interior
Signs Per Sheet A0.2.
3 EA

16 Revise Door Swing To Open Inward. Repair Any
Wall Damage Caused By Modiﬁcation And
Repaint To Match Existing Finish.

1 EA

17 Furnish And Install Mirror Per Manufacture's
Speciﬁcations As Indicated In Sheet A3.2.
1 LS

18 Furnish And Place Two Flower Pots.

2 EA

19 Patch And Repair Existing Ceiling Assembly As
Required.

4000 SF

20 Install New Gypsum Board Ceiling Per
Construction Plan, Apply Joint Compound,
Sand, Prepare For Finishes. Paint New Ceiling As
Speciﬁed.
4000 SF

21 Furnish And Install All New Lighting Fixtures,
Hvac Diﬀusers And Other Ceiling Elements, Per
Electrical, Rcp And Mechanical Drawings.
1 LS

22 Install New Hvac Registers, Diﬀusers, And
Ductwork; Install New Exhaust Fans With
Associated Wiring; And Ensure Proper
Integration As Per Mechanical, Electrical, And
Construction Plans.
1 LS

Contingency At 15%

Total Base Bid Schedule (In Figures)

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TOTAL AMOUNT BID IN WORDS _____________________________________________

_______________________________________________________________________Dollars

Bidder’s Signature Title
______________________________________________________________________________ Company Name

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

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

Before signing the contract, the lowest responsible bidder shall furnish all necessary bonds within ten (10) days after receiving the Contract notification. This bid is based upon completing the work in sixty (60) working days from the date of the Notice to Proceed.

After opening bids, the City will contact the lowest responsive/responsible bidder and inform him/her to submit signed contract, and required bonds and insurances to the City within ten (10) calendar days. These signed documents will be included in the Ci ty Council report to award the contract at the City Council Meeting to the lowest monetary bidder who will be determined by the Total Lump Sum Bid amount indicated above. Upon approval of the contract by City Council, the City will issue the “Notice to Proceed with Construction”. _____________________________________________________________________ Enclosed is a Bidder's Bond, Certified Check or Cashier's Check number ________ on

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

SIGNATURE OF BIDDER _______________________ TEL NO. (____)____________

BUSINESS ADDRESS ________________________________________________ ----------------------------------------------------------------------------------------------------------------

CONTRACTOR'S LICENSE
NUMBER & EXPIRATION DATE ___________________________________________

TYPE OF LICENSE ___________________________________________

I declare under penalty of perjury that the foregoing is true and correct.

______________________________, Dated this ___ day of _ _________, 20__.

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

SURETY COMPANY'S ___________________________________________ NAME

___________________________________________

ADDRESS

___________________________________________

CITY STATE / ZIP CODE
(_____) _________________ _(____)_____________

PHONE FAX

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DESIGNATION OF SUBCONTRACTORS
California Public Contract Code 6109

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

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

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

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

California Public Contract Code 7104

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

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Bidder’s List of subcontractor

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

In accordance with Title 49, Section 26.11 of the Code of Federal Regulations, and Section 4104 of the Public Contract Code 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: