Roseville City Council
April 16, 2025

EXISTING RELOCATED

REQUIRED
ROOM

RIGID METAL CONDUIT

REMOVE AND REPLACE

SECONDARY DAYLIT ZONE

SKYLIGHT DAYLIT ZONE

SPECIFICATION

SIGNAL TERMINAL CABINET
SQUARE
SWITCH

TELEPHONE

TELECOMMUNICATIONS GROUNDING

TELECOMMUNICATIONS MAIN

TELEPHONE TERMINAL BOARD

TYPICAL

UNDERGROUND

UNLESS OTHERWISE NOTED
VOLTS

WEATHERPROOF
WEIGHT
WATT
WITH

TRANSFORMER
AND

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

OFCI OWNER FURNISHED, CONTRTRACTOR

INSTALLED

MEP COMPONENT ANCHORAGE NOTE

ALL MECHANICAL, PLUMBING AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE AHJ APPROVED CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPONENTS SHALL BE ANCHORED AND BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2019 CBC SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTERS 13, 26 AND 30:

1. ALL PERMANENT EQUIPMENT AND COMPONENTS.

2. TEMPORARY, MOVEABLE OR MOBILE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. "PERMANENTLY ATTACHED" SHALL INCLUDE ALL ELECTRICAL CONNECTIONS EXCEPT PLUGS FOR 110/20 VOLT RECEPTACLES HAVING A FLEXIBLE CABLE.

3. TEMPORARY, MOVEABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4

FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORTS THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER APPROVED BY THE AHJ.

THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT DEMONSTRATE DESIGN COMPLIANCE WITH THE REFERENCES NOTED ABOVE. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE CONNECTIONS MUST ALLOW MOVEMENT IN BOTH TRANSVERSE AND LONGITUDINAL DIRECTIONS:

A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVING A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORTS THE COMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

THE ANCHORAGE OF ALL MECHANICAL, ELECTRICAL AND PLUMBING COMPONENTS SHALL BE SUBJECT TO THE APPROVAL OF THE

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY THE AHJ. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH THE ABOVE REQUIREMENTS.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION

SYSTEM BRACING NOTE

AS AMP SWITCH RATING

AMP FUSE SIZE

CPT CONTROL POWER TRANSFORMER

BMS BUILDING MANAGEMENT SYSTEM

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTIONS 13.6.5, 13.6.6, 13.6.7, 13.6.8 AND 2019 CBC, SECTIONS 1617A.1.24, 1617A.1.25 AND 1617A.1.26.

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E):

MP MD PP E OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS.

MP MD PP E OPTION 2: SHALL COMPLY WITH THE APPLICABLE HCAI PRE-APPROVAL (OPM #) #____________.

XX
EMK432
2a
DETAIL DESIGNATION, "A" SIGNIFIES DETAIL, "E-1" SIGNIFIES SHEET NUMBER

MECHANICAL EQUIPMENT BY OTHERS, CONNECTED BY ELECTRICAL CONTRACTOR

SYMBOLS REFERRING TO KEYED NOTES ON SAME SHEET

EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED

CONDUIT RISER

INSULATED ISOLATED GROUND CONDUCTOR, GREEN WITH TRACER STRIPE

INSULATED GREEN GROUND CONDUCTOR

EMERGENCY SYSTEM CONDUIT AND WIRES

CONDUIT RUN UNDERGROUND OR UNDER FLOOR

CONDUIT RUN CONCEALED IN CEILING OR WALL, SEE SYMBOLS LIST NOTES

HOMERUN TO PANELBOARD OR RESPECTIVE TERMINAL

TERMINAL CABINET, SURFACE MOUNTED

TERMINAL CABINET, RECESSED MOUNTED

MAIN SWITCHBOARD

PANELBOARD, SURFACE MOUNTED

PANELBOARD, RECESSED MOUNTED

FLEX CONNECTION TO FIXTURE

JUNCTION BOX, SIZE AS REQUIRED BY CODE

TRANSFORMER

FUSED DISCONNECT SWITCH

DIMMER SWITCH, LOW VOLTAGE

KEYED SWITCH

FOUR WAY SWITCH

THREE WAY SWITCH

TWO POLE SWITCH

SINGLE POLE SWITCH

GROUND MOUNTED FLOODLIGHT FIXTURE

BOLLARD AND/OR POLE TOP LIGHT FIXTURE

SITE LIGHTING FIXTURE AND POLE

SHADING INDICATES FIXTURE HAS EMERGENCY BATTERY BACKUP

EXIT SIGN FIXTURE

LED LIGHT FIXTURE - WALL MOUNTED

LED LIGHT FIXTURE - SEE FIXTURE SCHEDULE FOR MOUNTING

LED RECESSED DOWN LIGHT

LED WALL SCONCE

LV LOW VOLTAGE SWITCH

WIREMOLD SURFACE RACEWAY(S) WITH OUTLETS AS SHOWN OR NOTED,

SEE SURFACE RACEWAY SCHEDULE
FLUSH FLOOR BOX OR "POKE-THRU" UNIT EQUIPPED WITH FLUSH

OR PEDESTAL DUPLEX RECEPTACLE AND VOICE/DATA OUTLETS
AS NOTED, OR REFER TO SCHEDULE ON DRAWINGS.
(1)1-1/2"C INDICATES SIZE OF CONDUIT = ONE AND ONE HALF INCH CONDUIT

NUMBER WITHIN PARENTHESIS INDICATES QUANTITY OF CONDUITS A2 FIXTURE TYPE A2

ALL FIXTURES

APPLIES TO
CONNECTED TO CIRCUIT 2
LED LIGHT FIXTURE CONTROLLED BY SWITCH "a"
A
E1JJ
AC1

PLUGMOLD/WIREMOLD RECEPTACLE SYSTEM
1 F

M MANUAL MOTOR CONTROL SWITCH F FAN / LIGHT / NIGHT LIGHT SWITCH, PER MECHANICAL

OS WALL MOUNTED OCCUPANCY AUTO-OFF LIGHT SWITCH
CEILING MOUNTED OCCUPANCY AUTO-OFF LIGHT SWITCH.

INSTALL PER MANUFACTURER REQUIREMENTS.

CEILING MOUNTED DAY LIGHT SENSOR
INSTALL PER MANUFACTURER REQUIREMENTS.

TELEPHONE/DATA OUTLET BOX

DATA OUTLET BOX

TELEPHONE OUTLET BOX

SPECIAL OUTLET TO MATCH CAP PROVIDED WITH MACHINE

DOUBLE DUPLEX CONVENIENCE OUTLET

DUPLEX CONVENIENCE OUTLET

SYMBOLS LIST
1 GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET

DIMMER SWITCH WITH OCCUPANCY SENSOR, LINE VOLTAGE

ROOM CONTROLLER
INSTALL PER MANUFACTURER REQUIREMENTS. RC

ONE CONVENIENCE OUTLET
SPLIT DUPLEX OUTLET WITH:

ONE CONTROLLED OUTLET

ONE DUPLEX CONVENIENCE OUTLET
DOUBLE DUPLEX OUTLET WITH:

ONE CONTROLLED DUPLEX OUTLET

GROUND FAULT CIRCUIT INTERRUPTER DOUBLE DUPLEX OUTLET
OS
EXISTING EQUIPMENT, LIGHTING, DEVICES, CONDUIT, WIRING, ETC., ARE SHOWN LIGHT.

NEW OR RELOCATED EQUIPMENT, LIGHTING, DEVICES, CONDUIT, WIRING, ETC., ARE SHOWN DARK.

SYMBOLS LIST NOTES:

1. MOUNT SWITCH BOXES AT +48" TO TOP OF BOX UNLESS OTHERWISE NOTED.

2. MOUNT OUTLET BOXES AT +15" TO BOTTOM OF BOX UNLESS OTHERWISE NOTED.

3. "A" ADJACENT TO OUTLET INDICATES OUTLET BOX TO BE MOUNTED ABOVE COUNTER.

COORDINATE WITH COUNTER HEIGHT AND DEPTH PRIOR TO ROUGH IN. MOUNT OUTLET ABOVE COUNTERS AT:

3.1. +46" MAX TO TOP OF BOX WHERE BOX IS INSTALLED OVER BASE CABINET.

3.2. +44" MAX TO TOP OF BOX WITH OPEN COUNTERS WITH FORWARD APPROACH.

4. OUTLET BOXES SHALL BE:

4.1. WALL MOUNTED - 4" SQ. x 2-1/8" DEEP MINIMUM

4.2. CEILING MOUNTED - 4" SQ. OR 4" OCT. x 2-1/8" DEEP MINIMUM

5. OUTLET BOXES REQUIRING 1-1/4", 1-1/2" OR 2" CONDUITS SHALL BE 4-11/16" x 3-1/4" DEEP MINIMUM.

6. FLUSH MOUNTED OUTLET BOXES SHALL UTILIZE TRIM RINGS. COORDINATE TRIM RING DEPTH WITH WALL FINISH PRIOR TO ROUGH-IN.

7. NO CROSSBARS ON CONDUIT RUN INDICATES MINIMUM 3/4" CONDUIT (OR SURFACE RACEWAY EQUIVALENT), TWO #12 CU CONDUCTORS PLUS 1#12 CU GND. CROSSBARS INDICATE NUMBER OF #12 CU CONDUCTORS IN CONDUIT. CONDUCTOR SIZES OTHER THAN #12 NOTED ON DRAWINGS.

INCREASE CONDUIT SIZE AS REQUIRED TO ACCOMMODATE C.E.C. WIRE FILL REQUIREMENTS.

INCLUDE ADDITIONAL BOND WIRE IN ALL PVC AND FLEXIBLE CONDUIT. LONG CROSSBAR INDICATES NEUTRAL CONDUCTOR, SHORT CROSSBARS INDICATE PHASE CONDUCTORS.

8. INCREASE BRANCH CIRCUIT CU CONDUCTOR SIZES AS REQUIRED BY THE 120V BRANCH CIRCUIT VOLT DROP CONDUCTOR LENGTH CHART BELOW. USE CONDUCTOR LENGTHS AS FIELD MEASURED, BASED UPON MEASURED FIELD ROUTING LENGTHS. INCREASE MINIMUM CONDUIT SIZE AS REQUIRED TO ACCOMMODATE A MAXIMUM 40% CONDUCTOR FILL OF THE BRANCH CIRCUIT CONDUCTORS. WHERE NECESSARY, PROVIDE A JUNCTION BOX AT ACCESSIBLE CEILING SPACE TO CONVERT THE LAST 15 FEET OF CONDUCTORS TO #10 AWG TO ACCOMMODATE TERMINATION OF CONDUCTORS AT WIRING DEVICES, LIGHTING FIXTURES, CIRCUIT BREAKER, ETC.

9. INSTALL CU GROUND CONDUCTOR IN ALL BRANCH CIRCUITS FOR LIGHT FIXTURES AND POWER DEVICES.

PLUG CONTROLLER
INSTALL PER MANUFACTURER REQUIREMENTS. PC

DISCONNECT SWITCH

WAP WIRELESS ACCESS POINT OUTLET BOX IN ACCESSIBLE CEILING CARD READER OUTLET BOX AT +48"
M CARD READER, MULLION MOUNT AT +48"
OS
DL
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24 T E EAL I FORN I A F C O TATS R I CA L EC L E R.

O
G
O
RO
F
P

ED RETSI GER
S
S
I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:17:17 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-001

SYMBOLS AND
NOTES

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 1
NO. DATE DESCRIPTION 1 08/28/2024 PC Comments

BID SET (PRELIMINARY)
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:17:18 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-002

LUMINAIRE

SCHEDULE

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS

LUMINAIRE SCHEDULE

TYPE MANUFACTURER MODEL LAMP

FIXTURE

WATTS MOUNTING DESCRIPTION QTY NOTES
A1 FINELITE HP-X-P-ID-4ft-S-H-835-WSO-F-120-SC-FC-10%-FIN-DMX-FA50-C1-SW LED 40 VA PEDANT/ T-BAR CEILING LINEAR DIRECT/INDIRECT 16 QTY AND WATTS ARE SHOWN FOR 4' UNIT A1E FINELITE HP-X-P-ID-8'-S-S-835-WSO-ELD-DMX-FA50-C1-CW-LGD10W LED 40 VA PENDANT/ T-BAR CEILING LINEAR DIRECT/INDIRECT 2 QTY AND WATTS ARE SHOWN FOR 4' UNIT A2 FINELITE HP-X-P-ID-12ft-S-H-835-TG-F-120-SC-FC-10%-FIN-DMX-FA50-C1-SW LED 40 VA PEDANT/ T-BAR CEILING LINEAR DIRECT/INDIRECT 18 QTY AND WATTS ARE SHOWN FOR 4' UNIT A2E FINELITE HP-XP-P-ID-12ft-S-H-835-TG-F-120-SC-FC-10%-FIN-DMX-FA50-C1-SW-LGD10W LED 40 VA PEDANT/ T-BAR CEILING LINEAR DIRECT/INDIRECT W/10 WATT EM BATTERY PACK 3 QTY AND WATTS ARE SHOWN FOR 4' UNIT A3 FINELITE HP-X-P-ID-8ft-H-H-835-WSO-F-120-SC-FC-10%-FIN-DMXFA50-C1-SW LED 53 VA PEDANT/ T-BAR CEILING LINEAR DIRECT/INDIRECT 23 QTY AND WATTS ARE SHOWN FOR 4' UNIT A3E FINELITE HP-X-P-ID-8ft-H-H-835-WSO-F-120-SC-FC-10%-FIN-DMX-FA50-C1-SW-LGD10W LED 53 VA PENDANT/ T-BAR CEILING LINEAR DIRECT/INDIRECT W/10 WATT EM BATTERY PACK 7 QTY AND WATTS ARE SHOWN FOR 4' UNIT A4 FINELITE HP-X-P-ID-8ft-S-H-835-TG-F-120-SC-FC-10%-FIN-DMFA50-C4-SW LED 40 VA PENDANT/ HARD CEILING LINEAR DIRECT/INDIRECT 16 FOR GROUP R-3 OCCUPANCY. QTY AND WATTS ARE SHOWN FOR 4' UNIT
A5 FINELITE HP-X-P-ID-24ft-S-H-835-TG-F--120-SC-FC-10%-FIN-DMFA50-C1-SW LED 40 VA PEDANT/ T-BAR CEILING LINEAR DIRECT/INDIRECT 9 A5E FINELITE HP-X-P-ID-24ft-S-H-835-TG-F--120-SC-FC-10%-FIN-DMX-FA50-C1-SW-LGD10W LED 40 VA PEDANT/ T-BAR CEILING LINEAR DIRECT/INDIRECT 3 QTY AND WATTS ARE SHOWN FOR 4' UNIT B WIILLIAMS 6DR-TL-L15-835-DIM-UNV-OW-OF-CS LED 14 VA RECESSED RECESSED DOWNLIGHT 34 B1 WIILLIAMS 6DR-TL-L15-835-DIM-UNV-OW-OF-CS-WET-CC LED 14 VA RECESSED RECESSED SHOWER DOWNLIGHT 5 B1E WIILLIAMS 6DR-TL-L15-835-DIM-UNV-OW-OF-CS-WET-CC-EM LED 14 VA RECESSED RECESSED SHOWER DOWNLIGHT W/10W BATTERY PACK 4 BE WIILLIAMS 6DR-TL-L15-835-DIM-UNV-OW-OF-CS-EM/10W LED 14 VA RECESSED RECESSED DOWNLIGHT 14 C WIILLIAMS LT-24-L82-835-AF-DIM-UNV LED 64 VA RECESSED LAY-IN TROFFER 2 D WIILLIAMS NW-4-L74-835-RA-DIM-UNV LED 56 VA PENDANT PEDANT LINEAR 5 QTY AND WATTS ARE SHOWN FOR 4' UNIT DE WIILLIAMS NW-4-L74-835-RA-DIM-UNV-EM LED 56 VA PENDANT PEDANT LINEAR W/10 W BATTERY PACK 6 QTY AND WATTS ARE SHOWN FOR 4' UNIT F DMF LIGHTING DC4-C2-S-D15-WF-00000-35-BZ-O LED 17 VA PENDANT CORRIDOR AND KITCHEN LIGHTS 20 F1E DMF LIGHTING DC4-T2-W-D15-WF-00000-35-BZ-EM LED 17 VA PENDANT EXTERIOR COVERED SPACE W/10W EM DRIVER 4 FE DMF LIGHTING DC4-C2-S-D15-WF-00000-35-BZ-O-EM LED 17 VA PENDANT CORRIDOR AND KITCHEN LIGHTS W/ 10W EM DRIVER 12 G FINELITE E3-P-WW-D-4ft-H-835-F-X-120-OTi-10%-FA50-FM-C4-SW LED 15 VA PEDANT LED ACCENT 3 H FLUXWERX ILLUMINATION PF1-B-A-35-W-02-S-F2-M LED 10 VA PENDANT PROFILE 100 DN LED 6 J FLUXWERX ILLUMINATION TC1-P-09-D-06-W-W-2-8-35-E LED 28 VA PENDANT PORTAL PENDANT 9" 1 K AFX BARV2403L30D1SN LED 20 VA SURFACE INTERIOR WALL 6 SP LINMORE LL-SL1-SM-75WD-35K-T5-UNV-G2-CUS-RMB-LOCCDIM12 LED 75 VA POLE @ 18'-0" U.O.N. POLE MOUNTED SINGLE HEAD LED 11 SW GARDCO GWM-A07-830-T2M-UNV-BZ LED 23 VA WALL WALL MOUNTED EXTERIOR LIGHT 4 SWE GARDCO GWM-A07-830-T2M-UNV-ES-BZ LED 23 VA WALL RECESSED SHOWER DOWNLIGHT W/10W BATTERY PACK 2 T1 AFX ELNU32WH-LCX-OCC LED 16 VA SURFACE ELENA TASK LIGHTING ELNU SERIES 32" 5 T2 AFX ELNU40WH-LCX-OCC LED 20 VA SURFACE ELENA TASK LIGHTING ELNU SERIES 40" 1 X EVENLITE TLX-EM-GU-W-SD LED 2 VA SURFACE EXIT SIGN 9
1 NO. DATE DESCRIPTION
1 08/28/2024 PC Comments

BID SET (PRELIMINARY)
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:17:31 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-003
TITLE 24 INDOOR

LIGHTING

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:17:32 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-004
TITLE 24 INDOOR

LIGHTING

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:17:40 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-005
TITLE 24 OUTDOOR

LIGHTING

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
EV-F
EV-F
EV-F
EV-F

EV-F EV-F EV-F
EV-C

EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F
ICV(TYP.)
HB

SIGNAL BOX
E.PANEL
ICV
C MH
RIM=136.12
ICV
(2)E.RISERS
E.PANEL
ICV(TYP.)
GV(TYP.)
HB
E.PANEL
G.RISER
E.PANEL G.RISER
HB
ACU XF
C.BOX
E.RISER
ICV
XF
II
I
I
I
MH
I
I
I
I
I
I
I
I
I
I
I
I
G
G
COL(TYP.) COL(TYP.)
DS
FFE=135.73
DS
COL(TYP.)
6"
6"
8"(3) 8"
12"
12"
6"
10"
10"
8" 12"
12" 8"
12"
10" 12" 12"
8"
8"
8"
8"
8"
6"
6"
6"
6"
6"
8"
6"
6" 6"
CP 6'6"
CP 9'0"
PP
8"PP 4'0"
8"PP 6'8"

EMPTY CONDUITS NOT LOCATED

EMPTY CONDUITS NOT LOCATED
SS
SS SS
SLB
SLB
SLB
SLB
SLB MAIN ST.

PRIMARY CIR.

MAIN ST.

MAIN ST.
w
G
G
MH
I
I
I
I
IIIII
I
I
I
I
MH
I
I
I
I
wM
I
I
MH
I
I
I
I
I
I
MH
MH
E
I
MH
I
I
I
G
E
I
I
I
I
I
GM
I
I
E
MH
wM
w
E
I
I
I
(E)
(RR)
(RR)
(D)
(E)
(E)
(E)
(E)
1 6
1 23
54 46
2 2
22 7
6 7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24 T E EAL I FORN I A F C O TATS R I CA L EC L E R.

O
G
O
RO
F
P

ED RETSI GER
S
S
I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:17:41 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-100

SITE PLAN -

ELECTRICAL

DEMOLITION

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 1/16" = 1'-0"

SITE PLAN - ELECTRICAL DEMOLITION
SHEET NOTES:

1. ALL EXISTING EQUIPMENT, DEVICES, CONDUIT AND WIRING, ETC., SHOWN ON

PLANS ARE BASED ON AVAILABLE EXISTING DRAWINGS AND LIMITED SITE SURVEYS, AND SHOWN FOR CLARITY ONLY.

KEYED NOTES:

DISCONNECT AND REMOVE EXISTING SITE LIGHTING POLE .

EXISTING SITE LIGHTING POLE TO REMAIN. PROTECT EXISTING POLE, LIGHTS,

CONDUIT, CONDUCTORS, AND CONTROL DEVICES DURING DEMOLITION AND NEW CONSTRUCTION.

INTERCEPT AND EXTEND THE EXISTING STREET LIGHTING CIRCUIT TO

POWER THE (E) POLE LIGHTS FROM NEAREST VERIFED EXISTING

ELECTRICAL PANEL IN THE EXISTING BUILDING NOT IN THE SCOPE OF DEMO AND CONSTRUCTION WORK.

REMOVE EXISTING LIGHT POLE AND PROTECT FOR RE-USE. SEE SHEET E-102 FOR NEW LOCATION. PROTECT EXISTING POLE, LIGHTS, CONDUIT,

CONDUCTORS, AND CONTROL DEVICES DURING DEMOLITION AND NEW CONSTRUCTION.

REMOVE EXISTING CONDUIT AND CONDUCTORS BACK TO EXISTING PULL BOX.

REMOVE EXISTING CONDUIT AND CONDUCTORS TO NEW PULL BOX. SEE SHEET E-102 FOR NEW PULL BOX LOCATION.

EXISTING MANHOLE TO BE REMOVED. REMOVE EXISTING CONDUITS AND CONDUCTORS BACK TO THEIR ENTIRETY.
1234567
NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
EV-F
EV-F

EV-FEV-F

EV-FEV-F EV-F
EV-C

EV-F EV-FEV-C EV-C EV-F EV-F EV-F EV-F

NO PARKING

NO PARKING

GNI DAOL
CP 6'0"
CP 6'6"
CP 9'0"
PP
8"PP 4'0"
PP 4'4"
8"PP 3'6"
8"PP 3'8"
PP 3'8" PP 2'7"
8"PP 4'0" SS
SS SS
SLB
SLB
MAIN
ST
PRIMARY CIR.

PR MI ARY CIR.

I
I
w
G
G
MH
I I
I
I
I
II
I
I
I
I
I I
MH
MH
I I
I I I
I
MH
MH
E
I
MH
I
I
I
G
I
I
w
I
I
I

XFMR 'TEV'PEDESTAL 'EV'
(E) 277/480V, 3-PHASE 25KW GENERATOR
1 3
5 2

BATTERY

STORAGE

SYSTEM WITH

INVERTER
3 1" C.O., 2#8+1#8GND+ (3) 1" C.O. PROVISION FOR POWER EV - 1,3,5,7 1,3,5,7
EV - 2,4 1"C.O., 2#8+1#8GND + (2) 1"C.O. PROVISION FOR POWER 2,4
#2
SOLAR

DICONNECTMTS (MANUAL

TRANSFER

SWITCH)
6 'R'- 42
MSB AB
4 'MSB AB' SERVICE FEEDER

PANEL FEEDER 'EV'
#10
7 3
3 3
3 3
(2) 1"C.O., PROVISION FOR POWER
(2) 1"C.O., PROVISION FOR POWER

TO PANEL 'EV'
1"C.O., PROVISION FOR POWER
(3) 1"C.O., PROVISION FOR POWER
(2) 1"C.O., PROVISION FOR POWER
1"C.O., PROVISION FOR POWER
1"C.O., PROVISION FOR POWER
8 7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERS engineering
E17247
EXP. 6/30/26
T EE

AL I FORN I A
F C O
TATS

R I CA L
EC
L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON STROSEVILLE, CA 95768DATE:

JOB NUMBER:

SHEET TITLEDRAWN BY:

PROJECT OWNER & TITLESHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
2/13/2025 3:46:41 PM C:\Users\jmoberly\Documents\23.020 Dry Creek WWTP MEP_r22_jmoberly.rvt E-101

SITE PLAN -ELECTRICALDCWWTP OPERATIONSAND LAB BLDG
4/24/18
Author 210015.01
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP 1 1/16" = 1'-0"

CONSTRUCTION DOCUMENTS SITE PLAN - ELECTRICAL
N
SHEET NOTES:

1. LOCATE CONDUIT STUBS WITHIN 5 FEET OF BUILDING.2. REFER TO ONE LINE DIAGRAM E-401 AND ONE LINE DIAGRAM - SOLAR
E-402
FOR FEEDER CONDUIT AND CONDUCTOR SIZES.

3. PV INVERTERS SHALL BE LISTED AND LABELED WITH UL1741, AND SYSTEMS CONNECTED TO UTILITY GRID SHALL USE INVERTERS LISTED FOR UTILITY INTERACTION PER CBC3111.3.1 EQUIPMENT.

4. PROVIDE CONDUIT MINIMUM 1" SIZE FOR SITE WORK.5. PROVIDE TRENCH PLATES FOR ANY TRENCH WORK CROSSING DRIVE AISLES.

KEYED NOTES:PROVIDE TWO(2) OPCONNECT TYPE HCS-40R OR EQUAL ELECTRIC VEHICLE CHARGERS ON DUAL MOUNT PEDESTAL.PROVIDE ONE(1) OPCONNECT TYPE HCS-40R OR EQUAL ELECTRIC VEHICLE CHARGER ON SINGLE MOUNT PEDESTAL.PROVIDE CHRISTY N09 UNDERGROUND PULL BOX IN CONCRETE WALK WITH CONCRETE AND LOCK BOLTS LABELED 'ELECTRICAL' FOR FUTURE EV CHARGING STATION . TYPICAL FOR (7) LOCATIONS.RISE UP IN WALL TO THE PULL BOX ON ROOF. SEE SHEETS E-205 AND
E-402
FOR REFERENCE. PROVIDE CHRISTY N09 UNDERGROUND PULL BOX FOR WATER FEATURE. COORDINATE POWER CONNECTION AND CONTROLS REQUIREMENTS WITH SHOP DRAWINGS. COORDINATE LOCATION WITH LANDSCAPE. ELECTRIC VEHICLE CHARGING PEDESTAL 'EV'. REFER TO EV PEDESTAL DETAIL 1/E-605.PROVIDE THE FOLLOWING FEEDERS AND CIRCUITS.a. STANDBY POWER FEEDERS PER ONE LINE DIAGRAM.b. (1) 1"C., W/ BATTERY CHARGER CIRCUIT: LR-29 2#10 + 1#10 GND. BLOCK HEATER CIRCUIT: LR-31 2#10 + 1#10 GND. EPO CIRCUIT 2#12 AND 4#12 SPARE.COORDINATE ACTUAL LOCATION OF PULL BOX IN FIELD, PRIOR TO ROUGH-IN, TO AVOID IMPACT TO EXISTING TREES. 12345678
NO. DATE DESCRIPTION

BID SET (PRELIMINARY)

CONSTRUCTION DOCUMENTS
EV-F
EV-F
EV-F
EV-F

EV-F EV-F EV-F
EV-C

EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F

NO PARKING

NO PARKING

LOADING
CP 6'0"
CP 6'6"
CP 9'0"
PP
8"PP 4'0"
PP 4'4"
8"PP 3'6" 8"PP 3'8"
PP 3'8" PP 2'7"
8"PP 4'0"
8"PP 6'8"

EMPTY C NOT LO

EMPTY CONDUITS NOT LOCATED
SS
SS SS
SLB
SLB
SLB
SLB MAIN ST.

PRIMARY CIR.

PRIMARY CIR.

MAIN ST.

MAIN ST.
2 4
10 13
16 I
I
w
G
G
MH
I
I
I
I
IIIII
I
I
I
I
MH
I
I
I
I
wM
I
I
MH
I
I
I
I
I
I
MH
MH
E
I
MH
I
I
I
G
E
I
I
MH
w
I
I
I
E
SP
SP
SP
SP

PNL 'LR'
SP
SP
2 SP SP SP
1 PNL 'LCP'
SP
SP
(E)
(RR)
(RR)
1 'LR'- 8,10,12,14
8,10
8,10 8,10
8,10
8,10 8,10
8,10
8,10
12,14
'LR'- 4,6
12,14
12,14
2 #10 +1 #10
3 1
4 (E)
3 4
4 4
1 4
4 #10
+1 #10
2 #10 +1 #10
2 #10
+1 #10
2 #10
+1 #10
2 #10
+1 #10
2 #10
+1 #10
2 #10
+1 #10 2 #10
+1 #10
#10
#10
2 #10
+1 #10 2 #10
+1 #10
4 #10
+1 #10
4 #10
+1 #10
2 #10
+1 #10
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24 T E EAL I FORN I A F C O TATS R I CA L EC L E R.

O
G
O
RO
F
P

ED RETSI GER
S
S
I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:17:46 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-102

SITE PLAN -

LIGHTING

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
N
SHEET NOTES:

1. 2.

3. 4.

5. EACH EXTERIOR LIGHT FIXTURE TO BE CONTROLLED BY WATTSTOPPER DAYLIGHT SENSOR. NO SUBSTITUTION IS ALLOWED.

EACH LIGHT FIXTURE TO BE CONTROLLED BY WATTSTOPPER OCCUPANCY SENSOR. POLE MOUNTED FIXTURES ARE SPECIFIED WITH INTERNAL OCCUPANCY SENSORS. OTHER EXTERIOR LIGHT FIXTURES, NOT SHOWN ON PLAN, REQUIRE EXTERNAL SENSORS TO BE FIELD ADDED. NO SUBSTITUTION IS ALLOWED.

PROVIDE CONDUIT MINIMUM 1" SIZE FOR SITE WORK.

SEE LUMINAIRE SCHEDULE ON SHEET E-002 FOR LIGHT FIXTURE TYPES.

ALL EXISTING EQUIPMENT, DEVICES, CONDUIT AND WIRING, ETC., SHOWN ON

PLANS ARE BASED ON AVAILABLE EXISTING DRAWINGS AND LIMITED SITE SURVEYS, AND SHOWN FOR CLARITY ONLY.
1 1/16" = 1'-0"

SITE PLAN - LIGHTING
KEYED NOTES:

PROVIDE CHRISTY N09 UNDERGROUND PULL BOX IN CONCRETE WALK.

PROVIDE WITH CONCRETE LID AND LOCK BOLTS. COORDINATE EXACT LOCATION IN FIELD PRIOR TO ROUGH-IN.

EXISTING LIGHT POLE. DISCONNECT TEMPORARY CIRCUIT AND CONNECT TO NEW CIRCUIT AFTER COMPLETION OF CONSTRACTION WORK. SEE PANEL SCHEDULE ON SHEET E-501 FOR REFERENCE.

EXISTING LIGHT POLE IN NEW LOCATION. PROVIDE POLE BASE PER POLE BASE DETAIL 5/E-602.

CONNECT EXISTING CONDUCTORS INTO NEW LIGHTING CIRCUIT IN NEW PULL BOX.
1234
NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Parking Lot North 2.5 fc 8.7 fc 1.1 fc 7.9:1 2.3:1
Walkway East 2.8 fc 4.0 fc 1.0 fc 4.0:1 2.8:1
Walkways 2.7 fc 18.2 fc 0.5 fc 36.4:1 5.4:1
Parking 2.7 fc 5.5 fc 1.0 fc 5.5:1 2.7:1

0.7 0.6

0.5 0.8

1.8 2.1

0.5 0.5

0.8 1.0

2.0 2.4

0.5 0.6

1.5 1.7

2.3 2.6

0.6 0.7

2.6 2.6

2.5 2.7

0.7 0.9

3.8 3.7

2.6 2.6

2.6 3.6

4.1 4.5

4.7 4.6

4.1 3.4

2.8 2.3

1.9 1.6

0.7 0.9

1.2 1.5

1.9 2.4

2.8 3.6

4.7 7.2

6.4 4.3

3.5 3.0

2.6 2.4

2.4 3.7

4.3 4.8

5.0 4.9

4.3 3.6

2.9 2.3

1.9 1.6

0.7 0.9

2.1 2.1

3.4 3.8

2.2 1.8

0.6 0.8

1.8 1.8

2.9 3.2

1.9 1.7

0.6 0.8

1.5 1.5

2.5 2.6

1.7 1.5

0.7 1.0

1.3 1.4

2.2 2.2

1.5 1.3

1.1 1.4

1.3 1.4

1.9 1.9

1.3 1.2

1.5 2.0

1.3 1.4

1.7 1.6

1.1 1.0

2.0 2.6

1.3 1.4

1.6 1.4

0.9 0.9

2.5 3.2

1.3 1.4

1.3 1.1

0.8 0.7

2.8 3.7

1.4 1.5

1.1 0.9

0.6 0.6

2.6 3.4

1.5 1.7

1.0 0.7

0.5 0.5

2.1 2.8

1.7 2.0

1.1 0.8

0.6 0.6

1.7 2.2

2.0 2.4

1.3 1.1

0.9 0.8

1.3 1.6

2.2 2.7

1.6 1.4

1.3 1.2

1.2 1.2

1.3 1.4

1.5 1.5

1.5 1.3

1.2 1.1

1.2 1.0

1.0 0.9

0.8 0.8

0.9 0.9

1.0 1.0

1.1 1.3

1.4 2.4

2.8 1.9

1.7 1.6

1.5 1.6

1.6 1.9

2.4 3.0

3.3 3.1

2.7 2.5

2.5 2.5

2.5 2.3

2.2 2.1

2.1 2.2

2.3 2.3

2.2 2.1

1.9 1.8

8.1 9.3

9.3 5.4

3.0 2.8

2.3 2.1

2.0 1.9

1.9 2.1

2.7 4.2

8.9 11.6

7.5 4.6

4.0 4.0

4.2 4.1

3.8 3.6

3.6 3.6

3.6 3.8

3.9 3.6

3.2 2.7

2.3 17.0

18.2 17.8

8.6 3.3

2.6 2.6

2.6 2.4

2.3 2.3

2.4 3.1

6.1 13.7

16.5 11.4

5.7 4.7

4.8 4.9

4.8 4.5

4.4 4.4

4.3 4.4

4.6 4.6

4.3 3.7

3.2 2.6

7.2 8.1

7.4 4.7

2.8 2.3

3.2 9.7

11.4 11.0

6.1 2.8

2.1 4.0

15.6 18.0

17.2 8.4

2.9 1.8

4.8 4.8

5.6 5.3

3.4 2.0

1.6 5.2

1.4 1.4

4.7 5.0

1.2 1.3

4.1 4.3

1.3 1.4

3.4 3.5

1.9 1.8

3.0 2.9

5.8 2.8

2.6 2.5

8.1 4.3

4.1 2.7

2.1 2.1

1.8 2.0

1.8 2.1

1.8 2.1

1.7 2.0

1.6 1.9

3.9 4.0

3.5 3.7

3.4 2.9

2.4 1.9

1.4 1.0

1.5 1.3

1.1 2.8

2.3 1.9

1.5 1.3

1.1 3.2

3.8 4.5

4.2 3.5

2.8 2.3

1.9 1.5

1.3 1.1

3.1 3.5

4.0 4.3

4.2 3.7

3.1 2.6

2.1 1.8

1.5 2.7

3.0 3.2

3.4 3.3

3.0 2.6

2.2 1.9

1.6 2.4

2.5 2.6

2.7 2.6

2.4 2.1

1.9 1.6

1.5 2.0

2.1 2.1

2.1 2.1

1.9 1.8

1.6 1.5

1.3 1.7

1.7 1.8

1.7 1.7

1.7 1.6

1.5 1.4

1.3 1.5

1.5 1.5

1.5 1.5

1.5 1.5

1.4 1.3

1.2 1.5

1.5 1.5

1.5 1.5

1.5 1.5

1.4 1.3

1.2 1.5

1.5 1.5

1.5 1.5

1.5 1.5

1.4 1.3

1.2 1.5

1.5 1.6

1.6 1.6

1.6 1.5

1.4 1.3

1.2 1.5

1.7 1.8

1.8 1.8

1.7 1.6

1.5 1.4

1.3 1.7

1.9 2.1

2.2 2.2

2.1 1.9

1.7 1.5

1.3 1.9

2.3 2.7

2.9 2.9

2.7 2.3

1.9 1.6

1.4 2.3

2.9 3.5

3.9 3.9

3.5 2.9

2.4 1.9

1.6 2.8

3.7 4.7

5.4 5.4

4.7 3.8

2.9 2.2

1.8 3.3

4.5 6.1

7.1 6.9

6.0 4.7

3.4 2.4

1.9 8.3

7.9 6.9

5.4 3.8

2.6 2.0

3.8 5.6

7.7 8.7

8.4 7.3

5.5 3.8

2.6 2.0

3.5 5.2

7.1 7.9

7.7 6.7

5.1 3.5

2.4 1.8

3.0 4.1

5.6 6.5

6.2 5.4

4.2 3.0

2.1 1.7

2.4 3.2

4.3 5.1

4.8 4.3

3.4 2.5

1.8 1.5

2.0 2.6

3.3 3.7

3.7 3.3

2.7 2.0

1.6 1.3

1.7 2.1

2.4 2.7

2.8 2.5

2.1 1.7

1.4 1.2

1.5 1.7

2.1 2.1

2.0 1.7

1.5 1.3

1.1 1.7

1.7 1.6

1.5 1.3

1.2 1.1

1.3 1.4

1.4 1.5

1.5 1.4

1.3 1.3

1.2 1.1

1.4 1.4

1.4 1.4

1.4 1.4

1.3 1.3

1.2 1.1

1.6 1.5

1.5 1.5

1.4 1.4

1.4 1.3

1.2 1.1

2.0 1.7

1.7 1.6

1.6 1.6

1.5 1.4

1.3 1.2

2.1 1.9

1.9 1.9

1.9 1.9

1.8 1.6

1.5 1.3

2.1 2.1

2.3 2.4

2.4 2.3

2.1 1.9

1.7 1.5

2.2 2.5

2.8 3.1

3.2 3.0

2.6 2.3

2.0 1.7

3.9 4.1

3.8 3.3

2.7 2.2

1.9 4.8

4.4 3.8

3.1 2.5

2.0 4.9

4.5 3.8

3.1 2.5

2.0 4.3

4.0 3.4

2.8 2.3

1.9 3.3

3.4 3.2

2.8 2.4

2.0 1.7

1.2 1.2

1.2 1.1

1.1 1.0

1.0 1.4

1.5 1.5

1.5 1.5

1.5 1.5

1.5 1.4

1.3 1.3

1.7 1.8

1.8 1.8

1.8 1.8

1.8 1.8

1.8 1.7

1.6 2.0

2.1 2.1

2.1 2.1

2.1 2.1

2.2 2.1

2.1 2.0

1.7 1.5

1.5 1.4

1.5 1.5

1.5 1.5

1.4 1.4

1.4 1.5

1.6 1.8

1.9 2.0

2.1 2.2

2.3 2.3

2.3 2.3

2.3 2.4

2.4 2.5

2.5 2.6

2.6 2.5

2.8 2.7

2.5 2.2

2.0 1.8

1.6 1.6

1.6 1.6

1.7 1.6

1.6 1.5

1.6 1.7

1.9 2.1

2.4 2.6

2.7 2.7

2.7 2.7

2.6 2.6

2.6 2.6

2.7 2.8

3.0 3.1

3.2 3.3

3.7 3.6

3.3 2.8

2.4 2.1

1.8 1.7

1.7 1.8

1.8 1.8

1.7 1.7

1.8 2.0

2.3 2.6

3.0 3.3

3.5 3.3

3.2 3.0

2.9 2.9

2.8 2.9

3.0 3.2

3.5 3.7

4.0 4.1

4.7 4.6

4.1 3.4

2.8 2.4

2.1 1.9

1.9 1.9

1.9 1.9

1.8 1.9

2.0 2.3

2.7 3.2

3.8 4.2

4.4 4.1

3.8 3.4

3.2 3.1

3.0 3.1

3.2 3.5

3.8 4.2

4.7 4.9

5.4 5.2

4.6 4.0

3.3 2.8

2.4 2.2

2.1 2.2

2.2 2.1

2.0 2.0

2.2 2.5

3.0 3.6

4.3 4.8

5.0 4.6

4.2 3.7

3.4 3.2

3.1 3.1

3.3 3.5

3.9 4.3

4.8 5.0

4.2 5.0

5.4 5.3

4.8 4.1

3.5 3.0

2.7 2.5

2.4 2.4

2.4 2.3

2.2 2.2

2.3 2.6

3.0 3.6

4.3 4.8

5.0 4.6

4.2 3.7

3.4 3.2

3.1 3.1

3.2 3.3

3.6 4.0

4.3 4.5

3.9 4.4

4.8 4.8

4.4 3.9

3.5 3.1

2.9 2.7

2.6 2.6

2.6 2.5

2.4 2.4

2.4 2.5

2.8 3.3

3.8 4.2

4.3 4.1

3.8 3.5

3.2 3.1

3.0 2.9

3.0 3.1

3.2 3.3

3.5 3.6

3.4 3.8

4.1 4.1

4.0 3.7

3.4 3.2

3.0 2.9

2.8 2.8

2.8 2.7

2.6 2.5

2.4 2.5

2.6 2.8

3.1 3.4

3.5 3.4

3.3 3.1

3.0 2.9

2.8 2.8

2.8 2.8

2.8 2.8

2.8 2.8

3.1 3.4

3.6 3.7

3.7 3.6

3.4 3.3

3.2 3.1

3.0 3.0

3.0 2.9

2.8 2.7

2.6 2.5

2.5 2.6

2.7 2.9

2.9 3.0

3.0 2.9

2.9 2.8

2.7 2.7

2.6 2.5

2.5 2.4

2.3 2.2

1.8 2.1

2.4 2.6

2.9 3.2

3.4 3.5

3.7 3.7

3.7 3.6

3.4 3.3

3.2 3.2

3.1 3.1

3.0 2.8

2.7 2.6

2.6 2.5

2.6 2.6

2.7 2.8

2.8 2.8

2.8 2.7

2.6 2.5

2.5 2.4

2.2 2.1

2.0 1.8

1.7 2.0

2.3 2.5

2.8 3.0

3.3 3.6

3.9 4.1

4.2 4.1

3.9 3.7

3.5 3.4

3.3 3.2

3.1 3.0

2.8 2.7

2.6 2.6

2.6 2.6

2.6 2.7

2.7 2.7

2.7 2.6

2.5 2.4

2.3 2.2

2.0 1.8

1.7 1.5

1.3 1.6

1.9 2.2

2.4 2.7

3.0 3.3

3.8 4.3

4.7 4.9

4.7 4.4

4.1 3.7

3.5 3.4

3.3 3.1

3.0 2.9

2.7 2.6

2.6 2.5

2.5 2.6

2.6 2.6

2.6 2.5

2.5 2.4

2.3 2.2

2.0 1.8

1.6 1.4

1.2 1.1

1.4 1.7

2.0 2.3

2.5 2.9

3.3 3.9

4.6 5.2

5.4 5.4

4.9 4.4

3.9 3.6

3.4 3.2

3.1 3.0

2.9 2.7

2.6 2.6

2.6 2.5

2.5 2.5

2.5 2.4

2.4 2.3

2.2 2.1

5.5 5.0

4.4 3.9

3.5 3.3

3.1 2.8

2.7 2.7

2.6 2.6

2.6 2.5

2.5 2.4

2.3 2.2

2.1 1.9

1.8 4.7

4.4 3.9

3.5 3.3

3.1 2.8

2.8 2.8

2.9 2.9

2.7 2.5

2.4 2.2

2.0 1.9

1.7 1.6

3.7 3.5

3.3 3.1

2.9 2.9

3.0 3.1

3.3 3.4

3.4 3.2

2.9 2.5

2.2 2.0

1.8 1.6

1.4 2.8

2.7 2.6

2.6 2.6

2.7 3.2

3.6 4.0

4.2 4.2

3.9 3.4

2.8 2.4

2.0 1.8

1.5 1.3

2.2 2.2

2.2 2.3

2.4 2.5

1.8 1.8

1.9 2.1

2.2 2.4

2.5 2.6

2.8 3.0

1.6 1.7

1.8 2.0

2.2 2.3

2.4 2.5

2.6 2.8

1.5 1.6

1.8 2.0

2.2 2.3

2.3 2.4

2.5 2.5

1.5 1.6

1.8 2.0

2.1 2.2

2.3 2.3

2.3 2.3

1.3 1.4

1.4 1.5

1.5 1.6

1.8 1.9

2.1 2.1

2.1 2.2

2.2 2.1

1.3 1.4

1.5 1.5

1.6 1.7

1.8 1.9

2.0 2.0

2.0 2.0

2.0 2.0

1.4 1.5

1.6 1.7

1.8 1.8

1.9 1.9

1.9 2.0

1.9 1.9

1.9 1.8

1.6 1.8

1.9 2.1

2.1 2.1

2.1 2.0

2.0 1.9

1.9 1.8

1.8 1.7

1.9 2.1

2.4 2.6

2.7 2.6

2.4 2.3

2.1 2.0

1.9 1.8

1.7 1.5

2.2 2.6

3.0 3.4

3.5 3.3

3.0 2.6

2.3 2.1

2.0 1.8

1.6 1.4

2.6 3.1

3.8 4.3

4.4 4.1

3.6 3.1

2.6 2.3

2.1 1.9

1.7 1.4

5.0 4.7

4.1 3.5

2.9 2.5

2.2 5.0

4.7 4.1

3.5 3.1

2.7 2.4

2.5 3.1

3.7 4.2

4.4 4.2

3.8 3.4

3.0 2.7

2.5 2.3

2.2 2.0

2.2 2.6

3.0 3.4

3.6 3.5

3.4 3.1

2.9 2.7

2.5 2.4

2.4 2.3

1.9 2.2

2.6 2.9

3.0 3.1

3.0 2.9

2.8 2.7

2.6 2.5

2.5 2.5

1.8 2.0

2.3 2.5

2.7 2.8

2.9 2.8

2.8 2.7

2.7 2.7

2.7 2.7

1.7 1.9

2.1 2.3

2.5 2.7

2.8 2.8

2.8 2.8

2.8 2.8

3.0 3.1

3.3 1.6

1.8 2.0

2.1 2.3

2.5 2.7

2.8 2.9

2.9 3.0

3.1 3.3

3.6 3.9

1.6 1.8

1.9 2.0

2.2 2.4

2.7 2.8

2.9 3.0

3.1 3.2

3.5 4.0

4.5 1.6

1.7 1.8

1.9 2.1

2.3 2.6

2.8 2.9

3.0 3.1

3.3 3.6

4.1 4.6

1.5 1.6

1.7 1.8

2.0 2.3

2.5 2.7

2.9 3.0

3.1 3.2

3.5 3.9

4.3 1.6

1.7 1.8

2.0 2.2

2.4 2.6

2.8 2.9

2.9 3.0

3.1 3.3

3.5 3.7

1.7 1.9

2.1 2.4

2.6 2.8

2.9 3.0

3.0 2.9

2.9 3.0

3.0 3.1

3.2 1.9

2.3 2.6

3.0 3.3

3.4 3.4

3.3 3.2

3.0 2.9

2.8 2.8

2.8 2.8

2.2 2.7

3.3 3.8

4.1 4.3

4.1 3.8

3.4 3.1

2.9 2.4

3.0 3.7

4.4 4.9

5.0 4.7

4.1 3.5

3.1 5.2

5.1 4.7

4.0 3.4

3.0 4.5

4.1 3.6

3.1 2.7

3.6 3.3

3.0 2.6

2.3 2.7

2.6 2.4

2.1 1.9

2.0 2.0

1.9 1.7

1.6 1.6

1.6 1.5

1.4 1.3
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
(E)
(RR)
(RR)
8,10
F1E F1E
F1E F1E
B1E
B1E
B1E
B1E
I
I
I
I
IIIII
I
I
I
I
I
I
I
I
wM
I
I
I
I
I
I
I
I
I
I
I
I
I
E
E
MH
MH
MH
MH
MH
MH
SLB
SLB
SS

LOADING

NO PARKING

NO PARKING
SWE
SWE
SWE
SW
SW
(E)

PNL 'LR'

PNL 'LCP'

EV-CEV-C EV-F EV-F EV-F EV-F EV-F EV-F
EV-C
EV-F
EV-F
EV-F
EV-F

EV-F EV-F EV-F EV-F
EV-F
EV-F
EV-F

EV-F EV-F EV-F
10 13
MAIN ST.

PRIMARY CIR.
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24 T E EAL I FORN I A F C O TATS R I CA L EC L E R.

O
G
O
RO
F
P

ED RETSI GER
S
S
I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:17:49 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-103

SITE PLAN -

LIGHTING

PHOTOMETRICS

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
N
1 3/4" = 1'-0"

SITE PLAN - LIGHTIG PHOTOMETRICS
NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
D
W
EV-C

NOPARKING
J
JJJ
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
J
J
J
JJ
WAP
WAP

WAP WAP
WAP
WAP
WAP
WAP
J
PC
PCPC
PC
J
PC
J
J
J
CR
CR
CR
CR
CR
CR
CR
CR
CR
J
J
J
J
A A.5 B C E F
1 2
45 1011
131

BUNK ROOM
130

BUNK ROOM
128
BUNK ROOM 127

BUNK ROOM
126

BUNK ROOM
125
CONTROL ROOM 2
118

CORRIDOR
135

FIRE RISER
134

ELECTRICAL
133
MDF
123

MEN'S LOCKER RM
124

LAUNDRY
122

WOMEN'S LOCKER RM
113

WORK ROOM
136

EQUIPMENT ROOM
112

LABORATORY
111
OFFICE
114
OFFICE
115
OFFICE
116
RECORDS 117

STORAGE
121

JANITOR
118

CORRIDOR
108

OPEN OFFICE
120

RESTROOM
119

RESTROOM
109

KITCHEN
107

CONFERENCE ROOM
106
CONTROL ROOM 1
105
OFFICE
104
OFFICE
103
OFFICE 101

RECEPTION
102

CONFERENCE ROOM

A A A A
A A
A
AA
A
A
+26"
A
A
A A
A A
+42" +60"
A A A
AA
A
+48" +48" +48"
A A
'R'- 8
'R'- 12
'R'- 20
'R'- 18
'R'- 16
'R'- 14
'R'- 10
'R'- 23
'R'- 33,35 'R'- 37
E-201
2 132

MECHANICAL
+54"
+48"
+72"
E-301
1 +48"
'LR'- 24
'LR'- 28,30
WP
WP
WP
WP
WP
3 6789
A
A
A
A
A MTS (MANUAL +36 +36

TRANSFER

SWITCH)
AAA
A
AA
A
AA
A
A
3 A
AAAAA
AA A
AA
TCP
FACU
E-301
2 'LR'- 16
'LR'- 27
+48"
'R'- 30
2 A
A
+48"
A
'R'- 2,4,6
11 129

BUNK ROOM
'LR'- 21,23,25 'LR'- 11,13
11 11 11
19 'R'- 13,15,36
110
OFFICE
'R'- 11,21
'R'- 34
'R'- 32
13 13
13 13
15 15
15 15
11 11
34 11
34 32
A
'R'- 29
29 29
29 1
1 'R'- 17,19,25
'R'- 28,38
8 13
36 36
15 'R'- 27,31
33 33
33 33
33 35 35
35 35
35 13
13 13 13
15 15
15 15 17
17 19 17
19 21 19
21 21
23 23
25 23
25 25
25 31 31
31 31
31 27
27 27
27 27
31 25
25 25
17 17 17 17
6 2 2 2
6 6
4 4 4 4
28 38
28 28
28 38
12 9
22 20
20 18
18 18
18 7

PNL 'LR'

PNL 'MH'

PNL 'R'PNL 'ML'
PNL 'LP1'PNL 'LP2'
'LR'- 15,17,19
'R'-22,40
22 40
22 40
22 'R'- 26'R'- 24
137

BREAK ROOM
139

CORRIDOR
140

CORRIDOR
9 M
10 11
11 11
10 M
M
10 M
10 M
12 2"C.O., TYP.
12 13
14 'R'- 41
16 18
17 'LR'- 20,22
20 20
29 28 +26"
A
45 134

ELECTRICAL
XFMR 'TLP1' XFMR 'TLR'

MSB ABSOLAR DISCONNECT

XFMR 'TM'
XFMR 'TLP2'

XFMR 'TMDF'

REMOTE RAPID SHUTDOWN & EMERGENCY STOP PV INVERTER

MASTER GND BAR
4 6
5 PNL 'LR'

PNL 'MH'

PNL 'LCP'

EPO REMOTE GENERATOR STOP
19 7750 College Town Dr, Ste. 101Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERS engineering
E17247
EXP. 6/30/26
T EE

AL I FORN I A F C O TATS R I CA L EC L E
R. O
G O
ROF P

ED RETS
I
GE
R

SS I ONAL
ENG I
N
E
E
R

I N N ROMA

23.020
311 VERNON STROSEVILLE, CA 95768DATE:

JOB NUMBER:

SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
2/13/2025 3:46:46 PM C:\Users\jmoberly\Documents\23.020 Dry Creek WWTP MEP_r22_jmoberly.rvt E-201

FLOOR PLAN -POWER & SIGNALDCWWTP OPERATIONSAND LAB BLDG 4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP CONSTRUCTION DOCUMENTS 1 FLOOR PLAN - POWER & SIGNAL 1/8" = 1'-0" N PROVIDE FOR AND CONNECT TO MOTORIZED BLINDS. COORDINATE EXACT LOCATION IN FIELD PRIOR TO ROUGH-IN. PROVIDE EMPTY OUTLET BOX FOR FUTURE MOTORIZED BLINDS. COORDINATE LOCATION USING OUTLET BOX INSTALLED FOR OTHER BLINDS FOR REFERENCE.SWITCH FOR MOTORIZED BLINDS. PROVIDE WIRING BETWEEN SWITCH AND BLINDS PER MANUFACTURER'S REQUIREMENTS.PROVIDE REMOTE EMERGENCY POWER OFF (EPO) BUTTON FORGENERATOR. PROVIDE AND PLACE ABOVE THE EPO A WARNING SIGN INDICATING EMERGENCY GENERATOR SHUTOFF. 16 2 1/4" = 1'-0" ENLARGED FLOOR PLAN - ELECTRICAL ROOM SHEET NOTES:

1. SEE ONE LINE DIAGRAM ON SHEET E401 FOR REFERENCE.2. SEE PANEL SCHEDULES ON SHEETS E501 AND E502 FOR REFERENCE.3. GFCI RECEPTACLES NEED TO BE ACCESSIBLE FOR RESETTING.4. PROVIDE A PERMANENT PLAQUE PER CEC705.10, IDENTIFICATION OF POWER SOURCES. MARKINGS SHALL COMPLY WITH CEC 110.21(B). LOCATE ON DESIGNATED WALL IN THE ELECTRICAL ROOM.

5. ALL RECEPTACLES IN BUNK ROOMS SHALL BE AFCI LISTED.

CLEAR ZONE TYP.
10 13
KEYED NOTES:

PROVIDE DEDICATED CIRCUITS FOR MICROWAVES. PROVIDE 1"CONDUIT FROM FLOOR BOX UNDER FLOOR TO NEAREST WALL AND RISE IN WALL AND STUB IN ACCESSIBLE CEILING SPACE. TYPICAL.PROVIDE RECESSED 2-GANG FLOOR BOX HUBBEL #GFB2G25R WITH (2) 1 INCH KO TRADE FOR POWER, (2) 2 INCH KO TRADE FOR DATA AND COVER #24GTCVR. COORDINATE COVER FINISH WITH ARCHITECT PRIOR TO ORDERING. TYPICAL OF (6) LOCATIONS.PROVIDE REMOTE RAPID SHUTDOWN BUTTON AND EMERGENCY STOP FOR PV INVERTER. SEE DETAILS AND SIGNAGE REQUIREMENTS ON SHEET E402.TRANSFORMERS STACKED ON RACK PER DETAIL 7/E601. TRANSFORMER 'TLP1' BELOW 'TMH'. TRANSFORMERS STACKED ON RACK PER DETAIL 8/E601. TRANSFORMER 'TLP2' BELOW 'TMDF'. DRYER RECEPTACLE VOLTAGE AND STYLE TO BE DETERMINED ON SELECTION OF EQUIPMENT.UNDERCOUNTER RECEPTACLE WIRED VIA SWITCH FOR GARBAGE DISPOSAL.PROVIDE POWER AND DATA RECEPTACLES FOR TV. COORDINATE EXACT LOCATIONS WITH ARCITECTURAL DROWINGS PRIOR TO INSTALLATION. TYPICAL OF (6) LOCATIONS.PROVIDE 1"C.O. FROM STORE FRONT MULLION INTO ACCESSIBLE CEILING SPACE ON SECURED SIDE OF DOORWAY.PROVIDE 1"C.O. FROM OUTLET BOX INTO ACCESSIBLE CEILING SPACE ON SECURED SIDE OF DOORWAY.PROVIDE 2"C.O. DATA FROM FLOOR BOX TO ACCESSIBLE CEILING SPACE.PROVIDE 1-1/4"C.O. FROM OUTLET BOX TO ACCESSIBLE CEILING SPACE. TYPICAL FROM EACH DATA, TELEPHONE AND TELEPHONE/DATA OUTLET BOX.PROVIDE OUTLET BOX FLUSH IN WALL, ADJACENT TO CARD READER OUTLET BOX, FOR AUTOMATIC DOOR OPENER PUSH BUTTON.LOCATE FOR AND CONNECT TO DOOR ACTUATOR. COORDINATE EXACT LOCATION IN FIELD PRIOR TO ROUGH-IN. 123456789
101112131415
3/4"C.O.
1718
1 19
NO. DATE DESCRIPTION
1 08/28/2024 PC Comments

BID SET (PRELIMINARY)

CONSTRUCTION DOCUMENTS
DW
V-F
EV-F
EV-F
EV-F
EV-C

EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F

NO PARKING

LOADING
J
J J
J
J
J
A A.5 B C E F
1 2
4 5
10 11
3 6
7 8
9 125
CONTROL ROOM 2
118

CORRIDOR
135

FIRE RISER
134

ELECTRICAL
133
MDF
123

MEN'S LOCKER RM
122

WOMEN'S LOCKER RM
136

EQUIPMENT ROOM
112

LABORATORY
116
RECORDS 117

STORAGE
121

JANITOR
118

CORRIDOR
108

OPEN OFFICE
120

RESTROOM
119

RESTROOM
109

KITCHEN
106
CONTROL ROOM 1
101

RECEPTION
102

CONFERENCE ROOM
FC
1A
FC
2A
FC
1D IEF
1 FC
3B
FC
4B
FC
1B
FC
5B FC
1E
FC
6B
FC
7B
FC
9B
IEF
2 FC
3A

PNL 'MH'
EWH
1 FC
8B
FC
10B
'ML'- 15,17
'ML'- 1 PNL 'ML'
'ML'- 10,12
'ML'- 11,13
'ML'- 6,8
M
M
M
M
M
M
M
M
M
M
M
M
M
EH
1 IEF
3 DFC
1F
'ML'- 7,9
132

MECHANICAL
IEF
4 M
FROM 'HP-1D'

UNIT ON THE
ROOF
M
M
TO 'HP-1E' UNIT

ON THE ROOF
M
M
BCC
1 'ML'- 2,4
CRAC
1 IEF
5 M CEF
1 M
M
FROM 'HP-2H' UNIT

ON THE ROOF
FROM 'HP-1H' UNIT

ON THE ROOF
DFC
1H
M
DFC
2H
'ML'- 5
'ML'- 3
'MH'- 26,28,30
FROM 'HP-1G' UNIT ON

THE ROOF
DFC
1G
#8
#14
#14
#14
VFD
2 VFD
1 'MH'- 31,33,35
#14
#14
'ML'- 27,29,31 'ML'- 33,35,37
'ML'- 38
DIWP
1 VAC
1 LAC
1 DI
1 'ML'- 39,41
FROM 'HP-1F' UNIT

ON THE ROOF
M
FC
2B
M
'MH'- 25,27,29 7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:18:03 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-202

FLOOR PLAN -
POWER

MECHANICAL

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 1/8" = 1'-0"

FLOOR PLAN - POWER MECHANICAL
KEYED NOTES:

PROVIDE FUSED DISCONNECT SWITCH FOR CIR. PUMP.

PROVIDE J-BOX FOR ELECTRIC HEATER.

PROVIDE FUSED DISCONNECT SWITCH FOR WATER HEATER.
1 SHEET NOTES:

1. 2.

3. PROVIDE FUSED DISCONNECT SWITCH TO EACH MECHANICAL UNIT.

SEE ONE LINE DIAGRAM ON SHEET E-401 FOR REFERENCE.

SEE PANEL SCHEDULES ON SHEETS E-501 AND E-502 FOR REFERENCE. 2 3
NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
PH
PH
PH
PH
EV-F
EV-F
EV-F
EV-F

EV-F EV-F
EV-C

EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F

NO PARKING

NO PARKING

LOADING
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS

J J J J J J
J J
RC
RC
RC
RC
RC RC
RC
J
RC RC
J
J J
J
J
J J
RC
RC
RC
RC
OS
J J

OS J J J
OS
RC
J
J
J
RC
RC
J J
OS
OS
J
J
J
J
A A.5 B C E F
1 2
4 5
10 11
131

BUNK ROOM
130

BUNK ROOM
129

BUNK ROOM
128

BUNK ROOM
127

BUNK ROOM
126

BUNK ROOM
125
CONTROL ROOM 2
118

CORRIDOR
135

FIRE RISER
134

ELECTRICAL
133
MDF 123

MEN'S LOCKER RM
124
LAUNDRY 122

WOMEN'S LOCKER RM
113

WORK ROOM
136

EQUIPMENT ROOM
112

LABORATORY
114
OFFICE
115
OFFICE
116

RECORDS
117

STORAGE
121

JANITOR
118

CORRIDOR
108

OPEN OFFICE
120

RESTROOM
119

RESTROOM
109

KITCHEN
107

CONFERENCE ROOM
106
CONTROL ROOM 1
104
OFFICE
103
OFFICE
101

RECEPTION
102

CONFERENCE ROOM
B B B
B
B B
B
BE
B
BE
B
BE
B
B
B1 B1
B1 B1
BE
B B
B

OS OS OS OS OS OS

OS OS OS OS
OS
OS
OS
OS
OS
OS OS
OS
OS
OS
C C
B
B B
B B
OS
K
K
os
os
os
os
B
B
B
B
B1E
B1E
F
FE
F FE
FE F
DE
D
DE DE
DE D
F
F
FE
F
SWE
SW
SW
SW

PNL 'LR'
DE
A1
A1
A1 A1
A1
A2 A2
A2 A2
A2
A2

PNL 'R'
'LR'- 2
A2
K K
'LR'- 7
K
K
B1E
A3
A3E A3
A3
A3
A3 A3
A3E
A3
A3
OS
BE
A3E
A3E
A3E
A3
A2E
D
+12'- 0"
+14'- 0"
+12'- 0"
+12'- 0"
A1E
A2E
B
FE
F
F
FE

FE F FE F F FE F F FE F F

BE BE B B

B B BE B
FE
F
'R'- 1
'LR'- 3,5
'R'- 5
'LR'- 1
FE
'R'- 3
'R'- 9
F1E
F1E
F1E
H
H
G
G
G
3 6
7 8
9 BE
BE
BE
A1
D
D
A3
A3
A3
A3E
A3
A3E
A3
F
A3E
F
B
BE
B B
BE BE
B1
B
DE
1 B1E
DS
DS
DS
'R'- 7
B
SWE
+12'- 0"
A4 A4
A5E
A5
A5
A5E
A5E
A1
A1
A1
A1E
J
2 X
X
X
X
A4 A4 A4 A4 A4 A4

PRIMARY DAYLIGHTING ZONE

SECONDARY DAYLIGHTING ZONE
137

BREAK ROOM
139

CORRIDOR
140

CORRIDOR
111
OFFICE
110
OFFICE
105
OFFICE
138

EXTERIOR COVERED SPACE
132

MECHANICAL
X
X
X
X
X
SKYLIGHT DAYLIGHTING ZONE, TYP.

SW
+9'- 2"
F1E
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:18:07 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-203

FLOOR PLAN -

LIGHTING

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 1/8" = 1'-0"

FLOOR PLAN - LIGHTING
N
SHEET NOTES:

1. 2.

3. 4.

5. 6.

7. LOBBY AND CORRIDOR LIGHTING FIXTURES SHALL DIM TO 50% WHEN NO OCCUPANT DETECTED.

SEE ONE LINE DIAGRAM ON SHEET E-401 FOR REFERENCE.

SEE PANEL SCHEDULES ON SHEET E-501 FOR REFERENCE.

ONLY POWER CONDUCTORS TO LIGHT FIXTURES ARE SHOWN. PROVIDE 0-10V CONTROL WIRING TO FIXTURES AND CAT 5 CONTROL CABLING

BETWEEN LIGHTING CONTROL DEVICES PER LIGHTING CONTROL DETAILS 6/E-602 AND 9/E-602.

CONTRACTOR IS RESPONSIBLE TO PROVIDE SENSORS FOR FULL COVERAGE.

SEE LUMINAIRE SCHEDULE ON SHEET E-002 FOR LIGHT FIXTURE TYPES.

PROVIDE UNSWITCHED HOT LEG TO EMERGENCY AND EXIT LIGHT FIXTURES.

KEYED NOTES:

PROVIDE UNDERCUBINET LIGHTING FIXTURES WITN INTEGRATED
OCCUPANCY SENSOR.

EACH LIGHT FIXTURES IN THE SKYLIGHT DAYLIGHTING ZONE AND PRIMARY

AND SECONDARY DAYLIGHTING ZONES TO BE CONTROLLED BY
WATTSTOPPER DAYLIGHT SENSOR. TYPICAL OF (3) LOCATIONS.
1 2
SHEET SYMBOLS LIST:
- SHADING INDICATES PRIMARY DAYLIGHTING ZONE
- SHADING INDICATES SECONDARY DAYLIGHTING ZONE
- SHADING INDICATES SKYLIGHT DAYLIGHTING ZONE
1 NO. DATE DESCRIPTION
1 08/28/2024 PC Comments

BID SET (PRELIMINARY)
EV-F
EV-F
EV-F

EV-F EV-F EV-F
EV-C

EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F

NO PARKING

LOADING
A A.5 B C E F
1 2
4 5
10 11
HEF
3 HEF
2 HEF
1 HP
1E
VRF
B
'MH'- 1,3,5 'MH'- 7,9,11
'MH'- 19,21,23
'MH'- 14,16,18
'MH'- 20,22,24
'MH'- 8,10,12
'MH'- 49,51,53
HP
1D
HP
1F
HP
1G
HP
1H
HP
2H
'ML'- 19,21
'MDFH'- 13,15,17 3
6 7
8 9
VRF
A
ACCU
1 WP
WP
WP
WP
'ML'- 22,24
'MDFL'- 13,15
'ML'- 34,36
'ML'- 18,20
'ML'- 23,25
'ML'- 26,28
WP 'R'- 39
#4 #8 #2 #8
#2 #8
#8
#4
REF
1 'ML'- 14
1 1
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:18:08 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-204

ROOF PLAN -
POWER

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 1/8" = 1'-0"

ROOF PLAN - ELECTRICAL
N
SHEET NOTES:

1. 2.

PROVIDE FUSED DISCONNECT SWITCH TO EACH MECHANICAL UNIT.

SEE GENERAL NOTE #24 ON SHEET E-001 FOR WEATHERPROOF RECEPTACLE REQUIREMENTS.

KEYED NOTES:

MECHANICAL UNIT COMPLETE WITH FUSED DISCONNECT. SEE MECHANICAL SCHEDULE SHEET M-003. 1
NO. DATE DESCRIPTION
1 08/28/2024 PC Comments

BID SET (PRELIMINARY)
EV-F
EV-F
EV-F
EV-F

EV-F EV-F EV-F
EV-C

EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F

NO PARKING

LOADING
A A.5 B C E F
1 2
4 5
10 11
3 6
7 8
9 STRING 1A
20' - 9"
10' - 3 25/32"
20' - 9"
MIN 4'-0"
MIN 4'-0" MIN 4'-0"
10' - 3 25/32" 3' - 5 1/4"
1 2 CANADIAN
SOLAR HiKu

PHOTOVOLTAIC

PANELS (PV)
445W
3 STRING 1B STRING 2A
STRING 3A
STRING 3B
STRING 4A STRING 4B
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:18:10 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-205

ROOF PLAN -
SOLAR

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 1/8" = 1'-0"

ROOF PLAN - SOLAR N
SHEET NOTES:

1. 2.

3. 4.

5. 6.

7. REFER TO ONE LINE DIAGRAM - SOLAR ON SHEET E-402 FOR CONDUITS AND CONDUCTOR SIZES.
2MAINTAIN ACCESS TO ROOF TOP UNITS AND DISCONNECTS, DISCONNECTS AND THE POWER CONNECTION POINTS REQUIRE 30'' WIDE PATH AND 36''CLEARANCE.

MAINTAIN MIN. 4.0 FEET CLEAR FROM ROOF TOP PERIMETER.

SEE SHEET E-402 FOR PV SYSTEM SIGNAGE REQUIREMENTS.

ROOFTOP MOUNTED PHOTOVOLTAIC PANELS, MODULES, AND PANEL SYSTEMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL1703 OR WITH BOTH UL61730-1 AND UL61730-2, PER CBC 3111.3.1.

CONTRACTOR TO PROVIDE A COMPLETE AND SEPARATE SUBMITTAL WITH

SHOP DRAWINGS TO CITY OF ROSEVILLE FIRE DEPARTMENT PRIOR TO INSTALLATION. SEPARATE PERMIT REQUIRED FOR ROOF MOUNTED PHOTOVOLTAIC SYSTEMS.

MAINTAIN MINIMUM 3' FROM ALL MECHANICAL MOTORS AND FANS.

KEYED NOTES:

PROVIDE NEMA 3R 12" X 12" X 6" PULL BOX. SEE SHEET E-402 AND DETAIL 9/E-603 FOR REFERENCE.

PROVIDE 30A DC FUSED WEATHERPROOF DISCONNECT SWITCH LISTED FOR SOLAR SYSTEM USE. TYPICAL AT EACH SOLAR PANEL STRING. SEE SHEET E-402 FOR REFERENCE
PV PANELS TO BE MOUNTED WITH S-5! PVKIT 2.0 OR EQUAL. SEE DETAIL 6/E-604 FOR MOUNTING.
1 2
3 NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
J
J J J
WAP
WAP
J
J
CR
J

C EV-C EV-F EV-F EV-F EV-F EV-F EV-F LOADING
J J
J
J J
J
J
J
E F
1 2
4 'LP1'- 12,14
'LP1'- 8 'LP1'- 4 'LP1'- 1 'LP1'- 7
PNL 'LP1' PNL 'LP2'
3 'LP1'- 9,11
'LP1'- 19,21
'LP1'- 15
'LP1'- 5
'LP1'- 23,3
'LP1'- 6
'LP1'- 18
'LP1'- 20
'LP1'- 16
'LP2'- 16,18
'LP2'- 19,21
'LP2'- 5,7
'LP1'- 3
'LP2'- 1
'LP1'- 22
'LP1'- 13
'LP1'- 2

A A A A A A A
A
A
A
A
A
A
A
A A A
A
A
A
A

A A A A A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
'LP2'- 6,8,10
6 8
8 10
12 12
12 14
9 4 4 18 16 2 4
A
A
A
A
21 21
19 21
17 15 13
20 11
A
A
23 23
3 7 7 5 7 7
1 4
2 7
3 #4
#8
'LP2'- 9,12,14
'LP2'- 15,17 'LP2'- 11,13,20
'LP2'- 2,4
5 6
'LP1'- 17,25
'LP1'- 10
13 13
14 14 'LP1'- 27
15 1
A.5
4 5
3 MANUAL TRANSFER

SWITCH (MTS)
UPS1 UPS2
CRAC
1 DRH
CP
'MDFH'- 7,9,11
'MDFL'- 5

PNL 'MDFL'
'MDFL'- 7
'MDFL'- 9
'MDFL'- 1
'MDFL'- 3 TCP
FACU
'MDFL'- 11

PNL 'MDFH'
'MDFL'- 2,4,6 'MDFL'- 8,10,12
PNL 'UPS2'
ACCESS

CONTROL
PANEL
PNL 'UPS1'
'UPS2'- 1,3,5
'UPS1'- 1,3,5
'UPS2'- 2,4,6
'UPS1'- 2,4,6 11
8 10
12 #8
#8
'UPS2'- 7,9,11
'UPS1'- 7,9,11
'UPS2'- 8
'UPS1'- 8
9 7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:18:13 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-301

ENLARGED FLOOR

PLAN - POWER

AND SIGNAL

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 1/4" = 1'-0"

ENLARGED FLOOR PLAN - LABORATORY
SHEET NOTES:

1. 2.

3. 4.

SEE ONE LINE DIAGRAM ON SHEET E-401 FOR REFERENCE.

SEE PANEL SCHEDULES ON SHEETS E-501 AND E-502 FOR REFERENCE.

GFCI RECEPTACLES NEED TO BE ACCESSIBLE FOR RESETTING.

PROVIDE FUSED DISCONNECT SWITCH TO EACH MECHANICAL UNIT. 2 1/4" = 1'-0"

ENLARGED FLOOR PLAN - MDF ROOM
KEYED NOTES:

PROVIDE JUNCTION BOX FOR FUME HOOD. COORDINATE LOCATION WITH MANUFACTURE REQUIREMENTS PRIOR TO ROUGH-IN.

EQUIPMENT RECEPTACLE VOLTAGE AND STYLE TO BE DETERMINED ON SELECTION OF EQUIPMENT.

PROVIDE JUNCTION BOX FOR AUTOCLAVE. COORDINATE LOCATION WITH MANUFACTURE REQUIREMENTS PRIOR TO ROUGH-IN.

PROVIDE RECESSED 2-GANG FLOOR BOX HUBBEL #GFB2G25R WITH (1) 1/2 INCH KO TRADE FOR POWER, (1) 1 INCH KO TRADE FOR DATA AND COVER # 24GTCVR. COORDINATE COVER FINISH WITH ARCHITECT PRIOR TO ORDERING. TYPICAL OF (3) LOCATIONS.

PROVIDE WIREMOLD LEGRAND SERIES #4000 WITH DIVIDER MOUNTED TO THE SHELVING SYSTEM STATION 12" ABOVE TOP OF THE WORKSTATION.

COORDINATE EXACT LOCATION AND MOUNTING DETAILS WITH SHELVES MANUFACTURER REQUIREMENTS PRIOR TO ORDERING AND MOUNTING. SEE DETAIL 8/E-604 FOR REFERENCE. TYPICAL OF (6) LOCATIONS.

PROVIDE VERTICAL MOUNTED TO THE WORKSTATION SIDE WIREMOLD TO HORIZONTAL WIREMOLD. COORDINATE EXACT LOCATION AND MOUNTING

DETAILS WITH WORKSTATIONS MANUFACTURER REQUIREMENTS PRIOR TO ORDERING AND MOUNTING. TYPICAL OF (6) LOCATIONS.

PROVIDE 5-20P PLUG FOR LAB DISHWASHER.

PROVIDE 12" LADDER RACK. MOUNT ALONG WALLS AND OVER DATA RACKS.

COORDINATE EXACT LOCATION WITH MDF ROOM DRAWINGS PRIOR TO

ROUGH-IN
LINE FULL LENGTH OF WEST, SOUTH AND EAST WALLS WITH 3/4" VOID FREE, FIRE RATED, PLYWOOD. PAINT PLYWOOD WITH (2) COATS WHITE PAINT.

MASK FIRE RATED LABELS TO REMAIN VISIBLE AFTER PLYWOOD IS PAINTED.

PROVIDE (2) LOCKING RECEPTACLES L14-30R OR EQUAL FOR EACH SERVER RACKS. COORDINATE EXACT LOCATION WITH MDF ROOM DRAWINGS PRIOR TO ROUGH-IN. TYPICAL OF (3) LOCATION.

PROVIDE 2" BY 12" BY 1/4" GROUND BAR ON STANDOFFS IN THE MDF ROOM.

PROVIDE JUNCTION BOX FOR UPS. COORDINATE LOCATION WITH UPS MANUFACTURE REQUIREMENTS PRIOR TO ROUGH-IN. TYPICAL OF (2) LOCATIONS.

PROVIDE 2"C.O. DATA FROM FLOOR BOX TO ACCESSIBLE CEILING SPACE.

PROVIDE 1-1/4"C.O. FROM OUTLET BOX TO ACCESSIBLE CEILING SPACE.

TYPICAL FROM EACH DATA, TELEPHONE AND TELEPHONE/DATA OUTLET BOX.

LOCATE FOR AND CONNECT TO DOOR ACTUATOR. COORDINATE EXACT LOCATION IN FIELD PRIOR TO ROUGH-IN.
1 2
3 4
5 6
7 8
9 10
11 12
13 13
14 14
15 NO. DATE DESCRIPTION
1 08/28/2024 PC Comments

BID SET (PRELIMINARY)
F
M
SPD
N
G
-
-
PANEL
(E) SHOP BUILDING MAIN SWITCHBOARD
800A BUS, 480/277V, 3Ø, 4W, 65 KAIC
800/3
LG
600/3 100/3
SPARE
70/3 175/3
(E) XFMR
'XSDP1'
PFB
50/2 100/2
(E) XFMR
'XSDP2'

FD FD FD
ADMIN BLDG. MAIN SWITCHBOARD 'MSB AB'

XFMR 'TLR'
75kVA
480: 208/120V
3Ø, 4W

3.82%Z
XFMR 'TLP1'
45kVA
480: 208/120
3Ø, 4W

3.81%Z
XFMR 'TLP2'
25kVA
480: 240/120V
1Ø, 3W

3.67%Z
XFMR 'TM1'
45kVA
480: 208/120V
3Ø, 4W

3.81%Z
300/3 110/3 70/3 50/2
600/3
600A BUS, 480/277V, 3Ø, 4W, 35KAIC

XFMR 'TEV'
112.5kVA
480: 208/120V
3Ø, 4W, NEMA 3R

4.53%Z
175/3
FD
600/3
LG
100/3

XFMR 'TMDF'
15kVA
480: 208/120V
3Ø, 3W

3.54%Z
50/3
'MTS'

MANUAL TRANSFER
SWITCH.
40AMP, 480/277V,
3Ø, 4W
3-POLE

SOLID NEUTRAL
35K AIC
UPSs PROVIDED
BY OWNER.
3"C., 4#350+ 1#2 GND
1 2 3 4 5 7
100/3
6 SPARE
2"C., 4#2+ 1#8 GND
1-1/4"C., 3#2+ 1#2 GND
1-1/4"C., 3#4+ 1#2 GND
1-1/2"C., 4#1/0+ 1#2 GND
1-1/4"C., 3#4+ 1#6 GND
2"C., 4#4/0+ 1#2 GND
1-1/2"C., 4#1+ 1#2 GND
3/4"C., 2#8+ 1#6 GND2"C., 4#2+ 1#8 GND
#2
#2
1-1/2"C., 4#1/0+ 1#6 GND
1-1/4"C., 3#1+ 1#6 GND
#6 #6
#10
3/4"C., 4#8+ 1#10 GND
1"C., 4#8
+ 1#10 GND
3/4"C., 4#8+ 1#10 GND
3/4"C., 3#8+ 1#10 GND
3/4"C., 4#8+ 1#10 GND
1/2"C., 4#10+ 1#10 GND
1/2"C., 4#10+ 1#10 GND
1/2"C., 4#10+ 1#10 GND
(2) 3"C., E/W 4#350+ 1#2/0 GND

PROVIDE PLACARD AT THE MAIN

DEVICE LISTING THE AVAILABLE

FAULT CURRENT FROM THE
UTILITY. INCLUDE THE DATE
PROVIDED PER CEC 110.24.
2"C., 3#2/0+ 1#2 GND
2"C.,4#350+ 1#2 GND
#2
1/2"C., 4#10+ 1#10 GND

EATON SWBD
60/3

EVC SERVICE

PANEL 'EV'
400A BUS
208/120V, 3∅, 4W
22K AIC, NEMA 3R

DISTRIBUTION
SECTION.

REFER TO
PANEL

SCHEDULE
SHEET E-502.

MASTER

GROUND BAR
PER DETAIL 1&3/E-603
LSI

LSI LSI

SOLAR POWER

DISCONNECT
480V, 3∅, 100A
5 4
TO INVERTER.

REFER TO ONE LINE
DIAGRAM - SOLAR SHEET E-402
3 3 3
3 3
6 2 1
8 7
10 9
G
N
PANEL
'SDP3'
ELEV
(E) GEN 31 KVA;
37AMP
480V, 3PH
(E)
40/3
METER

SURGE PROTECTION DEVICE - SEE

NOTES FOR TYPE

CIRCUIT BREAKER
LUGS
'ATS' AUTOMATIC TRANSFER SWITCH

TAP BOX - SEE NOTES

DISCONNECT

FUSED DISCONNECT

NEUTRAL BUS BAR

GROUND BUS BAR

TRANSFORMER

MECHANICAL EQUIPMENT TAG

ELECTRICAL PANEL

EQUIPMENT LEGEND
MECH
PANEL
'MH'
PANEL
'LR'
LAB
PANEL
'LP1'
PANEL
'R'
LAB
PANEL
'LP2'
MECH
PANEL
'ML'
G
N
PANEL
'MDFL'
PANEL
'MDFH'
PANEL
'UPS2'
UPS1
1500W
208V
3PH
UPS2
1500W
208V
3PH
PANEL
'UPS1'
SPD
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:18:17 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-401

ONE LINE DIAGRAM

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 NONE

ONE LINE DIAGRAM
KEYED NOTES:

PROVIDE SUITABLE BREAKER CONNECTOR, HARDWARE AND DEADFRONT COVER.

CONNECT TO THE EXISTING BREAKER CONNECTOR AND HARDWARE.

CONNECT TO BUILDING GROUND BAR. SEE DETAIL 1/E-603
PROVIDE DISCONNECT SWITCH SQUARE-D #VHU363N OR EQUAL WITH VIEWING WINDOW PER UTILITY REQUIREMENTS.

PROVIDE WARNING LABEL ON SOLAR POWER DISCONNECT PER CEC 690.13(B):
"WARNING"
"ELECTRICAL SHOCK HAZARD. TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION."

PROVIDE PERMANENT WARNING SIGN AT SOLAR POWER SOURCE BREAKER PER CEC 705.12 (B)(3)(b).
"WARNING"
"SOLAR POWER SOURCE OUTPUT CONNECTION"
"DO NOT RELOCATE THIS OVERCURRENT DEVICE"
PROVIDE INTEGRAL SURGE PROTECTION DEVICE, EATON SPD SERIES 250KA OR EQUAL. PROVIDE 125KA PER MODE. PROVIDE BREAKER DISCONNECT AS SHOWN.

BOND TO (2) 3/4 DIA BY 10 FOOT GROUND RODS SPACED 10 FEET APART.

PROVIDE PAD MOUNT TESCO 24-400 METER, CT & PULL SECTION PAINTED GALVALIZED STEEL METERED SERVICE ENCLOSURE OR EQUAL. SEE DETAIL 1/E-605.

PROVIDE SCHNEIDER ELECTRIC METERING SYSTEM PER SPECIFICATION SECTION 26 27 13 ELECTRICITY METERING FOR MAINS AND DISTRIBUTION FEEDERS.

PROVIDE SWITCHBOARD WITH POWER DEFENSE BREAKERS WITH
ELECTRONIC PXR-20 TRIP UNITS.
1 2
SHEET NOTES:

1. 2.

3. ALL EXISTING EQUIPMENT, DEVICES, CONDUIT AND WIRING, ETC., SHOWN ON

PLANS ARE BASED ON AVAILABLE EXISTING DRAWINGS AND LIMITED SITE SURVEYS, AND SHOWN FOR CLARITY ONLY.

ALL CONDUCTORS SHALL BE COPPER WITH THWN-2 INSULATION, INCLUDING GROUNDS, UNLESS OTHERWISE NOTED.

SEE DETAIL 1/E-601 FOR MAIN SWITCHBOARD ELEVATION.
3 4
5 6
7 * SHORT CIRCUIT CURRENT AND AIC RATING ARE SHOWN FOR 208V PANEL 'EV' 8 9
10 1
11 11
NO. DATE DESCRIPTION
1 08/28/2024 PC Comments

BID SET (PRELIMINARY)
445W 445W
445W 445W
445W 445W
445W 445W
445W 445W
445W 445W
445W 445W
445W 445W
445W 445W
445W 445W
445W 445W
445W 445W
445W 445W
445W 445W
445W 445W
445W 445W
100/3
600 A BUS, 277/480V, 3Ø, 4W
DPH
DIST. LOADS

PER ONE LINE

DIAGRAM
PV AC

DISCONNECT
"BATTERY STORAGE SYSTEM"
MPPT
1A
1B
2A
2B
3A
3B
4A
4B
2P
2P
2P
2P
2P
2P
2P
2P
2#10 + 1#10 GND
EACH STRING, TYP.

PV MODULES

INVERTER

ELECTRICAL ROOM
ROOF
1-1/4" C., 3#2 + 1#6 GND PULL BOX
1003

ID ITEM QTY MODEL SPECIFICATIONS
A PV MODULES 96 CANADIAN SOLAR HIKU CS3W-445 445W; DIMENTIONS 83.0 X 41.3 X 1.38 IN; 53.6LBS

B RAPID SHUTDOWN
C BATTERY STORAGE SYSTEM 1 SOL-ARK L3-HVR-60 BCC 61.44KWH; 614.4V; 100A NOM.CHARGE/DISCHARGE BUILT-IN DC DISCONNECT 200A W/160A INTERNAL FUSE
D INVERTER 1 SOL-ARK 60K-3P-480V-N OUTPUT: 60KW, 277/480V, 3Ø, 4W, 72.2A MAX 1000V, 144A MAX (36A MAX PER INPUT)
E BATTERIES 12 ENDURENERGY SYSTEM ESP-5100 5.12 kWh, 48VDC 4#10 + 1#10 GND IN 1" CONDUIT
6#10 + 1#10 GND IN 1" CONDUIT

PV SYSTEM EQUIPMENT SCHEDULE
RAPID SHUTDOWN DEVICE, TYP.

SEE ONE LINE DIAGRAM

FOR CONDUIT AND
CONDUCTOR SIZE, TYP. BATTERY 1
48 VOLT DC
BATTERY 2
48 VOLT DC
BATTERY 12
48 VOLT DC
IN 1" CONDUIT
#6

X - INDICATES ID OF ITEM IN PV SYSTEM EQUIPMENT SCHEDULE NOTE: X
A
B
D
EC
STRING 1A - 9 PANELS
STRING 1B - 9 PANELS
STRING 2A - 9 PANELS
STRING 2B - 9 PANELS
STRING 3A - 9 PANELS
STRING 3B - 9 PANELS
STRING 4A - 9 PANELS
STRING 4B - 9 PANELS
2-POLE DISCONNECTS, TYP.

GGGGGGGG
----
1 1
1 2
2 2
2 2
2 2
2 2 14 1 2
3 543
6 77
8 9
10 10
10 11
12 13
13 7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24 T E EAL I FORN I A F C O TATS R I CA L EC L E R.

O
G
O
RO
F
P

ED RETSI GER
S
S
I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:18:19 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-402

ONE LINE DIAGRAM
- SOLAR

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
KEYED NOTES:

1. 2.

3. 4. ••••••
PROVIDE HOFFMAN #ASE18X18X6SSNK PULL BOX.

PROVIDE WARNING SIGNS PER CEC 690.31(G)(3)&(4) "WARNING: PHOTOVOLTAIC POWER SOURCE " WITH PERMANENT MARKING ON REFLECTIVE LABELS, CAPITALIZED LABELS, MINIMUM 3/8-INCH WHITE LETTERING ON RED BACKGROUND. SPACING OF LABELS SHALL NOT EXCEED 10 FEET. LABELS SHALL BE APPLIED TO THE FOLLOWING :

1. EXPOSED RACEWAYS, CABLE TRAYS, AND OTHER WIRING METHODS.

2. COVERS OR ENCLOSURES OF PULL BOXES AND JUNCTION BOXES.

3. CONDUIT BODIES IN WHICH ANY OF THE AVAILABLE CONDUIT OPENINGS ARE UNUSED.

PROVIDE LABELS FOR SOLAR PV SYSTEM RAPID SHUTDOWN PER CEC 690.56 (C)(1)(a). SEE CEC FIGURE 690.56 (C)(1)(A) FOR LABEL REQUIREMENTS.

PER CEC 690.56(C)(3) PROVIDE LABELS WITHIN 3 FEET OF THE RAPID SHUTDOWN SWITCH NOTING "RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM". LABELING SHALL HAVE MINIMUM 3/8 IN. HIGH WHITE LETTERING ON RED BACKGROUND. SEE DETAIL 2/E-402 FOR REFERENCE.

PROVIDE FOUR (4) SEPARATE LABELS AND A DIRECTORY WITHIN 3 FEET OF INTEGRAL BATTERY SYSTEM DISCONNECTING MEANS PER CEC 480.7 (A)(F)(G), 705.10, 705.12., 706.15 (C) WITH PERMANENT MARKING ON REFLECTIVE LABELS, CAPITALIZED LABELS, MINIMUM 3/8-INCH WHITE LETTERING ON RED BACKGROUND PER 110.21(B). SEE BELOW FOR THE REQUIRED WORDING OF EACH LABEL:
"ENERGY STORAGE SYSTEM DISCONNECT
NOMINAL ESS AC VOLTAGE: ____
MAXIMUM ESS DC VOLTAGE: _____
AVAILABLE FAULT CURRENT:_____
DATE CALCULATION PERFOMED:____"
"CAUTION: MULTIPLE SOURCES OF POWER"
"WARNING: DUAL POWER SOURCE
SECOND SOURCE IS PV SYSTEM"
"MAIN BATTERY SYSTEM DISCONNECT"
AN ADDITIONAL ARC-FLASH LABEL MUST ALSO BE APPLIED.

PROVIDE SOLARK LIMITER SENSOR CT'S ON THE LOAD SIDE CONDUCTORS OF THE AUTOMATIC TRANSFER SWITCH IN THE MAIN ELECTRICAL ROOM.

PROVIDE SHORTING TERMINAL BLOCKS FOR THE C.T.'S. CONNECT THE C.T.'S VIA THE SHORTING TERMINAL BLOCKS TO INVERTER WITH CAT6A CABLES, (1) PER CT. COORDINATE WITH MANUFACTURER'S INSTRUCTIONS.

PROVIDE EATON #DCU2061FPMW PHOTOVOLTAIC STRING DISCONNECT ON ROOF NEXT TO STRING OUTPUT: (1) CIRCUIT, 600VDC, 30A, 20A FUSES, NEMA 4, WITH VIEWING WINDOW. MOUNT DISCONNECT ON 7/8" BY 1-5/8" 12

GAUGE STRUT SPANNING ROOFING SEAMS USING CLIPS AS SPECIFIED FOR THE PV PANELS IN DETAIL 6/E-604 (DISCONNECT WEIGHT: 10 LBS). #12 AWG PV WIRE TO BE PROVIDED WITH EACH PV PANEL.

SEE DETAIL 2/E-604 FOR ROOF CONDUITS MOUNTING. TYP. FOR ALL CONDUITS ON THE ROOF.

PROVIDE MARKING LABEL PER CEC 690.13(B): "PV SYSTEM DISCONNECT" WITH

PERMANENT MARKING ON REFLECTIVE LABELS, CAPITALIZED LABELS, MINIMUM 3/8-INCH WHITE LETTERING ON RED BACKGROUND. REFER TO KEYED NOTE #6 ON SHEET E-401 FOR WARNING SIGN. PROVIDE VISIBLE LABEL PER CEC 690.53

INDICATING THE HIGHEST MAXIMUM SOLAR POWER DC VOLTAGE AND MAXIMUM CIRCUIT CURRENT. APPLIED TO ALL PV DC DISCONNECTS.

PROVIDE MARKING LABEL FOR CIRCUIT CONDUCTORS WITH THE POLARITY INDICATION PER CEC 690.55 .

PROVIDE MARKING LABEL FOR INVERTER PER CEC 690.54 AT AN ACCESSIBLE

LOCATION AS A POWER SOURCE AND WITH THE RATED AC OUTPUT CURRENT AND THE NOMINAL OPERATING AC VOLTAGE.

MARKING LABEL FOR MODULES SHALL BE PROVIDED BY MANUFACTURER PER CEC 690.51 WITH IDENTIFICATION OF TERMINALS OR LEADS AS TO POLARITY,

MAXIMUM OVERCURRENT DEVICE RATING FOR MODULE PROTECTION, AND WITH THE FOLLOWING RATINGS:

OPEN-CIRCUIT VOLTAGE

OPERATING VOLTAGE

MAXIMUM PERMISSIBLE SYSTEM VOLTAGE

OPERATING CURRENT

SHORT-CIRCUIT CURRENT

MAXIMUM POWER
PROVIDE #6 AWG PV WIRE. ATTACH COPPER GROUNDING WIRE TO A PRERILLED GROUNDING HOLE ON PV PANEL FRAME AT EACH PANEL WITH A GROUNDING KIT CONTAINING AN M5 (3/16") SS CAP BOLT, AN M5 (3/16") SS FLAT WASHER, AN M5 (3/16") SS CUP WASHER, AND AN M5 (3/16") SS NUT (WITH TEETH).

BOND TO (2) 3/4 DIA BY 10 FOOT GROUND RODS SPACED 10 FEET APART. 12 SHEET NOTES:

1. 2.

PV INVERTERS SHALL BE LISTED AND LABELED WITH UL1741 AND SYSTEMS

CONNECTED TO UTILITY GRID SHALL USE INVERTERS LISTED FOR UTILITY INTERACTION PER CBC3111.3.1 EQUIPMENT.

ROOFTOP MOUNTED PHOTOVOLTAIC PANELS, MODULES, AND PANEL SYSTEMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL1703 OR WITH BOTH UL61730-1 AND UL61730-2, PER CBC 3111.3.1.
3456
1 NONE

ONE LINE DIAGRAM - SOLAR
2 NONE

SOLAR PV RAPID SHUTDOWN SIGNAGE
PROVIDE A LABEL IN ACCORDANCE WITH CFC 1205.4.1 THROUGH 1205.4.3:

THE FIRST TWO LINES OF THE LABEL SHALL BE UPPERCASE CHARACTERS WITH A MINIMUM HEIGHT OF 3/8 INCH (10mm) IN WHITE ON A RED

BACKGROUND AND THE REMAINING CHARACTERS SHALL BE CAPITALIZED WITH A MINIMUM HEIGHT OF 3/16 INCH (5mm) IN BLACK ON A WHITE BACKGROUND.
7 1
1 DERATING CALCULATION PER CEC-2022 TABELS 310.15 AND 310.16 #10 AWG 90°C = 40AMP
ADJUSTMENT FACTORS FOR (4) AND (6) CONDUCTORS IS 80%
4-6 #10 AWG = 32AMP
PV STRING INPUT IS 10.89AMP
#10 CONDUCTOR(S) EXCEED(S) STRING INPUT LOADS.
1 8
NO. DATE DESCRIPTION 1 08/28/2024 PC Comments 2 10/23/24 PC Comments 2 9
10 11
12 2
2 13
14 BID SET (PRELIMINARY)
7750 College Town Dr, Ste. 101
Sacramento, CA 95817Tel (916) 447-2841www.peterseng.comJob no. consulting mechanical and electrical engineers
PETERS engineering
E17247
EXP. 6/30/26
T EE

AL I FORN I A F C O TATS R I CA L EC L E
R. O
G O
ROF P

ED RETS
I
GE
R

SS I ONAL
ENG I
N
E
E
R

I N N ROMA

23.020
311 VERNON STROSEVILLE, CA 95768DATE:

JOB NUMBER:

SHEET TITLEDRAWN BY:PROJECT OWNER & TITLESHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT THESE PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY SITE OTHER THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
2/13/2025 3:46:47 PM C:\Users\jmoberly\Documents\23.020 Dry Creek WWTP MEP_r22_jmoberly.rvt E-501

PANEL SCHEDULESDCWWTP OPERATIONSAND LAB BLDG
4/24/18
210015.01Author
1800 Booth RoadRoseville, CA 95747CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
REFER TO PANEL SCHEDULE NOTES ON THIS SHEET.Notes:Receptacle 34380 VA 64.54% 22190 VA Total Est. Demand: 129 APower 1000 VA 100.00% 1000 VA Total Conn.: 165 AOther 6627 VA 100.00% 6627 VA Total Est. Demand: 46513 VALighting 8867 VA 125.00% 11084 VA Total Conn. Load: 59556 VAKitchen Equipment - Non-Dwelling Unit 8750 VA 65.00% 5688 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:

Total Amps: 158 A 168 A 173 A
Total Load: 18937 VA 20002 VA 20618 VA
41 0 -- 1 -- SPACE 4239 0 -- 1 -- SPACE 4037
SURGE PROTECTION [3] 30 A 3
0 -- 1 -- SPACE 38
35 SPACE -- 1 -- -- 1 -- SPACE 3633 SPACE -- 1 -- 0 1 20 A SPARE 3431 GENERATOR HEATER 20 A 1 500 0 1 20 A SPARE 3229 GENERATOR CHARGER 20 A 1 500 2500 3027 RECEPTS-FIRE RISER 135 20 A 1 360 2500 2 40 A DRYER-LAUNDRY 2825 RECEPTS-BUNK ROOM 131 20 A 1 720 0 1 20 A SPARE 2623 RECEPTS-BUNK ROOM 130 20 A 1 720 900 1 20 A WASHING MACHINE-LAUNDRY 2421 RECEPTS-BUNK ROOM 129 20 A 1 540 180 1 20 A RECEPTS-EXTERIOR WALL 2219 RECEPTS-BUNK ROOM 128 20 A 1 540 720 1 20 A RECEPTS-CORRIDOR, MEN'S LOCKER RM 2017 RECEPTS-BUNK ROOM 127 20 A 1 540 720 1 20 A RECEPTS-WOMEN'S LOCKER RM 1815 RECEPTS-BUNK ROOM 126 20 A 1 720 180 1 20 A RECEPTS-ELECTRICAL 134 1613 RECEPTS-CONTROL ROOM 125 20 A 1 1080 300 1411 RECEPTS-CONTROL ROOM 125 20 A 1 1080 300 2 20 A STREET LIGHTS 12 9 RECEPTS-CORRIDOR 20 A 1 180 300 107 LIGHTING-BUNK ROOMS 20 A 1 638 300 2 20 A SITE LIGHTS - PARKING SOUTH 85 LIGHTING-LOCKER RMS, RMS 133,134,135 20 A 1 478 113 63 LIGHTING - ELECTR. & MECH RMs,FR,MDF 20 A 1 913 113 2 20 A SITE LIGHTS - PARKING NORTH 41 LIGHTING - CORRIDOR 20 A 1 625 195 1 20 A EXTERIOR LIGHTING 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT PRL2ANotes:

Enclosure: Type 1 MCB Rating: 225 A
Mounting: FLUSH Wires: 4 Mains Rating: 225 A
Supply From: TLR Phases: 3 Mains Type: LUGS
Location: ELECTRICAL 134 Volts: 120/208 Wye A.I.C. Rating: 22K Branch Panel: LR
REFER TO PANEL SCHEDULE NOTES ON THIS SHEET.Notes:

Total Est. Demand: 86 A
Receptacle 25200 VA 69.84% 17600 VA Total Conn.: 112 AOther 1612 VA 100.00% 1612 VA Total Est. Demand: 30868 VALighting 4776 VA 125.00% 5970 VA Total Conn. Load: 40337 VAKitchen Equipment - Non-Dwelling Unit 8750 VA 65.00% 5688 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:

Total Amps: 113 A 118 A 107 A
Total Load: 13449 VA 14065 VA 12822 VA
53 SPACE -- 1 -- 0 5451 SPACE -- 1 -- 0 5249 SPACE -- 1 -- 0 3 30 A SURGE PROTECTION [3]
50 47 SPACE -- 1 -- -- 1 -- SPACE 4845 SPACE -- 1 -- -- 1 -- SPACE 4643 SPARE 20 A 1 0 -- 1 -- SPACE 4441 MOTORIZED BLINDS 20 A 1 500 1000 1 20 A WATER FEATURE - SITE 4239 RECEPTS ROOF 20 A 1 900 540 1 20 A RECEPTS-KITCHEN 109 4037 RECEPTS-116,117 20 A 1 540 360 1 20 A TV RECEPTS-KITCHEN, CONF ROOM 102 3835 RECEPTS- OFFICE 115 20 A 1 900 360 1 20 A TV RECEPTS-OFFICE 104,103 3633 RECEPTS-OFFICE 114 20 A 1 900 540 1 20 A TV RECEPTS-CONFERENCE ROOM... 3431 RECEPTS-OFFICE 111 20 A 1 1080 1500 1 20 A COPIER RECEPTS-CORRIDOR 118 3229 RECEPTS-CONFERENCE ROOM 107 20 A 1 900 1500 1 20 A RECEPTS-KITCHEN 109 3027 RECEPTS-OFFICE 110 20 A 1 900 1220 1 20 A RECEPTS-KITCHEN 109 2825 RECEPTS-OPEN OFFICE 108 20 A 1 720 680 1 20 A GARBAGE DISPOSAL 2623 RECEPTS-OFFICE 108 20 A 1 1080 1140 1 20 A DISHWASHER 2421 RECEPTS-OPEN OFFICE 108 20 A 1 900 360 1 20 A RECEPTS-KITCHEN 109 2219 COPIER RECEPTS-OFFICE 108 20 A 1 1500 1500 1 20 A MICROWAVE 2017 RECEPTS-OFFICE 108 20 A 1 1080 1500 1 20 A MICROWAVE 1815 RECEPTS-OFFICE 103 20 A 1 900 1890 1 20 A REFRIGERATORS 1613 RECEPTS-OFFICE 104 20 A 1 900 1360 1 20 A RECEPTS-RESTROOMS 1411 RECEPTS-OFFICE 105 20 A 1 900 900 1 20 A RECEPTS-CONFERENCE ROOM 102 12 9 LIGHTING-LAB, EQUIPMENT ROOM 20 A 1 1518 900 1 20 A RECEPTS-CORRIDOR 107 LIGHTING - RECEPTION, CONF.RM 102 20 A 1 397 1080 1 20 A RECEPTS-LOBBY, RECEPTION 85 LIGHTING-KITCHEN, JAN.ROOM.... 20 A 1 343 720 1 20 A RECEPTS- CONTROL 106 63 LIGHTING-OPEN OFFICE, CONTR.RM,... 20 A 1 1518 1080 1 20 A RECEPTS- CONTROL 106 41 LIGHTING-OFFICES 20 A 1 1117 720 1 20 A RECEPTS- CONTROL 106 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT PRL2ANotes:

Enclosure: Type 1 MCB Rating: 225 A
Mounting: FLUSH Wires: 4 Mains Rating: 150 A
Supply From: LR Phases: 3 Mains Type: 150/3
Location: STORAGE 117 Volts: 120/208 Wye A.I.C. Rating: 22K Branch Panel: R
REFER TO PANEL SCHEDULE NOTES ON THIS SHEET.Notes:

Total Est. Demand: 247 A
Total Conn.: 247 A
Other 1880 VA 100.00% 1880 VA Total Est. Demand: 205634 VAMotor 853 VA 125.00% 1066 VA Total Conn. Load: 205421 VAHVAC 202688 VA 100.00% 202688 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:

Total Amps: 246 A 248 A 247 A
Total Load: 68222 VA 68713 VA 68486 VA
53 22839 0 5451 22839 0 5249
DOAS-C (SUBFEED BREAKER) 100 A 3
22839 0
3 30 A SURGE PROTECTION
50 47 SPACE -- 1 -- -- 1 -- SPACE 4845 SPACE -- 1 -- -- 1 -- SPACE 4643 SPACE -- 1 -- -- 1 -- SPACE 4441 SPACE -- 1 -- -- 1 -- SPACE 4239 SPACE -- 1 -- -- 1 -- SPACE 4037 SPACE -- 1 -- -- 1 -- SPACE 3835 443 0 1 20 A SPARE 3633 443 0 1 20 A SPARE 3431 IEF-4 VIA VFD-2 - EQUIPMENT ROOM/LAB 20 A 3
443 0 1 20 A SPARE 32
29 443 5000 3027 443 5000 2825
IEF-3 VIA VFD-1 - EQUIPMENT ROOM/LAB 20 A 3
443 5000
3 80 A WATER HEATER 'EWH-1'
26 23 6629 67 2421 6629 67 2219
VRF-B 40 A 3
6629 67
3 15 A HEF-3
20 17 SPACE -- 1 -- 67 1815 SPACE -- 1 -- 67 1613 SPARE 20 A 1 0 67 3 15 A HEF-2
14 11 8525 67 12
9 8525 67 107
DOAS-B 50 A 3
8525 67
3 15 A HEF-1
8 5 12827 11578 63 12827 11805 41
DOAS-A 70 A 3
12827 11314
3 70 A XFMR 'TM' [45KVA]
2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT PRL2ANotes:

Enclosure: Type 1 MCB Rating: 400 A
Mounting: Surface Wires: 4 Mains Rating: 400 A
Supply From: MSB AB Phases: 3 Mains Type: LUGS
Location: ELECTRICAL 134 Volts: 480/277 Wye A.I.C. Rating: 22K Branch Panel: MH
REFER TO PANEL SCHEDULE NOTES ON THIS SHEET.Notes:

Total Est. Demand: 97 A
Total Conn.: 96 A
Other 1880 VA 100.00% 1880 VA Total Est. Demand: 34910 VAMotor 853 VA 125.00% 1066 VA Total Conn. Load: 34697 VAHVAC 31964 VA 100.00% 31964 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:

Total Amps: 94 A 99 A 97 A
Total Load: 11314 VA 11805 VA 11578 VA
53 SPACE -- 1 -- 0 5451 SPACE -- 1 -- 0 5249 SPACE -- 1 -- 0 3 30 A SURGE PROTECTION
50 47 SPACE -- 1 -- -- 1 -- SPACE 4845 SPACE -- 1 -- -- 1 -- SPACE 4643 SPACE -- 1 -- -- 1 -- SPACE 4441 427 0 1 20 A SPARE 4239 DIWP-1 - EQUIPMENT ROOM 20 A 2 427 0 1 20 A SPARE 4037 1249 500 1 20 A DI-1 - EQUIPMENT ROOM 3835 1249 1373 3633 LAC-1 - EQUIPMENT ROOM 20 A 3
1249 1373 2 20 A VRF-A- ROOF 34
31 769 0 1 20 A SPARE 3229 769 0 1 20 A SPARE 3027
VAC-1 - EQUIPMENT ROOM 20 A 3
769 2080 28
25 2080 2080 2 30 A HP-2H - ROOF 2623 HP-1H - ROOF 30 A 2 2080 2080 2421 2162 2080 2 20 A HP-1F - ROOF 2219 HP-1E - ROOF 30 A 2 2162 936 2017 510 936 2 20 A HP-1D - ROOF 1815 FC-1B, FC-2B, FC-3B, FC-4B 20 A 2 510 0 1 20 A SPARE 1613 302 500 1 20 A REF-1 - ROOF 1411 FC-9B, FC-10B 20 A 2 302 593 12 9 190 593 2 20 A FC-5B, FC-6B, FC-7B, FC-8B 107
IEF-1 20 A 2 190 260 8
5 EH-1 20 A 1 1000 260 2 20 A FC-1A, FC-2A, FC-3A 63 CP-1 20 A 1 270 104 41 IEF-2, WEF-1, IEF-5 20 A 1 183 104 2 20 A BCC-1 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT PRL2ANotes:

Enclosure: Type 1 MCB Rating: 225 A
Mounting: Surface Wires: 4 Mains Rating: 125 A
Supply From: TM Phases: 3 Mains Type: 125/3
Location: STORAGE 117 Volts: 120/208 Wye A.I.C. Rating: 22K Branch Panel: ML
REFER TO PANEL SCHEDULE NOTES ON THIS SHEET.Notes:

Total Est. Demand: 87 A
Receptacle 6740 VA 100.00% 6740 VA Total Conn.: 87 APower 500 VA 100.00% 500 VA Total Est. Demand: 31440 VAOther 0 VA 0.00% 0 VA Total Conn. Load: 31440 VAEquipment 24200 VA 100.00% 24200 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:

Total Amps: 80 A 99 A 84 A
Total Load: 9636 VA 11824 VA 9980 VA
41 0 -- 1 -- SPACE 4239 0 -- 1 -- SPACE 4037
SURGE PROTECTION [3] 30 A 3
0 -- 1 -- SPACE 38
35 SPACE -- 1 -- -- 1 -- SPACE 3633 SPACE -- 1 -- -- 1 -- SPACE 3431 SPACE -- 1 -- -- 1 -- SPACE 3229 SPARE 20 A 1 0 0 1 20 A SPARE 3027 DOOR ACTUATOR 20 A 1 500 0 1 20 A SPARE 2825 WORKSTATION RCPTS 20 A 1 360 0 1 20 A SPARE 2623 RCPTS 20 A 1 360 0 1 20 A SPARE 2421 1924 360 1 20 A RCPTS 2219 MUFFLE FURNACE 30 A 2 1924 500 1 20 A FH-3 2017 WORKSTATION RCPTS 20 A 1 360 500 1 20 A FH-2 1815 RCPTS 20 A 1 360 500 1 20 A FH-1 1613 GLASSWARE DRYING OVEN 20 A 1 1872 1320 1411 6000 1320 2 20 A LAB DISHWASHER 12 9 AUTOCLAVE 80 A 2 6000 860 1 20 A WORKSTATION RCPTS 107 BOD INCUBATOR 20 A 1 1200 1200 1 20 A BOD INCUBATOR 85 RCPTS 20 A 1 540 900 1 20 A RCPTS 63 DRYING OVEN 20 A 1 540 780 1 20 A CHEMICAL REFRIG/ FREEZER 41 MEDIA REFRIGERATOR 20 A 1 360 900 1 20 A RCPTS 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT PRL2ANotes:

Enclosure: Type 1 MCB Rating: 225 A
Mounting: SURFACE Wires: 4 Mains Rating: 125 A
Supply From: TLP1 Phases: 3 Mains Type: 125/3
Location: WORK ROOM 113 Volts: 120/208 Wye A.I.C. Rating: 22K Branch Panel: LP1
REFER TO PANEL SCHEDULE NOTES ON THIS SHEET.Notes:

Total Est. Demand: 72 A
Total Conn.: 72 A
Total Est. Demand: 17251 VA
Receptacle 4152 VA 100.00% 4152 VA Total Conn. Load: 17251 VAEquipment 13099 VA 100.00% 13099 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:

Total Amps: 75 A 69 A
Total Load: 8986 VA 8265 VA
41 0 -- 1 -- SPACE 4239 SURGE PROTECTION [3] 30 A 2 0 -- 1 -- SPACE 4037 SPACE -- 1 -- -- 1 -- SPACE 3835 SPACE -- 1 -- -- 1 -- SPACE 3633 SPACE -- 1 -- -- 1 -- SPACE 3431 SPACE -- 1 -- -- 1 -- SPACE 3229 SPACE -- 1 -- -- 1 -- SPACE 3027 SPACE -- 1 -- -- 1 -- SPACE 2825 SPARE 20 A 1 0 0 1 20 A SPARE 2623 SPARE 20 A 1 0 0 1 20 A SPARE 2421 RCPTS 20 A 1 428 0 1 20 A SPARE 2219 QUANTI-TRAY SEALER 20 A 1 180 1080 1 20 A DUAL WATER BATH 2017 RCPTS/MEDIA DISP,UV LAMP,MICROSCOPE 20 A 1 1200 132 1 20 A RCPTS/CENTRIFUGE 1815 STIRRER/HOTE PLATE 20 A 1 1070 1000 1 20 A RCPTS 1613 STIRRER/HOT PLATE 20 A 1 1070 1000 1 20 A RCPTS/ MICROBIO INCUBATOR 1411 BACTI REFRIGERATOR 20 A 1 300 791 1 20 A RCPTS/ EC & FLUORIDE METER & STIRRER 12 9 BATTERY CHARGER 20 A 1 1800 720 1 20 A RCPTS/ OIA PRINTER 107 RCPTS 20 A 1 1620 540 1 20 A RCPTS/ OIA COMPUTER, ANALYZER 85 DRYING OVEN 20 A 1 1452 144 1 20 A RCPTS (PH METER, STIRRER) 63 REFRIGERATOR 20 A 1 1000 684 1 20 A RCPTS (EC METER, STIRRER) 41 RCPTS 20 A 1 540 500 1 20 A COD HEATING BIOCK 2 CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT PRL2ANotes:

Enclosure: Type 1 MCB Rating: 225 A
Mounting: SURFACE Wires: 3 Mains Rating: 125 A
Supply From: TLP2 Phases: 1 Mains Type: 125/2
Location: WORK ROOM 113 Volts: 120/240 Single A.I.C. Rating: 22K Branch Panel: LP2

1. PROVIDE COPPER BUSSING INCLUDING GROUND BUSS.2. DOOR-IN-DOOR CONSTRUCTION3. PROVIDE SURGE PROTECTION DEVICE (SPD), SCHNEIDER SURLOGIC SERIES OR EQUAL. LOCATE SPD BREAKER ON BUSSING RELATIVE TO INCOMING FEED. LOCATE AT TOP OF BUSSING FOR TOP FED PANELS AND AT BOTTOM OF BUSSING FOR BOTTOM FED PANELS. 120KA PER PHASE AND 60KA PER MODE.

4. FOR EACH RECESSED PANELBOARD, STUB FOUR(4) 3/4" EMPTY CONDUITS FROM PANELBOARD INTO ACCESSIBLE CEILING SPACE.

PANEL SCHEDULE NOTES:
1 NO. DATE DESCRIPTION
1 08/28/2024 PC Comments

BID SET (PRELIMINARY)

CONSTRUCTION DOCUMENTS
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:18:23 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-502

PANEL SCHEDULES

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
REFER TO PANEL SCHEDULE NOTES ON THIS SHEET.

Notes:

Total Est. Demand: 31 A
Receptacle 1800 VA 100.00% 1800 VA Total Conn.: 31 A
Other 3252 VA 100.00% 3252 VA Total Est. Demand: 26155 VA HVAC 18103 VA 100.00% 18103 VA Total Conn. Load: 26155 VA Equipment 3000 VA 100.00% 3000 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend:

Total Amps: 33 A 34 A 29 A
Total Load: 8948 VA 9308 VA 7900 VA
41 0 -- 1 -- SPACE 42
39 0 -- 1 -- SPACE 40
37 SURGE PROTECTION [3] 30 A 3
0 -- 1 -- SPACE 38
35 SPACE -- 1 -- -- 1 -- SPACE 36
33 SPACE -- 1 -- -- 1 -- SPACE 34
31 SPACE -- 1 -- -- 1 -- SPACE 32
29 SPACE -- 1 -- -- 1 -- SPACE 30
27 SPACE -- 1 -- -- 1 -- SPACE 28
25 SPACE -- 1 -- -- 1 -- SPACE 26
23 SPACE -- 1 -- -- 1 -- SPACE 24
21 SPACE -- 1 -- -- 1 -- SPACE 22
19 SPACE -- 1 -- -- 1 -- SPACE 20
17 372 -- 1 -- SPACE 18
15 372 -- 1 -- SPACE 16
13 ACCU-1 - ROOF 20 A 3
372 -- 1 -- SPACE 14
11 4276 -- 1 -- SPACE 12
9 4276 -- 1 -- SPACE 10
7 CRAC-1 - MDF ROOM 30 A 3
4276 -- 1 -- SPACE 8
5 3252 0 1 20 A SPARE 6
3 4660 0 1 20 A SPARE 4
1 XFMR 'TMDF1'
[15 kVA] 30 A 3
4300 0 1 20 A SPARE 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT PRL2A
Notes:

Enclosure: Type 1 MCB Rating: 100 A
Mounting: Surface Wires: 4 Mains Rating: 100 A
Supply From: MTS 40AMP Phases: 3 Mains Type: LUGS
Location: MDF 133 Volts: 480/277 Wye A.I.C. Rating: 14K Branch Panel: MDFH
REFER TO PANEL SCHEDULE NOTES ON THIS SHEET.

Notes:

Total Est. Demand: 34 A
Receptacle 1800 VA 100.00% 1800 VA Total Conn.: 34 A
Other 3252 VA 100.00% 3252 VA Total Est. Demand: 12212 VA HVAC 4160 VA 100.00% 4160 VA Total Conn. Load: 12212 VA Equipment 3000 VA 100.00% 3000 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend:

Total Amps: 37 A 40 A 27 A
Total Load: 4300 VA 4660 VA 3252 VA
29 0 -- 1 -- SPACE 30
27 0 -- 1 -- SPACE 28
25 SURGE PROTECTION [3] 30 A 3
0 -- 1 -- SPACE 26
23 SPACE -- 1 -- -- 1 -- SPACE 24
21 SPARE 20 A 1 0 -- 1 -- SPACE 22
19 SPARE 20 A 1 0 -- 1 -- SPACE 20
17 SPARE 20 A 1 0 0 1 20 A SPARE 18
15 2080 0 1 20 A SPARE 16
13 HP-1G - ROOF 20 A 2 2080 0 1 20 A SPARE 14
11 ACCESS CONTROL PANEL 20 A 1 500 500 12
9 TCP 20 A 1 500 500 10
7 FACP [4] 20 A 1 500 500
3 20 A UPS2
8 5 DRH - HUMIDIFIER 20 A 1 1752 500 6
3 RCPTS 20 A 1 1080 500 4
1 RCPTS 20 A 1 720 500
3 20 A UPS1
2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT PRL2A
Notes:

Enclosure: Type 1 MCB Rating: 100 A
Mounting: Surface Wires: 4 Mains Rating: 100 A
Supply From: TMDF Phases: 3 Mains Type: Main Lugs
Location: MDF 133 Volts: 120/208 Wye A.I.C. Rating: 14K Branch Panel: MDFL
Notes:

Total Est. Demand: 4 A
Total Conn.: 4 A
Total Est. Demand: 1400 VA
Receptacle 900 VA 100.00% 900 VA Total Conn. Load: 1400 VA Power 500 VA 100.00% 500 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend:

Total Amps: 7 A 3 A 3 A
Total Load: 800 VA 300 VA 300 VA
23 SPACE -- 1 -- -- 1 -- SPACE 24
21 SPACE -- 1 -- -- 1 -- SPACE 22
19 SPACE -- 1 -- -- 1 -- SPACE 20
17 SPACE -- 1 -- -- 1 -- SPACE 18
15 SPACE -- 1 -- -- 1 -- SPACE 16
13 SPACE -- 1 -- -- 1 -- SPACE 14
11 100 -- 1 -- SPACE 12
9 100 -- 1 -- SPACE 10
7 SERVER RACK RCPTS 20 A 3
100 500 1 20 A PLC PANEL 8
5 100 100 6
3 100 100 4
1 SERVER RACK RCPTS 20 A 3
100 100
3 20 A SERVER RACK RCPTS
2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT PRL2X
Notes:

Enclosure: Type 1 MCB Rating: 100 A
Mounting: Surface Wires: 4 Mains Rating: 100 A
Supply From: UPS2 Phases: 3 Mains Type: LUGS
Location: MDF 133 Volts: 120/208 Wye A.I.C. Rating: 14K Branch Panel: UPS2

1. 2.

3. 4.

PROVIDE COPPER BUSSING INCLUDING GROUND BUSS.

DOOR-IN-DOOR CONSTRUCTION
PROVIDE SURGE PROTECTION DEVICE (SPD), SCHNEIDER SURLOGIC SERIES OR EQUAL. LOCATE SPD BREAKER ON BUSSING RELATIVE TO INCOMING FEED. LOCATE AT TOP OF BUSSING FOR TOP FED PANELS AND AT BOTTOM OF BUSSING FOR BOTTOM FED PANELS. 120KA PER PHASE AND 60KA PER MODE.

PROVIDE RED COLORED BRANCH CIRCUIT BREAKER LOCK-OUT DEVICE FOR BRANCH CIRCUIT BREAKER SUPPLYING POWER TO FIRE ALARM PANELS.

PANEL SCHEDULE NOTES:

REFER TO PANEL SCHEDULE NOTES ON THIS SHEET.

Notes:

Total Est. Demand: 259 A
Total Conn.: 259 A
Total Est. Demand: 93184 VA
Spare 73216 VA 100.00% 73216 VA Total Conn. Load: 93184 VA Power 19968 VA 100.00% 19968 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend:

Total Amps: 277 A 250 A 250 A
Total Load: 33280 VA 29952 VA 29952 VA
41 42
39 -- 1 -- SPACE 40
37 -- 1 -- SPACE 38
35 -- 1 -- SPACE 36
33 SPACE -- 1 -- -- 1 -- SPACE 34
31 SPACE -- 1 -- 3328 32
29 SPACE -- 1 -- 3328 2 40 A SPARE FOR EV CHARGER 30
27 SPACE -- 1 -- 3328 28
25 SPACE -- 1 -- 3328 2 40 A SPARE FOR EV CHARGER 26
23 3328 3328 24
21 SPARE FOR EV CHARGER 40 A 2 3328 3328 2 40 A SPARE FOR EV CHARGER 22 19 3328 3328 20
17 SPARE FOR EV CHARGER 40 A 2 3328 3328 2 40 A SPARE FOR EV CHARGER 18 15 3328 3328 16
13 SPARE FOR EV CHARGER 40 A 2 3328 3328 2 40 A SPARE FOR EV CHARGER 14 11 3328 3328 12
9 SPARE FOR EV CHARGER 40 A 2 3328 3328 2 40 A SPARE FOR EV CHARGER 10 7 3328 3328 8
5 EV CHARGER 40 A 2 3328 3328 2 40 A SPARE FOR EV CHARGER 6 3 3328 3328 4
1 EV CHARGER 40 A 2 3328 3328 2 40 A EV CHARGER 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes:

Enclosure: NEMA 3R MCB Rating: 400 A
Mounting: FREE STAND Wires: 4 Mains Rating: 400 A
Supply From: TEV Phases: 3 Mains Type: 300/3
Location: Volts: 120/208 Wye A.I.C. Rating: 22K
Branch Panel: EV
REFER TO PANEL SCHEDULE NOTES ON THIS SHEET.

Notes:

Total Est. Demand: 4 A
Total Conn.: 4 A
Total Est. Demand: 1400 VA
Receptacle 900 VA 100.00% 900 VA Total Conn. Load: 1400 VA Power 500 VA 100.00% 500 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend:

Total Amps: 7 A 3 A 3 A
Total Load: 800 VA 300 VA 300 VA
23 SPACE -- 1 -- -- 1 -- SPACE 24
21 SPACE -- 1 -- -- 1 -- SPACE 22
19 SPACE -- 1 -- -- 1 -- SPACE 20
17 SPACE -- 1 -- -- 1 -- SPACE 18
15 SPACE -- 1 -- -- 1 -- SPACE 16
13 SPACE -- 1 -- -- 1 -- SPACE 14
11 100 -- 1 -- SPACE 12
9 100 -- 1 -- SPACE 10
7 SERVER RACK RCPTS 20 A 3
100 500 1 20 A PLC PANEL 8
5 100 100 6
3 100 100 4
1 SERVER RACK RCPTS 20 A 3
100 100
3 20 A SERVER RACK RCPTS
2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT PRL2X
Notes:

Enclosure: Type 1 MCB Rating: 100 A
Mounting: Surface Wires: 4 Mains Rating: 100 A
Supply From: UPS1 Phases: 3 Mains Type: LUGS
Location: MDF 133 Volts: 120/208 Wye A.I.C. Rating: 14K Branch Panel: UPS1
NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
36" 18"
90"

FLAT WASHER, LOCK WASHER,
AND NUT.

SWITCHBOARD
TOTAL WEIGHT:
687 LBS.
1/2" DIA. HILTI KWIKBOLT KB-TZ2 SS304 WITH 3-1/4"

MINIMUM EMBEDMENT IN HOLES PROVIDED AT EACH
CORNER OF EACH SECTION. TEST 50% OF ANCHORS
TO 40 FT-LBS TORQUE.

FRONT VIEW BACK VIEW SIDE VIEW
NUTS WITH LOCK WASHERS.

BOLTS, NUTS AND SPRING
FOR ASSEMBLY USE 3/8"X#16

FOR EACH BOTTOM XFMR

BOLTS FLOOR ANCHORS
(4)1/4"X3" HILTI KWIK SET

FOR EACH XFMR RACK

BOLTS FLOOR ANCHORS
(8)1/2"X4" HILTI KWIK SET

KWIK SET BOLTS
1/4"X3" HILTI

FLOOR WITH

ANCHOR TO

KWIK SET BOLTS
1/2"X4" HILTI

FLOOR WITH

ANCHOR TO
45KVA XFMR, TYP.

B279FL
B119
B119
B279FL
B119
B22
B632-18
B119 CORNER CONNECTION
B631-18
B22 B631-18 BRACE
B279FL BASE
B22 CHANNEL

CHANNEL & FITTINGS
"B-LINE" OR "APPROVED EQUAL".

SIZE RACK TO ALLOW MINIMUM

VENTILATION CLEARANCES IN
ACCORD WITH MFGR'S SPECS.

CONCRETE, TYP.
1/4" GALVANIZED

STEEL PLATE
NOTE:

B22
B119
B279FL
B119

24.86"Wx21.13"Dx36.77"H
471 LBS, TYP.

PANEL ENCLOSURE PER PLAN
TYPICAL 2x6 WALL STRUCTURAL

MEMBERS

SECURE PANEL ENCLOSURE TO

WALL STRUCTURAL MEMBERS AT
EACH SIDE WITH (4)#10 SCREWS -

PROVIDE BLOCKING AT SIDES AS

REQUIRED FOR CONDITIONS

PANEL AMPS
100
225
400
WEIGHT
125 LBS
250 LBS
410 LBS

PANEL WEIGHTS
TOP OF ENCLOSURE 6'-6" AFF MAX.

FINISHED CEILING - MINIMUM
6'-3" AFF HEAD CLEARENCE

PANEL ENCLOSURE PER PLAN
2x6 BLOCKING - SECURE WITH
(3) 16d NAILS AT EACH END OF

BLOCKING, TYPICAL

SECURE ENCLOSURE TO BLOCKING
WITH SDS25300 1/4" x 3"
(2) AT EACH BLOCKING
TYPICAL 2x6 WALL STRUCTURAL

MEMBERS

PANEL AMPS
100
225
400
WEIGHT
125 LBS
250 LBS
410 LBS

PANEL WEIGHTS
FULL DEPTH BLOCKING W/ A35

EACH SIDE TOP AND BOTTOM

AS REQUIRED

SECTION A-A
MAXIMUM 6'-6" AFF TO TOPOF ENCLOSURE
A A
B-LINE CHANNEL B22
B-LINE CHANNEL B22
B-LINE CHANNEL B22
B-LINE B154 ANGLE
1/4"-20 BOLTS, NUTS

AND WASHERS
B-LINE B154 ANGLE
1/4"-20 BOLTS, NUTS

AND WASHERS
B-LINE B268R AND B268L

CORNER CONNECTOR WITH
1/4-20 BOLTS, NUTS AND

WASHERS

DISCONNECT SWITCH MOUNT
WITH 1/4-20 BOLTS, NUTS AND

WASHERS
3/4" LIQUID TIGHT FLEX
TO MECH. UNIT, SEE
PLANS
CONDUIT STRAPS, TYP.
"LL" OR "LR" CONDUIT
ELBOW

SIDE VIEW FRONT VIEW

FILL COUNTER SUNK

HOLE W/ MASTIC
24 GA G.I. FLASHING

CAP SOLDER ALL

JOINTS WATER TIGHT

CANT STRIP
ALL (4) SIDES

ROOFING

ROOF JOIST
4x4 BLKG. BTWN. ROOF JOIST
FASTEN W/ "SIMPSON" U44
JOIST HANGER EA. SIDE, EA.

END
6x8 PRESSURE TREATED
DOUGLAS FIR RAILSSHAPED TO LEVEL UNIT

SECURE RAIL TO
BLOCKING W/ 3/8"∅

THRU BOLT, NUT &
WASHER. MIN (2) PER
RAIL
B-LINE CHANNEL B22
B-LINE CHANNEL B22
B-LINE CHANNEL B22
B-LINE B154 ANGLE
1/4"-20 BOLTS, NUTS

AND WASHERS
B-LINE B154 ANGLE
1/4"-20 BOLTS, NUTS

AND WASHERS
B-LINE B268R AND B268L

CORNER CONNECTOR WITH
1/4-20 BOLTS, NUTS AND

WASHERS

DISCONNECT SWITCH MOUNT
WITH 1/4-20 BOLTS, NUTS AND

WASHERS
3/4" LIQUID TIGHT FLEX
TO MECH. UNIT, SEE
PLANS
CONDUIT STRAPS, TYP.
"LL" OR "LR" CONDUIT
ELBOW

SIDE VIEW FRONT VIEW

FILL COUNTER SUNK

HOLE W/ MASTIC
24 GA G.I. FLASHING

CAP SOLDER ALL

JOINTS WATER TIGHT

CANT STRIP
ALL (4) SIDES

ROOFING

ROOF JOIST
4x4 BLKG. BTWN. ROOF JOIST
FASTEN W/ "SIMPSON" U44
JOIST HANGER EA. SIDE, EA.

END
6x8 PRESSURE TREATED
DOUGLAS FIR RAILSSHAPED TO LEVEL UNIT

SECURE RAIL TO
BLOCKING W/ 3/8"∅

THRU BOLT, NUT &
WASHER. MIN (2) PER
RAIL

FRONT VIEW BACK VIEW SIDE VIEW
NUTS WITH LOCK WASHERS.

BOLTS, NUTS AND SPRING
FOR ASSEMBLY USE 3/8"X#16

FOR EACH BOTTOM XFMR

BOLTS FLOOR ANCHORS
(4)1/4"X3" HILTI KWIK SET

FOR EACH XFMR RACK

BOLTS FLOOR ANCHORS
(8)1/2"X4" HILTI KWIK SET

KWIK SET BOLTS
1/4"X3" HILTI

FLOOR WITH

ANCHOR TO

KWIK SET BOLTS
1/2"X4" HILTI

FLOOR WITH

ANCHOR TO
15KVA XFMR
B279FL
B119
B119
B279FL
B119
B22
B632-18
B119 CORNER CONNECTION
B631-18
B22 B631-18 BRACE
B279FL BASE
B22 CHANNEL

CHANNEL & FITTINGS
"B-LINE" OR "APPROVED EQUAL".

SIZE RACK TO ALLOW MINIMUM

VENTILATION CLEARANCES IN
ACCORD WITH MFGR'S SPECS.

CONCRETE, TYP.
1/4" GALVANIZED

STEEL PLATE
NOTE:

B22
B119
B279FL
B119

21.86"Wx17.75"Dx28"H
241 LBS
25KVA XFMR

22.45"Wx17.40"Dx33.75"H
300 LBS
90"
36"
24"
TYPICAL: CONCRETE ANCHOR
BOLT HILTI "RED HEAD" OR
EQUAL - 3/4" DIA. WITH 3" MINIMUM
EMBEDMENT.

1. SWITCHBOARD CONSTRUCTION SHALL BE OF THE TYPE, CLASS AND ARRANGEMENT AS INDICATED. BREAKER FRAME CLASS AND SIZES SHALL BE AS NOTED. DESIGN IS BASED ON EATON.

2. THE CONSTRUCTION OF THE SWITCHBOARD SHALL BE DEAD FRONT TYPE COMPLETELY METAL ENCLOSED WITH SELF SUPPORTING STRUCTURE OF THE UNIVERSAL FRAME TYPE USING DIE-FORMED, WELDED AND BOLTED MEMBERS. FORMED FRONT AND SIDE COVERS SECTIONALIZED AND REMOVABLE WITH SCREW-ON PLATES.

FORMED HINGED DOORS WITH KNURLED KNOBS OR THREE POINT LATCH WHERE SHOWN. COMPONENTS SHALL BE MOUNTED ON BACK PANS OR STRUCTURAL FRAMING AND NOT ON SIDE OR BACK COVERS OF THE ENCLOSURE.

3. ALL BUSSING SHALL BE COPPER WITH SILVER PLATED CONNECTIONS AND JOINTS. BUSSING SHALL BE SIZED TO LIMIT TEMPERATURE RISE OF 55ºC PER U.L.

STANDARDS BRACED TO WITHSTAND A MINIMUM SHORT CIRCUIT CURRENT OF 65,000 RMS SYMMETRICAL AMPERES OR AS OTHERWISE NOTED. ALL BUSSES SHALL BE RATED 100% AND SHALL EXTEND THE FULL LENGTH AND HEIGHT OF THE USABLE SPACE. TAPERING OF BUS OR FLEX BUS IS NOT PERMITTED.

4. BREAKERS SHALL BE FULLY RATED FOR THE SYMMETRICAL SHORT CIRCUIT CURRENT RATING NOTED IN THE DRAWINGS.

5. WHERE SPACES ARE INDICATED ALL REQUIRED PROVISIONS INCLUDING HARDWARE AND TRIM SHALL BE INSTALLED TO ALLOW FUTURE INSTALLATION OF BREAKERS.

6. CABLE AND CONDUCTOR LUGS SHALL BE TWO-HOLE PAD, NEMA DRILLED, UN-INSULATED COPPER, LONG BARRELED, TIN PLATED COMPRESSION TERMINALS. BURNDY TYPE YZ-2N OR EQUAL.

7. CONSTRUCTION IS NEMA 1, INDOOR.

7.1. PROVIDE SWITCHBOARD WITH 1-1/2" HIGH BASE CHANNEL.

7.2. GROUT SEAL ANY GAPS BETWEEN BASE AND CONCRETE PAD.

7.3. RODENTPROOF THE ASSEMBLY

8. PAINT COAT SHALL BE A POLYESTER PLASTIC DRY POWDER COAT ELECTROSTATICALLY APPLIED. COLOR: ANSI 70 (GRAY)

9. EQUIPMENT SHALL BE COMPLETELY FACTORY ASSEMBLED, WIRED AND TESTED PRIOR TO DELIVERY. DESIGN AND CONSTRUCTION SHALL MEET ALL OF THE REQUIREMENTS OF THE CEC, NEC, NEMA, OHSA AND SHALL BE U.L. LISTED.

10. MANUFACTURER SHALL PROVIDE THE EQUIPMENT TO MEET THE SPACE PROVIDED AND SHALL NOT REDUCE THE NUMBER OF SECTIONS SHOWN ON THE DRAWINGS.

11. THE BOTTOM OF THE SWITCHBOARD SHALL BE OPEN.

12. ALIGN THE FRONT OF THE SWITCHBOARD

13. REFER TO SPECIFICATION 26 24 13 SWITCHBOARDS FOR ADDITIONAL REQUIREMENTS.

14. SEE DETAIL 1/E601 FOR MOUNTING ANCHORAGE.

15. GROUND BUS BAR SHALL BE 1/4" X 2 1/4" MINIMUM, NEMA DRILLED FOR 2-HOLE PAD LUGS AND EXTEND THE ENTIRE WIDTH OF THE ENCLOSURE.

16. NEUTRAL BAR SHALL BE ACCESSIBLE FROM THE FRONT, INSTALL BELOW THE CHASIS AND TO THE FRONT.

17. ELECTRICAL EQUIPMENT SHALL BE FIELD MARKED WITH A WARNING TO QUALIFIED PERSONNEL OF THE POTENTIAL ARC FLASH HAZARDS PER NFPA-70E AND NEC 110-16.

18. MAIN SERVICE DISCONNECT SHALL BE PERMANENTLY MARKED TO IDENTIFY IT AS A SERVICE DISCONNECT PER CEC 230.70(B).

SWITCHBOARD NOTES

TOP HAT
SPD

DISTRIBUTION
MAIN

TRANSFORMER SPECIFICATIONS
480V-208/120V, 3Ø

TRANSFORMER

FLAT WASHER, LOCK WASHER, AND NUT

NEOPRENE VIBRATION PAD

CONCRETE PAD OR FLOOR
1/2" DIA. HILTI KWIKBOLT KB-TZ2 WITH 3-1/4"
MINIMUM EMBEDMENT IN HOLES. PROVIDE
AT EACH CORNER OF EACH SECTION. TEST
50% OF ANCHORS TO 40 FT-LBS TORQUE.

ANCHOR INTO HOUSEKEEPING PAD PER 3/E-605.

NOTES:

1. PROVIDE VENTILATED TRANSFORMERS WITH RODENT SCREENS AND DRIP SHIELDS ON ALL TRANSFORMERS UNLESS OTHERWISE NOTED.

2. PROVIDE 115°C TRANSFORMERS UNLESS OTHERWISE NOTED

3. PROVIDE K1 K FACTOR TRANSFORMERS UNLESS OTHERWISE NOTED.

4. PROVIDE HOUSEKEEPING PAD AT 112.5KVA TRANSFORMER. SEE SHEET E-101 AND DETAIL 3/E-605 FOR REFERENCE.

5. REMOVE SHIPPING BOLTS FROM TRANSFORMERS DURING INSTALLATION.

KVA WIDTH DEPTH HEIGHT WEIGHT
75 30.5 24" 43" 665 lbs
112.5 34.49" 31.48" 50.92" 1271 lbs
NOTE: DIMENSIONS AND WEIGHTS BASED
ON EATON XFMRS WITH COPPER COILS.

WIDTH
DEPTH
HEIGHT
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:18:25 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-601

DETAILS

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 NONE

MAIN SWITCHBOARD ANCHORAGE
7 NONE
STACKED XFMR MOUNTING 45KVA XFMRS 4 NONERECESSED PANEL MOUNTING - WOOD 5 NONE

SURFACE PANEL MOUNTING - WOOD
6 NONE
DISC. MOUNTING ON ROOF
8 NONE
STACKED XFMR MOUNTING 2 NONEMAIN SWITCHBOARD ELEVATION
3 NONE

XFMR MOUNTING DETAIL
NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
2X4 WOOD BLOCKING

CONDUIT PER PLAN
TYPICAL - (2) 16d NAILS @ EACH END OF BLOCKING

LEVELING FITTING

AIRCRAFT CABLE

CANOPY AIRCRAFT CABLE
TYPE 'F' LIGHTING FIXTURE.

WEIGHT: 2.3 LBS/FT.

TYP. STRUCTURAL

FRAMING

CEILING
(4)#10x1 1/4"

WOOD SCREWS

STEM W/FEEDERS ROUTED
INSIDE

SWIVEL MOUNTING PLATE

J-BOX AT FEED END ONLY

COORDINATE

PENETRATION WITH

STRUCTURAL
CANOPY

MOUNTING PLATE
W/1/4"-20 ROD

CABLE RETAINER

LEVELING FITTING
JOISTS PER ARCH. PLANS

LIGHT FIXTURE
(2)8d NAILS EA. END

NAIL BAR HANGER

TO JOIST

CEILING

BAR HANGER FURNISHED
WITH FIXTURE, (2) PER
FIXTURE.

LAY-IN LIGHT

FIXTURE PER PLAN

CROSS T-BAR,

TYPICAL

CEILING TILE,

TYPICAL
A MINIMUM OF (2) SUPPORT WIRES AT

OPPOSITE CORNERS OF EACH LIGHT
FIXTURE. ELECTRICAL CONTRACTOR SHALL

COORDINATE FIXTURE LOCATIONS WITH THE
CONTRACTOR.

FLEX CONDUIT WITH ALL NECESSARY
FITTINGS TO J-BOX PER PLANS. PROVIDE
#12 BRANCH WIRING & #12 GROUND BOND
TO LIGHT FIXTURE.

GRID SUPPORT

BY OTHERS

MAIN T-BAR RUNNERS,

TYPICAL
ADJUSTABLE "T-BAR" LOCK CLIP FOR

POSITIVE ATTACHMENT OF FIXTURE
TO T-BAR. PROVIDE (2) @ EACH END
OF FIXTURE.

CONDUIT PER PLANS
1/2" MIN.

WASHERS TO PENETRATE,
(2) 1/4" LAG BOLTS w/
4x OUTLET BOX

BLOCKING BETWEEN STUDS
PROVIDE 2 x 4 BLOCKING w/
SIMPSON U24 @ EA. END

FINISH WALL

BOX EXTENSION RING

EXTERIOR WALL

FIXTURE

PER PLAN
BOND CONDUIT TO POLE w/GROUND LUG.

ROUND CONCRETE BASE (BELOW GRADE)

ROUND CONCRETE BASE (ABOVE GRADE)
BRANCH CIRCUIT CONDUIT PER PLANS.

FULL BASE COVER
45° CHAMFER

FINISH GRADE

GROUT AS REQUIRED
2'-0"
3'-6"
2'-6"

SEE LUMINAIRE

SCHEDULE
U.G. JUNCTION BOX

PER PLAN (CHRISTY
"N9")
LUMINAIRE. SEE LUMINAIRE

SCHEDULE

INSTALL ANCHOR BOLTS PER

MANUFACTURERS INSTRUCTIONS
REBAR CAGE, (6) #6 VERTICAL LAPPED,
MINIMUM 30" WITH ANCHOR BOLTS (PER
MANUFACTURERS RECOMMENDATIONS).

PROVIDE #3 HOOP TIES @ 12"O.C., TYP.

LUMINAIRE POLE. SEE LUMINAIRE

SCHEDULE

HANDHOLE
(4) #3 TIES AT 4" O.C. IN TOP OF BASE POLE

BRANCH CIRCUIT CONDUIT TO
NEXT DEVCIE, PER PLANS.
3" CLR.
3" CLR.

COIL 15' OF #6 BARE COPPER GROUND

CONDUCTOR IN CONTACT WITH EARTH

BENEATH POLE BASE PIER

GROUNDING LUG
FIXTURE HEAD WEIGHT: 13.2 LBS
LMRC-213
Dimming Room
Controller
LMDC-100 LMLS-500
Photosensor
RJ45
(Typical)
LMSW-105
Red
Neutral Wht
Yel
Blu
Vio
Gry
Vio
Gry
Vio
Gry
Vio
Gry
Vio
Gry
Vio
Gry
0-10VDC Dimming
Ballast required.

Unswitched
Hot Blk
120/277
Earth
Ground
Grn
LMRJ Series Pre-Terminated
Cables or CAT5e. Free Topology
& Splitter Acceptable.
(Add as required)

SEE LIGHTING PLANS FOR
REQUIRED DLM DEVICES.

SEE LIGHTING PLANS FOR

REQUIRED LMRC CONFIGURATION

TERMINATE TO NEAREST
DLM DEVICE. CONTINUE
AS NECESSARY.

SEE LIGHTING PLANS FOR
MOTION SENSOR LOCATIONS.

TERMINATE TO NEAREST
DLM DEVICE. CONTINUE
AS NECESSARY.

SEE LIGHTING PLANS FOR
DAYLIGHT SENSOR LOCATIONS.

TERMINATE TO NEAREST
DLM DEVICE. CONTINUE
AS NECESSARY.

SEE LIGHTING PLANS FOR
DIGITAL WALL DIMMER LOCATIONS.

Class 2 0-10 Volt
Control Wiring
NOTE:

ALL PRODUCTS SPECIFIED OR INDICATED HEREIN TO BE PROVIDED AS A WIRED PRODUCT SHALL NOT BE SUBMITTED WITH A WIRELESS PRODUCT AS PROPOSED SUBSTITUTION. ONLY ITEMS SPECIFICALLY IDENTIFIED TO BE PROVIDED AS A WIRELESS PRODUCT MAY HAVE A PROPOSED SUBSTITUTION WITH ANOTHER WIRELESS PRODUCT.

Lighting
Load
"c"
Lighting
Load
"a"
Lighting
Load
"b"
8, 16, 32, 48

GREENMAX RELAY

CABINETS

OR EQUAL

ELECTRICAL

PANEL(S)

ELECTRICAL
FEED

ELECTRICAL

PANEL(S)

ELECTRICAL
FEED
TO LIGHTING CIRCUIT.

SEE PLANS FOR

CIRCUIT NUMBERS

RELAY PANEL COMMAND

MODULE WITH TIME BASED

AND ASTRONOMICAL

CONTROL FUNCTIONS
NOTES:

1. PROVIDE CONTROL PANEL WITH INTEGRAL ASTRONOMICAL TIME CLOCK.

2. THE PANEL SHALL BE CAPABLE OF DEMAND RESPONSE. SEE WIRING DIAGRAM ON SHEET

3. BEST PRACTICES TO FEED SAME SIDE AS LOAD RELAY(S). CABINET HAS BOTTOM WIREWAY CONNECTING SIDE WIREWAYS.

4. CONSULT FACTORY DOCUMENTS FOR LOADING WITH EMERGENCY AND NORMAL CIRCUITS.

5. USE REMOTE LOW VOLTAGE INPUT CABINETS WHEN ADDITIONAL POWER FOR GREENMAX DIGITAL CONTROLS IS REQUIRED, OR WHEN UP TO 16 ADDITIONAL LOCAL ANALOG INPUTS ARE NECESSARY.

6. ONLY EIGHT(8) CONTROLLED LIGHTING CIRCUITS ARE SHOWN. ADDITIONAL CIRCUITS MAY BE SPECIFIED TO BE PROVIDED ON FLOOR PLANS.

7. PROVIDE A MINIMUM OF FOUR(4) SPARE RELAYS.

TO LIGHTING CIRCUIT.

SEE PLANS FOR

CIRCUIT NUMBERS

8. ALL PRODUCTS SPECIFIED OR INDICATED HEREIN TO BE PROVIDED AS A WIRED

PRODUCT SHALL NOT BE SUBMITTED WITH A WIRELESS PRODUCT AS PROPOSED SUBSTITUTION. ONLY ITEMS SPECIFICALLY IDENTIFIED TO BE PROVIDED AS A

WIRELESS PRODUCT MAY HAVE A PROPOSED SUBSTITUTION WITH ANOTHER WIRELESS PRODUCT.

PLUG LOAD CONTROLLER
LMPL-101
Neutral Wht
Unswitched
Hot Blk
120V
Red
Controlled
Neutral Wht
Controlled
Receptacle
Controlled
Receptacle

TERMINATE TO NEAREST
DLM DEVICE. EXAMPLE,
LMRC-ROOM CONTROLLER.

SEE LIGHTING PLANS FOR

ROOM CONTROLLER
LOCATIONS.

PROVIDE QUANTITY

PER PLANS

NEUTRAL
HOT

LINE VOLTAGE

OCCPANCY
SENSOR
0-10V

LIGHTING

FIXTURE
0-10V
0-10V

DIMMING
SWITCH

LINE VOLTAGE

OCCPANCY
SENSOR
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:18:26 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-602

DETAILS

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 NONE

SUSPENDED LINEAR FIXTURE MOUNTING
2 NONE
RECESSED MOUNTED FIXTURE IN GYP. BOARD
3 NONE

T-BAR FIXTURE MOUNTING
4 NONE

EXTERRIOR WALL MOUNTED FIXTURE
5 NONE

POLE MOUNTED LIGHT FIXTURE
6 NONE

LIGHTING CONTROL WIRING
7 NONE

LIGHTING CONTROL PANEL
8 NONE

PLUG LOAD CONTROLLER
9 NONE

OCCUPANCY SENSOR SWITCH WIRING DIAGRAM
NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
GAS PIPE BOND 1"C.,
1#1/0 BC TO METALLIC

GAS PIPE
UFER GROUND 25'-0" OF 1#2/0
BC ENCASED IN 2" MIN.

CONCRETE FOOTING.

FIRE SPRINKLER PIPE BOND;
1"C., 1#1/0

STRUCTURAL STEEL
BOND. 1"C., 1#2/0 BC TO
BLDG. STEEL

COLD WATER PIPE BOND
1"C., 1#2/0 BC TO

METALLIC COLD WATER
PIPE WITHIN BUILDING.

GROUND BAR WITH LUGS 1/4"x4"x24".

MOUNT 24" ABOVE FLOOR. REFER TO
GROUND BAR DETAIL.

TO MAINN

SWITCHBOARD 'MSB AB'
NOTES:

1. TYPICAL AT EACH BUILDING.

2. UFER GROUND, 25' BARE COPPER CONDUCTOR ENCASED IN CONCRETE FOOTING 3" FROM BOTTOM.

3. PROVIDE A MINIMUM OF (2) GROUND RODS PER CEC 250.53(2).

4. PROVIDE BOND TO BUILDING STEEL, METALLIC COLD WATER PIPE, MAIN GAS PIPE AND FIRE SPRINKLER PIPE AT BUILDINGS WHERE APPLICABLE.

5. PROVIDE GROUND CONDUCTOR TO IT ROOM/IDF SIZED PER BICSI STANDARDS UNLESS OTHERWISE NOTED, WHERE APPLICABLE.

MDF ROOM

GROUND BUS
SEE 2/E-603
1"C., 1#1/0

MAIN GRND BUS

GROUND BAR WITH LUGS
1/4"x2-1/2"x24", UNLESS NOTED

OTHERWISE ON THE FLOOR
PLANS OR ONE LINE DIAGRAM.

MOUNT AT MDF ROOM

BACKBOARD

PREDRILLED BOLT
HOLES
2"
4"
1"
24" MIN.
2"
MIN.
5"
1/4"
1"
COPPER
GROUND
BAR

INSULATED SPACER

WALL MOUNTING

BRACKET

STEEL EXPANSION
ANCHOR
NOTES:

1. PROVIDE A MINIMUM OF 1 MOUNTING POINT PER 12" OF BAR LENGTH.

2. PROVIDE QUANTITY OF PREDRILLED STANDARD NEMA BOLT

HOLES SIZED AND SPACED AS REQUIRED FOR CONNECTIONS
USED.

3. FOR ALL ADDITIONAL INSTALLATION REQUIREMENTS REFER
TO SPEC SECTIONS 26 05 26.

SECTION ELEVATION

ISOMETRIC
CHRISTY #N9 WITH CONCRETE
LID #N9T & HOLD DOWN BOLTS
LABELED "GROUND"
MIN. 6" CRUSHED ROCK
ROD. 3/4" DIA. x10' LONG

COPPER CLAD GROUND

DRAIN BASE
LOOP TO GND ROD.
#2 B.C. GROUND CONDUCTOR

EXOTHERMIC WELD CONDUCTOR
30" MIN.
8"
12"
FINISHED A.C. PAVING OR GRADE

FROM BUILDING

PANEL OR

GROUND BAR

TO NEXT

GROUND ROD

AS APPLICABLE
NOTE: PROVIDE A MINIMUM OF (2) GROUND RODS PER CEC 250.53(A)(2).

V

REFERENCE

GROUND RODS
75' MIN.

P1
C1
P2
C2

INSULATED CONDUCTORS
75' MIN.

BE 5 OHMS MAXIMUM.

PERMANENT GROUND

ROD TO BE TESTED

GROUND ROD SHALL
NOTE: RESISTANCE OF
75' MIN.

FLUKE 1623-2 GEO EARTH

GROUND RESISTANCE
METER, OR EQUAL.

FALL OF POTENTIAL TEST METHOD
NOTES:

1. POWER EQUIPMENT OR SYSTEMS WITH CAPACITY OF 500KVA OR LESS: 10 OHMS.

2. POWER EQUIPMENT OR SYSTEMS WITH CAPACITY OF 500 TO 1000KVA: 5 OHMS.

3. POWER EQUIPMENT OR SYSTEMS WITH CAPACITY GREATER THAN 1000KVA: 3 OHMS.

4. POWER DISTRIBUTION UNITS OR PANELBOARDS SERVING ELECTRONIC I.T. EQUIPMENT: 3 OHMS.

5. MAN-HOLE GROUNDS: 10 OHMS.

FALL OF POTENTIAL 3-POINT TEST:

GROUND RING, I.E. 10 BY 10 RING, 14' DIAGONAL LENGTH ISOLATION FROM UTILITY NEUTRAL PROBE Z IS DRIVEN A DISTANCE OF 10 TIMES DIAGONAL LENGTH OF THE GROUNDING ROD SYSTEM (ROD X). A SECOND

PROBE (Y) IS PLACED IN LINE AT A DISTANCE FROM ROD X EQUAL TO THE DIAGONAL LENGTH OF THE GROUNDING SYSTEM.

SIGNAL GENERATOR
WIRE
(X) (Y) (Z)
10FT ROD 62FT =ROD LENGTH x 10
100FT

AT THIS POINT, A KNOWN CURRENT IS APPLIED ACCROSS X & Z, WHILE THE RESULTING VOLTAGE IS MEASURED ACROSS X & Y. OHMS LAW APPLIED R=V/I. THEN (Y) MOVED TO 2 TIMES THE DIAGONAL LENGTH, THEN MOVE OUT TO 3 TIMES(3X), 4X, .. 9X THE DIAGONAL LENGTH TO COMPLETE THE 3 POINT TEST WITH A TOTAL OF NINE RESISTANCE MEASUREMENTS.

TOP OF BOX AND

CONCRETE COLLAR

SHALL BE FLUSH

WITH FINISHED

ROADWAY

EXOTHERMIC WELD JUMPER

TO GROUND RODS
#4 COPPER GROUNDING BOND
JUMPER BETWEEN LIDS.

PROVIDE LENGTH WITH SLACK

AS REQUIRED TO COMPLETELY
REMOVE LID FROM BOX.

FINISHED

ROADWAY
STEEL CHECKER PLATE H/20

RATED LID(S) WITH HOLD DOWN
BOLTS.

COMPACTED FILL

OR UNDISTURBED
SOIL

CLEAN CRUSHED

ROCK SUMP
5/8" X 10' COPPER CLAD

GROUND ROD, TYPICAL
OF (2).

TO SECOND

GROUND ROD
#4 COPPER GROUNDING BOND
JUMPER. PROVIDE LENGTH WITH

SLACK AS REQUIRED TO COMPLETELY
REMOVE LID FROM BOX.

EXTENSION RING(S). PROVIDE
QUANTITY AS REQUIRED, (1)
MINIMUM.

H/20 TRAFFIC RATED

ELECTRICAL BOX
1/2" SLEEVE NUT W/ BRASS BOLT,
TYPICAL FOR EACH LID.

NOTES:

1. PROVIDE H/20 TRAFFIC RATED BOXES IN ALL LOCATIONS WITH VEHICLE TRAFFIC

2. CONTRACTOR SHALL PROVIDE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR H/20 TRAFFIC RATING REQUIREMENTS AS PART OF THE SUBMITTALS.
3" MIN.

ALL AROUND
6" MIN.
6" MINIMUM CONCRETE COLLAR

AROUND PULL BOX PER

MANUFACTURER'S

INSTALLATION REQUIREMENTS
2" MIN.

ALL "SPARE" OR UNUSED 24" MIN.

CONDUITS SHALL BE LOCATED

ON THE TOP OF ALL CONDUITS
ENTERING BOX FROM THE SIDE.

BELL END, TYPICAL.

TOP OF BOX TO BE FLUSH
WITH FINISHED HARDSCAPE.

FINISHED HARDSCAPE.

CONCRETE LID WITH LOCK BOLTS.

ELECTRICAL BOX
EXTENSION RING(S).

PROVIDE QUANTITY AS
REQUIRED, (1) MINIMUM.

IN LANDSCAPE IN HARDSCAPE

BOTTOM OF TRENCH

BELL END, TYPICAL
3/8"-3/4" COMPACTED

GRAVEL BASE
3/4" X 8' COPPER

CLAD GROUND ROD

EXOTHERMIC WELD JUMPER

TO GROUND RODS
1/2" SLEEVE NUT W/

BRASS BOLT, TYPICAL
FOR EACH LID.

TOP OF BOX TO BE FLUSH
WITH FINISHED GRADE.

FINISHED LANDSCAPE.

STEEL CHECKERPLATE LID WITH
LOCK BOLTS.
2 1
2 1
24", MIN.
6", MIN.
2" MIN.
3 3
KEY NOTES:

WHERE CONDUITS SERVE INCOMING AND OUTGOING CIRCUITS KEEP RISERS SEPARATED INSIDE PULLBOX TO ALLOW FOR SLACK CONDUCTORS.

TOPS OF CONDUITS MUST NOT EXTEND INTO PULLBOX MORE THAN 1/3 OF THE TOTAL AVAILABLE INSIDE BOX HEIGHT. IN ORDER TO ALLOW ADEQUATE SPACE FOR CABLE SLACK.
#4 COPPER GROUNDING BOND JUMPER BETWEEN LIDS. PROVIDE LENGTH WITH SLACK AS REQUIRED TO COMPLETELY REMOVE LID FROM BOX.

REFER TO PLAN ON
SHEET E-205 FOR

QUANTITY AND SIZE OF

CONDUITS

REFER TO PLAN ON
SHEET E-205 FOR

QUANTITY AND SIZE OF

CONDUITS

REFER TO PLANS FOR

QUANTITY AND SIZE OF

PULL BOXES
SECURE PULL BOX TO ROOFING W/ 3/8"
x 3-1/2" LAG BOLTS WITH NUT &
WASHER. MIN (4) PER BOX

EXTERIOR WALL

FINISHED ROOF
4' MIN
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:18:27 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-603

DETAILS

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 NONE

MAIN GROUND BUS
2 NONE

MDF ROOM GROUND BUS
3 NONE

GROUND BAR DETAIL
4 NONE

GROUND ROD AND INSPECTION WELL
5 NONE

METHOD OF TESTING GROUND RODS
6 NONE

TRAFFIC RATED PULL BOX
7 NONE

NON-TRAFFIC RATED PULL BOX
8 NONE

ROOF MOUNTED PV J-BOX
NO. DATE DESCRIPTION

BID SET (PRELIMINARY)

WASHER & LOCKNUT

LOCKING SQUARE

WASHER & LOCKNUT
3/8" MIN GALVANIZED
THREADED ROD, TYP.
12GA BRACING WIRE WITH
4 TIGHT TURNS IN 1.5"
BOTH ENDS OF WIRE, TYP.
3 x 1 x 3/8 BENT PLATE

TYPICAL AT THREADED ROD

WHERE BRACING IS REQUIRED
3/8" MIN. GALVANIZED THREADED ROD, TYP.

REFER TO STRUCTURAL OR

ARCHITECTURAL DRAWINGS FOR

THREADED ROD ATTACHMENT

REFER TO PLANS FOR QUANTITY

AND SIZE OF CONDUITS
CONDUIT CLAMP.

SIZE AS REQUIRED.

LENGTH AS REQUIRED

INTEGRAL GALVANIZED

LIPPED STEEL
MOUNTING CHANEL.

NOTES:

1. FILL CAPACITY FOR LOW VOLTAGE APPLICATIONS: 2" CRADLE: UP TO 95 EA. 4-PAIR UTP OR 2-STRANDED FIBER OPTIC CABLE OR 70 EA. CAT6. 3-1/2" CRADLE: UP TO 240 EA. 4-PAIR UTP OR 2-STRAND FIBER OPTIC CABLE OR 225 EA. CAT6.

2. MAXIMUM SUPPORT SPACING: 4 TO 5 FEET.

3. MAXIMUM TOTAL UNIFORM LOAD, 10 LBS/SF. MAXIMUM LOAD PER "COMFORT CRADLE", 25 LBS.

4. MAXIMUM TOTAL PER HANGER, 45 LBS.

5. PROVIDE A MINIMUM WORKING CLEARANCE OF 18" ON THE CABLE PLACEMENT SIDE OF THE CABLE SUPPORTS.

6. DETAIL WILL APPLY TO CABLE TRAY, PROVIDE LONGITUDINAL BRACING PARALLEL CABLE TRAY AT 20'-0" MAX. SPACING, EACH SIDE OF TRAY.

CONDUIT CLAMP. SIZE AS REQUIRED.

REFER TO PLANS FOR QUANTITY AND

SIZE OF CONDUITS
3/8" MIN. GALVANIZED THREADED ROD,
TYP.

INTEGRAL GALVANIZED LIPPED STEEL
MOUNTING CHANEL.

LOCKING SQUARE WASHER AND

LOCKNUT

UV-INHIBITED POLYCARBONATE OR

HIGH-DENSITY POLYPROPYLENE
PLASTIC BLOCK. LENGTH AS
REQUIRED.

NOTE: PROVIDE CONDUIT SUPPORT AT MAXIMUM OF 10' APART

JUNCTION BOX

PER PLANS
CADDY B18 SERIES

COMBINATION BOX/
CONDUIT HANGER.
1/4" ALL-THREAD ROD

SUPPORT WIRES ADDED FOR

ELECTRICAL WIRING METHOD

SUSPENDED CEILING

SYSTEM PER

ARCHITECTURAL PLANS

LIGHT FIXTURE PER PLANS

CONNECT SUPPORT WIRES

TO SUSPENDED CEILING FOR
WIRE STABILITY.

IN ACCORDANCE WITH CEC 300.11, RACEWAYS, CABLE ASSEMBLIES, BOXES, CABINETS, AND FITTINGS SHALL NOT BE SECURED TO, OR SUPPORTED BY, THE CEILING ASSEMBLY, INCLUDING THE CEILING SUPPORT WIRES. AN INDEPENDENT MEANS OF SECURE SUPPORT SHALL BE PROVIDED AND SHALL BE SECURED AT BOTH ENDS. IN

FIRE-RATED ASSEMBLIES THE INDEPENDENT SUPPORT WIRES SHALL BE DISTINGUISHABLE BY COLOR, TAGGING, OR OTHER EFFECTIVE MEANS FROM THOSE THAT ARE PART OF THE FIRE-RATED DESIGN.

UL APPROVED
CADDY CLIPS, TYP.

CEILING SUPPORT WIRES
(NO ELECTRICAL SUPPORT

PERMITTED)
ROD Ø
3/8"
'L' MAX
10"
1/2" 14"
5/8" 16"
3/4" 20"

ROD STIFFENER

SCHEDULE
ROD STIFFENER - 'B-LINE' #SC228, TYP.

CONDUIT PER PLANS
SECURE 3/8" MIN. ALL THREAD ROD TO CEILING
STRUCTURE SEE7/E10.15.2 FOR ATTACHMENT TYPES.
'B-LINE' #B22; 1 5/8" x 1 5/8", 12 GA. STEEL.
6" MAX.
6" MAX.

X"

PROVIDE LONGITUDINAL

AND TRANSVERSE

BRACING WHERE
REQUIRED. SEE 8/E10.15.2 FOR REQUIREMENTS.

NOTES:

1. WHERE 'X' = 24" OR LESS, ROD STIFFENERS ARE NOT
REQUIRED.

2. PROJECT MAX LOAD: 15 LBS/FT.

3. CHANNEL TRAPEZE SHALL BE SPACED MAX. 6'-0" O.C.

4. AIRCRAFT CABLE MAY BE OMITTED WHEN HANGER ROD
LENGTH DOES NOT EXCEED 12".
'B-LINE' #B22A; 1-5/8" x 3-1/4", 12 GA. STEEL.

L"

STUD WALL W/ GYP SHEATHING ONE

OR BOTH SIDES (SIMILAR AT
CONDITION W/O GYP. SHEATHING).
1-5/8" x 3-1/4", 1-5/8" x 7/8", OR 1-5/8" x
12 GA. SINGLE CHANNEL STRUT. 20"
MIN. LENGTH SPAN (2) STUDS. ATTACH
TO METAL STUD WITH #10 x 2" LONG
SHEET METAL SCREWS.

CONDUIT CLAMP. SIZE AS REQUIRED.

REFER TO PLANS FOR QUANTITY &
SIZE OF CONDUITS. (UP TO 1-1/2" DIA.)
NOTES:

1. SUPPORTS AT 6'-0" O.C. MAX.

2. VERTICAL APPLICATION TO SINGLE STUD SIMILAR. STRUT TO BE 4" LONG MIN. MAXIMUM WEIGHT + 10 PLF.
2" DOUBLE FOLD ROOF
S-5-U MINI CLAMP

SEE ICC-ES EVALUATION
REPORT ESR-3869 FOR

REFERENCE

EDGE CONDITION MID CONDITION

SOLAR PANEL SOLAR PANEL SOLAR PANEL
S-5! PVKIT 2.0 CLAMP,

EDGE GRAB / STANDOFF

ASSEMBLY
S-5! PVKIT 2.0 CLAMP,

MID GRAB / STANDOFF

ASSEMBLY

END VIEW

ATTACHMENT TO ROOF

SOLAR PANEL

TOP VIEW
S-5!
PVKIT 2.0 CLAMP,
EDGE GRAB, TYP.

S-5!
PVKIT 2.0 CLAMP,
MID GRAB, TYP.
2" DOUBLE FOLD SEAM
MAGNA-LOC 180 FLAT

METAL SEAM ROOF

SECTION A-A
A
A
TORQUE SETSCREW 130
TO 150 INCH-POUNDS

PER MANUFACTURER'S

SPECIFICATIONS

PROVIDE FIELD TESTING OF SOLAR PANEL SYSTEM

CONNECTING DEVICE TO STANDING SEAM METAL ROOF
PER DSA IR 16-8, 5.1.3.1.

SOLAR PANEL PULL TEST REPORT SHALL INCLUDE:

NUMBER OF TESTS PERFORMED AT EACH BUILDING IN
EACH WIND ZONE.

ANY FAILURES DURING TESTING.

ANY NOTICEABLE DEFORMATION AFTER TESTING.

FIELD TESTS ARE REQUIRED TO VERIFY PROPER INSTALLATION OF THE SEAM CONNECTING DEVICE. AFTER ALL THE CONNECTING DEVICES HAVE BEEN INSTALLED, TEST A MINIMUM OF 20 CONSECUTIVE DEVICES TO TWICE THE MAXIMUM ALLOWABLE STRESS DESIGN (ASD) WIND

UPLIFT LOAD TRIBUTARY TO THE CONNECTING DEVICE BASED ON THE WIND PRESSURE AT AREAS OF DISCONTINUITY SUCH AS ROOF EDGES AND RIDGES. IF THERE IS NO FAILURE IN 20 CONSECUTIVE TESTS, TEST 10 PERCENT OF THE REMAINING INSTALLED CONNECTING DEVICES. IF FAILURE OCCURS BEFORE 20 CONSECUTIVE SUCCESSFUL TESTS ARE COMPLETED, THEN ADDITIONAL TESTS SHALL BE PERFORMED UNTIL 20 CONSECUTIVE SUCCESSFUL TESTS ARE COMPLETED, THEN CONTINUE AT A RATE OF 10 PERCENT ON THE REMAINING INSTALLED DEVICES.

71.7"
40"
16"
2"
20# MAX.

METAL DECK
(NO CONCRETE FILL)
DOTTIE 'SSM38BR' 3/8 - 16

ROD HANGER METAL DRILL

SCREW BOTTOM MOUNT
3/8" DIA. THREADED ROD
NOTES:

1. UPON INSTALLATION OF ROD HANGER TO METAL DECK,

CONTRACTOR TO PATCH AND REPAIR DAMAGE TO (E)
SPRAY APPLIED FIREPROOFING. RESTORE TO ORIGINAL
FIREPROOFING THICKNESS AND FIRE RATING.
50# MAX.

METAL DECK
(NO CONCRETE FILL)
(2) #10 SMS EACH LOW
FLUTE (2 FLUTES MIN.)
1-5/8" x 3-1/4", 1-5/8" x 7/8", OR
1-5/8" x 1-5/8" x 12GA

SINGLE CHANNEL STRUT

CHANNEL NUT
3/8" DIA. THREADED ROD,

W/ LARGE FLAT WASHERS
AND DOUBLE NUTS.

NOTES:

1. UPON INSTALLATION OF SMS TO UNISTRUT TO METAL

DECK, CONTRACTOR TO PATCH AND REPAIR DAMAGE TO
(E) SPRAY APPLIED FIREPROOFING. RESTORE TO
ORIGINAL FIREPROOFING THICKNESS AND FIRE RATING.

NOTE:

FURNISH & INSTALL (8) CABLE TYPE "H" THE ENTIRE LENGTH OF ALL DATA COMPARTMENTS FOR TERMINATION/CONNECTION BY OWNER.

LEGRAND #40000 SERIES RACEWAY

THE POWER COMPARTMENT OF THE WIREWAY SHALL BE WIRED THROUGHOUT WITH CIRCUIT CONDUCTOR PER PLAN TO ALL RECEPTACLES.
32" O.C., U.O.N.
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:18:27 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-604

DETAILS

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 NONE

CONDUIT TRAPEEZE
2 NONE

ROOF CONDUIT SUPPORT
3 NONE

SUSPENDED CONDUIT SUPPORT
4 NONE

CONDUIT TRAPEZE - DUBLE SIDED
5 NONE

VERTICAL CONDUIT SUPPORT
6 NONE

PV MOUNTING DETAIL
7 NONE

ROD TO METAL DESK
8 NONE

PWR & SIG WIREWAY DETAIL
NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
METER
WINDOW

SERVICE ENTRANCE

PEDESTAL

DISTRIBUTION

SECTION
TESCO #24-400 PEDESTAL:
400A 208/120, 3 PH, 4 WIRE
400A MAIN LUGS
(20) 40/2 BRANCH BREAKERS
22,000 AIC
NEMA 3R

SERVICE ENTRANCE

HOUSEKEEPING
PAD PER 3/E-605

PEDESTAL

ENCLOSURE
60"
36"
24"

HOUSEKEEPING
PAD PER 3/E-605
36"
24"
60" MAX

FLAT WASHER, LOCK WASHER,
AND NUT.

PEDESTAL
WEIGHT:
1000 LBS. MAX.
1/2" DIA. HILTI KWIKBOLT KB-TZ2 SS304 WITH 3-1/4"

MINIMUM EMBEDMENT IN HOLES PROVIDED AT EACH
CORNER OF EACH SECTION. TEST 50% OF ANCHORS
TO 40 FT-LBS TORQUE.

SWITCHBOARD ENCLOSURE, TYPICAL
COMPACTED #2 ROADBASE 6" SUB-GRADE
TO 95% MINIMUM DRY DENSITY, EXTEND
COMPACTION ZONE TO 3'-0" BEYOND
PERIMETER OF SLAB.
12" THICK CONCRETE SLAB WITH #4
REBAR TOP AND BOTTOM @ 12" O.C. EA.

WAY, LOCATE 3" CLEAR FROM BOTTOM

OF SLAB
5" MINIMUM CENTER LINE OF ANCHOR BOLT TO
EDGE OF SLAB ALL AROUND.

SEE 2/E-605 ANCHOR BOLT SPECIFICATION.

NOTES:

1. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF 3,000 PSI MINIMUM.

2. REBAR SHALL BE ASTM A615 GRADE 60.

3. CONCRETE MIX SHALL CONTAIN MIN. OF 5 SACKS OF CEMENT PER CUBIC YARD WITH A WATER:CEMENT RATIO OF .5 MAXIMUM.

4. CONCRETE SHALL HAVE 4" MAX. SLUMP & 1" MAX. AGGREGATE PER ASTM C33.

5. INSTALL UFER GROUND CONDUCTOR AROUND PERIMETER OF SLAB, NEAR BOTTOM WITH MINIMUM 3" ENCASEMENT WHERE SPECIFIED. BOND TO REBAR WITH EXOTHERMIC WELD.

6. PAD SHALL EXTEND OUT 36" MIN. FROM FRONT OF SWITCHBOARD. (E) ASPHALT 2" MIN. 2" CLEAR
3" CLEAR
10"
3" MIN.

CLEAR, TYP

INVERTER

HOUSEKEEPING
PAD PER 3/E-605

BATTERY

STORAGE

ENCLOSURE
WEIGHT: 2095 LBS

EMERGENCY
STOP
BUTTON
KEYED

CABINET DOOR
HANLE

HOUSEKEEPING
PAD PER 3/E-605
2 X ∅0.8" 4 X R0.3"
2 X 1.2"

TOP VIEW

28.9"

46.6"
88"
24" 24"
24"
24"
73"
92"
Hilti Firestop Systems
System No. W-L-1054

SECTION A-A
A
Reproduced by HILTI, Inc. Courtesy of
Underwriters Laboratories, Inc.

January 23, 2015
A
1A
3 2 1B
C

CLASSIFIED
R
Classified by
Underwriters Laboratories, Inc.
to UL 1479 and CAN/ULC-S115
US
ANSI/UL1479 (ASTM E814) CAN/ULC S115
F Ratings —1 and 2 Hr (See Items 1 and
3)
F Ratings — 1 and 2 Hr (See Items 1 and
3)
T Rating — 0 Hr FT Rating — 0 Hr
L Rating at Ambient — Less Than 1
CFM/sq ft
FH Ratings —1 and 2 Hr (See Items 1
and 3)
L Rating at 400 F — Less Than 1 CFM/sq
ft FTH Rating — 0 Hr
FTH Rating — 0 Hr
L Rating at Ambient — Less Than 1
CFM/sq ft L Rating at 400 F — Less Than
1 CFM/sq ft

1. Wall Assembly — The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. (102 to 152 mm) wider and 4 to 6 in. (102 to 152 mm) higher than the diam of the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. (51 to 76 mm) clearance is present between the penetrating item and the framing on all four sides.

B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 32-1/4 in. (819 mm) for steel stud walls. Max diam of opening is 14-1/2 in. (368 mm) for wood stud walls.

The F and FH Ratings of the firestop system are equal to the fire rating of the wall assembly.

2. Through-Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. (57 mm). Pipe may be installed with continuous point contact. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe — Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe — Nom 30 in. (762 mm) diam (or smaller) cast or ductile iron pipe.

C. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or 6 in. (152 mm) . diam steel conduit.

D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing.

E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) regular (or heavier) copper pipe.

3. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the pipe wall interface on both surfaces of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/23/2024 1:18:32 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt E-605

DETAILS

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 NONE

EV PEDESTAL DETAIL
2 NONE

PEDESTAL ANCHORAGE DETAIL
3 NONE
12" CONCRETE HOUSEKEEPING PAD DETAIL
4 NONE

PV BATTERY STORAGE DETAIL
5 NONE

FIRESTOP DETAIL - GYP
6 NONE

FIRESTOP DETAIL - PUTTY PADS
1 NO. DATE DESCRIPTION
1 08/28/2024 PC Comments

BID SET (PRELIMINARY)
F

DEVICE MOUNTING DETAIL

TYPICAL FIRE ALARM

FINISHED FLOOR

FINISHED CEILING
F.A. STROBE/HORN, TYPICAL
F.A. STROBE OR COMBINATION
90"
96" MAX.
+42"
1 2
3 4
1 3 4
NFPA 18.4.8.1 *WHERE CEILING HEIGHTS ALLOW, AUDIBLE APPLIANCES SHALL HAVE THEIR TOPS AT HEIGHTS ABOVE FINISH FLOOR OF NOT LESS THAN 90" AND BELOW FINISHED CEILING OF NOT LESS THAN 6".

NFPA 18.5.4.1 VISUAL APPLIANCES SHALL HAVE ENTIRE LENS AT HEIGHTS ABOVE FINISHED FLOOR OF NOT LESS THAN 80" AND NO GREATER THAN 96" OR 6" BELOW CEILING, WHICHEVER IS LOWER.

NFPA 17.14.4 THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL NOT BE LESS THAN 42" AND NOT MORE THAN 48" ABOVE THE FLOOR.

MAINTAIN CONSISTENT HEIGHTS THROUGH OUT PROJECT.

INSTALL CEILING ACCESS PANEL AT ALL NON-LAYIN TYPE CEILINGS, WHERE HEAT DETECTOR ABOVE CEILING IS INDICATED.

F.A. ABOVE CEILING HEAT DETECTOR,
MOUNT TO UNDERSIDE OF BEAM.
5 5
72"

TOP OF PANEL
F.S.R. BELL
DETAIL NOTES:

FA SPEAKER OR

FA HORN, MOUNT
AT 90" MIN.

F.A. SPEAKER/STROBE
80" MIN.
2 2
+48"
6"

BOTTOM OF DEVICE

SYNCHRONIZATION MODULE
FACP
DSM

PULL DOWN

FIRE ALARM
1 SCALE: NONE
F
LCD
S
F
AIM
AIM
X
15 D
X
FACU
SRD
LF
X
WP
X
DSD

FIRE ALARM SYMBOLS LIST

CONDUIT/SURFACE RACEWAY, SIZE AS REQUIRED

HOMERUN TO CONTROL PANEL OR RESPECTIVE TERMINAL

SYMBOL REFERING TO KEYED NOTE ON SAME SHEET

ABBREVIATION LIST
@
A
AC
A/C
AF
AFF
AIC
AT
AWG
BC
BD
BFC
BRKR
BLDG
BPS
C
C/B
CIRC
CLG
CO
CONT
CU
CWP
(D)
DC
DISC
DP
(E)
E/W
EA
EL
ELEC
EM
EMT
EOL
EQUIP
(ER)
EWC
EWH
(F)
FACP
FACU
FATC
FBO
FLUOR
FT
GA
GFCI
GND
GP
GYP
HID
HP
HT
HZ
IMC
IN
ISC
ISO
J-BOX
KCMIL
KVA
KW
LCP
LV
MCM
MECH
MDP
MH
MISC
MSB
(N)
NIC
NIES
NL
NO, #
NTS
OC
P
PB
PFB
PFCT
PH, Ø
PLYWD
PNL
PR
PVC
(R)
REQD
RM
RMC
(RR)
SPEC
STC
SQ
SW
TEL
TTB
TYP
UG
UON
V
WP
WT
W
W/
XFMR
&
AT
AMPERE

ALTERNATING CURRENT

AIR CONDITIONING

AMP FRAME

ABOVE FINISHED FLOOR

AMPERES INTERRUPTING

CAPACITY

AMP TRIP SETTING

AMERICAN WIRE GAUGE

BARE COPPER
BOARD

BELOW FINISHED CEILING

BREAKER

BUILDING

BOOSTER POWER SUPPLY

CONDUIT

CIRCUIT BREAKER

CIRCUIT

CEILING

CONDUIT ONLY, WITH PULL LINE

CONTINUOUS
COPPER

METALLIC COLD WATER PIPE

DEMOLISH

DIRECT CURRENT

DISCONNECT

DISTRIBUTION PANEL

EXISTING

EACH WITH
EACH

EVENING LIGHT

ELECTRIC

EMERGENCY

ELECTRICAL METALLIC TUBING

END OF LINE DEVICE

EQUIPMENT

EXISTING RELOCATED

ELECTRICAL WATER COOLER

ELECTRIC WATER HEATER
FUTURE

FIRE ALARM CONTROL PANEL

FIRE ALARM CONTROL UNIT

FIRE ALARM TERMINAL CABINET

FURNISHED BY OTHERS

FLUORESCENT
FOOT
GAUGE

GROUND FAULT CIRCUIT

INTERRUPT
GROUND

METALLIC GAS PIPE
GYPSUM

HIGH INTENSITY DISCHARGE

HORSE POWER
HEIGHT
HERTZ

INTERMEDIATE METALLIC CONDUIT
INCH

SHORT CIRCUIT CURRENT
(RMS SYMMETRICAL)

ISOLATED

JUNCTION BOX

THOUSAND CIRCULAR MILLS

KILO VOLT AMP

KILOWATT

LIGHTING CONTROL PANEL

LOW VOLTAGE

THOUSAND CIRCULAR MILLS

MECHANICAL

MAIN DISTRIBUTION PANEL

METAL HALIDE

MISCELLANEOUS

MAIN SWITCHBOARD
NEW

NOT IN CONTRACT

NOT IN ELECTRICAL SECTION OF
THESE PLANS & SPECS.

NIGHT LIGHT
NUMBER

NOT TO SCALE

ON CENTER
POLE

PULL BOX

PROVISION FOR FUTURE

BREAKER W/ MOUNTING

HARDWARE

PROVISION FOR FUTURE

CURRENT TRANSFORMER
PHASE

PLYWOOD
PANEL
PAIR

POLYVINYL CHLORIDE CONDUIT

RELOCATE/RELOCATED

REQUIRED
ROOM

RIGID METAL CONDUIT

REMOVE AND REPLACE

SPECIFICATION

SIGNAL TERMINAL CABINET
SQUARE
SWITCH

TELEPHONE

TELEPHONE TERMINAL BOARD

TYPICAL

UNDERGROUND

UNLESS OTHERWISE NOTED
VOLTS

WEATHERPROOF
WEIGHT
WATT
WITH

TRANSFORMER
AND

UNO UNLESS NOTED OTHERWISE
DESCRIPTION MANUFACTURER MODEL #

FIRE ALARM SYSTEM COMPONENTS
SYMBOL CSFM #
PROVIDE 18AH BATTERIES
FIRE ALARM CONTROL UNIT SILENT KNIGHT 6820 7165-0559:0500

VARIOUS VARIOUS N/A
AH-24WP-R
WBB-R
7125-0785:0131
N/A

WHEELOCK

WHEELOCK
ADDRESSABLE MANUAL PULL STATION SILENT KNIGHT SK-PULL-DA 7150-0559:0161

FREE-AIR CABLE(S) RUN IN CONCEALED SPACES

UNDERGROUND CONDUIT RUN, SIZE AS REQUIRED
1 1

MANUFACTURER DESCRIPTION USAGE

CABLE SCHEDULE
S 2#18, FPLR
#980 WEST PENN SIGNALING LINE CIRCUIT
V 2#12 FPLR
#998 WEST PENN VISUAL NOTIFICATION APPLIANCECIRCUIT (STROBES) I 2#14 FPLR
#994 WEST PENN INITIATION DEVICE CIRCUIT
A 2#16, FPLR
#990 WEST PENN
SU 2#18, FPL
#AQC224

UNDERGROUND SIGNALING LINE WEST PENN

AUDIO NOTIFICATION APPLIANCE

CIRCUIT (SPEAKERS)
VU 2#12 FPL
#AQC227 WEST PENN UNDERGROUND VISUAL NOTIFICATIONAPPLIANCE CIRCUIT (STROBES)

CIRCUIT
AU 2#14, FPL
#AQC226 WEST PENN UNDERGROUND AUDIO NOTIFICATIONAPPLIANCE CIRCUIT (SPEAKERS) P 2#18, FPLR
#980 WEST PENN POWER

R REMOTE ANNUNCIATOR OR WEST PENN REMOTE MICROPHONE
4#18, FPLR
#982
IU WEST PENN 2#14, FPL
#AQC226

UNDERGROUND INITIATION DEVICE

CIRCUIT
O.D. AREA
.168 .022
.294 .068
.210 .035
.294 .068
.146 .017
.218 .037
.146 .017
.170 .023
.244 .047
.325 .083
(INCHES) (SQ IN.)

WALL MOUNTED EXTERIOR HORN

WEATHERPROOF BACKBOX

WALL MOUNTED MULTI-CANDELA STROBE ONLY
(X = CANDELA SETTING) WHEELOCK ELSTR 7135-0785:0504

CEILING MOUNTED MULTI-CANDELA HORN/STROBE
(X = CANDELA SETTING) WHEELOCK ELHSRC 7135-0785:0504
SYSTEM RECORD DOCUMENTS BOX SPACE AGE SSU00689 N/A
SB
VB
4#16, FPLR
#992 WEST PENN
2#16, FPLR
#990 WEST PENN
SBUS
VBUS
.198
.168 .022
.031
REMOTE ANNUNCIATOR SILENT KNIGHT 6860 7165-0559:0500
ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR SK-PHOTO-W 7272-0559:0512 DETECTOR BASE WITH LOW FREQUENCY SOUNDER SYSTEM SENSOR B200S-LF-WH 7300-1653:0238

SILENT KNIGHT
(X = CANDELA SETTING)
CELING MOUNTED WEATHERPROOF HORN/STROBE WHEELOCK ASWP-2475C-FR 7125-0785:0131

WEATHERPROOF BACKBOX WHEELOCK WPBB-R N/A
(15 CANDELA RATING)
CEILING MOUNTED WEATHERPROOF STROBE ONLY WHEELOCK RSSWP-2475C-FR 7300-0785:0154

WEATHERPROOF BACKBOX WHEELOCK WPSBB-R N/A
WP
ADDRESSABLE INPUT MODULE SILENT KNIGHT SK-MONITOR 7300-0559:0155 ADDRESSABLE DUAL INPUT MODULE SILENT KNIGHT SK-MONITOR-2 7300-0559:0155

CEILING MOUNTED MULTI-CANDELA STROBE ONLY
(X = CANDELA SETTING) WHEELOCK ELSTRC 7135-0785:0504

WALL MOUNTED MULTI-CANDELA HORN/STROBE
(X = CANDELA SETTING) WHEELOCK ELHSR 7135-0785:0504
ADDRESSABLE DUCT SMOKE DETECTOR SILENT KNIGHT SK-MONITOR-2 7300-0559:0155

FIRE ALARM DEFERRED APPROVAL

THE FIRE ALARM PLAN HEREWITH THIS DRAWING SET IS SHOWN FOR DEFERRED APPROVAL AND BID PURPOSES ONLY. THE CONTRACTOR SHALL SUBMIT A COMPLETE

SET OF FIRE ALARM SUBMITTALS TO THE BUILDING DEPARTMENT FOR FIRE ALARM PLAN CHECK REVIEW. THE SUBMITTAL SHALL INCLUDE THE FOLLOWING:

1. FIRE ALARM SYSTEM OPERATIONS MATRIX

2. FIRE ALARM SYSTEM RISER DIAGRAM

3. VOLTAGE DROP & BATTERY CALCULATIONS

4. EQUIPMENT SCHEDULE

5. MANUFACTURER CUT SHEETS AND CALIFORNIA STATE FIRE MARSHAL LISTINGS

6. COMPLETE FIRE ALARM PLANS PER NFPA 72

7. COPY OF CENTRAL STATION MONITORING CONTRACT

FIRE ALARM SYSTEM NOTES SCOPE OF WORK
THE FOLLOWING IS A BRIEF DESCRIPTION OF THE SCOPE OF WORK FOR THIS PROJECT. IT IS GENERAL IN NATURE AND DOES NOT CONSTITUTE ALL THAT IS TO BE DONE NOR DOES IT INDICATE THE SEQUENCE OF INSTALLATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY COMPLETE THE WORK IDENTIFIED IN THE PLAN DOCUMENTS.

1. PROVIDE REMOTE ANNUNCIATOR IN RECEPTION

2. PROVIDE AUTOMATIC INITIATION FOR INDICATED MECHANICAL UNITS

3. PROVIDE NOTIFICATION THROUGHOUT PUBLIC AREAS OF BUILDING

1. THE INSTALLATION OF THE FIRE ALARM SYSTEM SHALL CONFORM TO THE APPLICABLE EDITION OF THE FOLLOWING CODES AND STANDARDS MATCHING WITH TITLE SHEET EDITION:
a. CODE OF FEDERAL REGULATIONS (CFR)
b. AMERICAN NATIONAL DISABILITY ACT (ADA)
c. ENVIRONMENTAL PROTECTION AGENCY (EPA)
d. FEDERAL COMMUNICATIONS COMMISSION (FCC)
e. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) f. UNDERWRITERS LABORATORIES INC. (UL)
g. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
h. NATIONAL FIRE PROTECTION ASSOCIATION 72 (NFPA 72) WITH CALIFORNIA AMENDMENTS. i. CALIFORNIA ELECTRICAL CODE (CEC)
j. CALIFORNIA BUILDING CODE (CBC)
k. CALIFORNIA FIRE CODE (CFC)

2. FIRE ALARM PACKAGE SHALL INCLUDE DETAILED SHOP DRAWINGS, CUT SHEETS, AND COPIES OF THE APPROVED CSFM (CALIFORNIA STATE FIRE

MARSHAL) LISTINGS FOR DEVICES, PROGRAMING, COMMISSIONING, STARTUP, AND ONE YEAR OF MAINTENANCE AFTER THE INSTALLATION IS ACCEPTED AND SIGNED OFF BY THE INSPECTOR OF RECORD.

3. PRIOR TO ORDERING AND INSTALLATION THE FIRE ALARM SYSTEM AND ASSOCIATED EQUIPMENT PREPARE AND SUBMIT A COMPLETE SUBMITTAL

PACKAGE COMPLETE WITH DETAILED SHOP DRAWINGS (INCLUSIVE OF CALCULATIONS AND POINT BY POINT WIRING DIAGRAMS), CUT SHEETS AND COPIES OF THE APPROVED CALIFORNIA STATE FIRE MARSHAL LISTINGS FOR EACH COMPONENT OF THE SYSTEM TO BE INSTALLED.

4. ANY DISCREPANCIES IN THE DRAWING SET WITH APPLICABLE CODES OR RECOGNIZED STANDARDS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO ORDERING AND INSTALLING EQUIPMENT.

5. INFORMATION SHOWN ON THESE PLANS RELATING TO THE EXISTING FIRE ALARM SYSTEM HAS BEEN OBTAINED FROM THE ORIGINAL AND "AS BUILT/RECORD" DRAWINGS AND FROM FIELD OBSERVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING WIRING AND RELATED CONDITIONS BEFORE PROCEEDING WITH THE EXECUTION OF WORK. MODIFICATIONS TO THE EXISTING WIRING SYSTEMS

SHALL ENSURE CIRCUIT CONTINUITY TO ALL REMAINING EXISTING DEVICES OR EQUIPMENT ASSOCIATED WITH THE EXISTING REMAINING WIRING SYSTEM.

6. A STAMPED SET OF APPROVED FIRE ALARM SHOP DRAWINGS SHALL BE KEPT ON THE JOB SITE AND USED FOR INSTALLATION. ANY DEVIATION FROM THE APPROVED DOCUMENTS, INCLUDING SUBSTITUTION OF DEVICES, SHALL BE APPROVED BY THE INSPECTOR OF RECORD. ALL DEVIATIONS SHALL BE MARKED-UP ON THE JOB SITE SET OF THE APPROVED DOCUMENTS. THE APPROVED DOCUMENTS SHALL BE KEPT UP-TO-DATE WITH ALL

DEVIATIONS (INCLUDING CONDUIT/CABLE ROUTING CHANGES, WIRING CHANGES AND DEVICE ADDRESS CHANGES) AND SHALL BE USED AS REDLINES FOR THE FINAL AS AS-BUILT SET OF DRAWINGS.

7. UPON ACTIVATION OF ANY INITIATION DEVICE THE FIRE ALARM SYSTEM SHALL TRANSMIT AN ALARM OR SUPERVISORY SIGNAL TO THE MONITORING STATION OF THE OWNER'S CHOICE.

8. UPON RECEIPT OF ANY TROUBLE CONDITION THE FIRE ALARM SYSTEM SHALL TRANSMIT A TROUBLE SIGNAL TO THE MONITORING STATION OF THE OWNER'S CHOICE.

9. THE TOTAL SOUND PRESSURE LEVEL PRODUCED BY COMBINING THE AMBIENT SOUND PRESSURE LEVEL WITH ALL AUDIBLE NOTIFICATION APPLIANCES OPERATING SHALL NOT EXCEED 110 dBA AT THE MINIMUM HEARING DISTANCE (NFPA 72, 2019 EDITION SECTION 18.4.1.2).

10. TO ENSURE THAT AUDIBLE PUBLIC MODE SIGNALS ARE CLEARLY HEARD THEY SHALL HAVE A SOUND LEVEL AT LEAST 15 dB ABOVE THE AVERAGE AMBIENT SOUND LEVEL OR 5 dB ABOVE THE MAXIMUM SOUND LEVEL HAVING A DURATION OF AT LEAST 60 SECONDS, WHICHEVER IS GREATER, MEASURED 5 FT ABOVE THE FLOOR IN THE AREA REQUIRED TO BE SERVED BY THE SYSTEM USING THE A-WEIGHTED SCALE (dBA) (NFPA 72, 2019 EDITION CBC CHAPTER 35).

11. THE ALARM AUDIBLE SIGNAL PATTERN USED TO NOTIFY OCCUPANTS OF THE NEED TO EVACUATE (LEAVE THE BUILDING) OR RELOCATE (FROM ONE AREA TO ANOTHER) SHALL BE THE STANDARD ALARM EVACUATION SIGNAL CONSISTING OF A THREE-PULSE TEMPORAL PATTERN (NFPA 72, 2019 EDITION CBC CHAPTER 35).

12. VISUAL DEVICES SHALL NOT EXCEED 2 FLASHES PER SECOND AND SHALL NOT BE SLOWER THAN 1 FLASH EVERY SECOND. THE DEVICE SHALL HAVE A PULSING LIGHT SOURCE NOT LESS THAN .0375 LUMENS PER SQUARE FEET AND MEET ADA COMPLIANCE. WHEN THERE IS MORE THAN TWO VISUAL APPLIANCES OR GROUPS OF SYNCHRONIZED VISUAL APPLIANCES WITHIN THE FIELD OF VIEW ALL APPLIANCES SHALL BE SYNCHRONIZED.

13. AN AVERAGE AMBIENT SOUND LEVEL GREATER THAN 105 dBA SHALL REQUIRE THE USE OF A VISIBLE NOTIFICATION APPLIANCE (NFPA 72, 2016 EDITION CBC CHAPTER 35).

14. THE FLASH RATE SHALL NOT EXCEED TWO FLASHES PER SECOND (2 Hz) NOR BE LESS THAN ONE FLASH EVERY SECOND (1 Hz) THROUGHOUT THE LISTED VOLTAGE RANGE OF THE APPLIANCE (NFPA 72, 2019 EDITION SECTION 18.5.3.1) .

15. WHERE MORE THAN TWO VISIBLE NOTIFICATION APPLIANCES OR GROUPS OF SYNCHRONIZED APPLIANCES ARE IN THE SAME ROOM OR ADJACENT SPACE IN THE FIELD OF VIEW ALL APPLIANCES ARE REQUIRED SYNCHRONIZE TOGETHER (NFPA 72, 2019 EDITION SECTION 18.5.5.4.2) .

16. T-TAP ONLY WHERE SHOWN ON THE DRAWINGS AND APPROVED BY THE MANUFACTURER'S DOCUMENTATION.

17. FIRE ALARM CIRCUITS SHALL BE INSTALLED IN A MINIMUM OF 3/4" CONDUITS. CONDUIT FILL SHALL BE MAINTAINED PER THE APPLICABLE CEC.

18. PENETRATIONS THROUGH RATED ASSEMBLIES AND WALLS SHALL BE SEALED WITH A LISTED SYSTEM THAT IS EQUAL TO OR EXCEEDS THE RATING OF THE ASSEMBLY. REFER TO FIRESTOP DETAIL.

19. WIRING SHALL BE UL APPROVED AS DESIGNATED IN THE FIRE ALARM SYSTEM WIRING SCHEDULE OR THE MANUFACTURER'S INSTALLATION MANUAL.

FIRE ALARM CABLES SHALL BE PROVIDED WITH RED PVC JACKET. WIRING INSTALLED UNDERGROUND SHALL BE LISTED FOR WET LOCATION.

20. WIRING PULLED THROUGH A JUNCTION BOX OR BACK BOX SHALL TERMINATE AT A DEVICE, SYSTEM PANEL OR TERMINAL CABINET WITH NO SPLICES. SIZE BOXES PER WIRE FILL AS DEFINED IN THE CEC. PROVIDE A MINIMUM OF 6” OF LEAD WIRE FROM THE BOX TO CONNECT EACH DEVICE.

21. FIRE ALARM CABLES/CONDUCTORS SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

22. UPON COMPLETION OF INSTALLATION CONDUCT A TEST OF THE SYSTEMS OPERATION IN ACCORDANCE WITH NFPA 72, 2016 EDITION CBC CHAPTER 35 IN THE PRESENCE OF THE ARCHITECT AND THE INSPECTOR OF RECORD. COMPLETE REQUIRED DOCUMENTATION IN ACCORDANCE WITH NFPA 72, 2019 EDITION CBC CHAPTER 35. PROVIDE ORIGINAL TO INSPECTOR OF RECORD AND COPIES TO OWNER'S REPRESENTATIVE AND INSPECTOR OF RECORD.

23. THE INSPECTOR OF RECORD, AND THE OWNER'S REPRESENTATIVE SHALL RECEIVE FORTY EIGHT (48) HOURS NOTICE PRIOR TO THE DATE OF A FUNCTIONAL TEST AND FINAL INSPECTION.

24. THE INSPECTOR OF RECORD AND THE ARCHITECT SHALL RECEIVE ONE (1) WEEKS NOTICE FOR A FINAL PUNCH LIST WALK.

25. INITIATING DEVICES SHALL BE INSTALLED IN A MANNER THAT PROVIDES ACCESSIBILITY FOR PERIODIC INSPECTION, TESTING AND MAINTENANCE (NFPA 72, 2019 EDITION CBC CHAPTER 35).

26. THE FOLLOWING SHALL BE COMPLETED AND SUBMITTED TO THE ENGINEER FOR A FINAL TO BE GRANTED:
a. AS-BUILT DRAWINGS, PROGRAMMING DOCUMENTS, SCHEMATICS (DEVICE & EQUIPMENT CUTSHEETS), AND MANUALS PER SPECIFICATIONS.

PROVIDE SUCH DOCUMENTS IN PAPER FORM AND ON CD.
b. A 1/2 SIZE LAMINATED POSTING OF THE AS-BUILT PRINTS AT THE FIRE ALARM CONTROL PANEL. c. TYPED RECORD OF COMPLETION PER NFPA 72.
d. ITEMS ON A PUNCH LIST SHALL BE COMPLETE AND SIGNED OFF BY THE INSPECTOR OF RECORD. e. ACCEPTANCE OF THE FUNCTIONAL TEST SIGNED OFF BY THE INSPECTOR OF RECORD.

28. PER CEC 760.41(B) THE BRANCH CIRCUIT SUPPLYING THE FIRE ALARM EQUIPMENT(S) SHALL SUPPLY NO OTHER LOADS. THE LOCATION OF THE

BRANCH-CIRCUIT OVERCURRENT PROTECTIVE DEVICE SHALL BE PERMANENTLY IDENTIFIED AT THE FIRE ALARM CONTROL UNIT OR NOTIFICATION POWER SUPPLY. THE CIRCUIT DISCONNECTING MEANS SHALL HAVE RED IDENTIFICATION, SHALL BE ACCESSIBLE ONLY TO QUALIFIED PERSONNEL, AND SHALL BE IDENTIFIED AS "FIRE ALARM CIRCUIT".

29. AUTOMATIC FIRE ALARM SYSTEM SHALL BE MONITORED AND SHALL TRANSMIT THE ALARM, SUPERVISORY AND TROUBLE SIGNALS TO AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72, AS AMENDED BY CFC CHAPTER 80. THE SUPERVISING STATION SHALL BE LISTED AS EITHER UUFX (CENTRAL STATION) OR UUJS (REMOTE & PROPRIETARY) BY UNDERWRITERS LABORATORY INC. (UL) OR OTHER APPROVED LISTING AND TESTING LABORATORY OR SHALL COMPLY WITH THE REQUIREMENTS OF STANDARD, FACTORY MUTUAL (FM) 3011. TERMINATION OF MONITORING SERVICES SHALL BE IN ACCORDANCE WITH CBC/CFC SECTION 907.6.6.2.

NOTES:

1. ALL CABLES & WIRES SHALL TERMINATE AT TERMINALS. NO SPLICES.

2. ENDS OF STRANDED CABLES SHALL BE TWISTED AND SOLDERED.

3. ALL CABLES LISTED ABOVE MAY NOT BE USED ON THIS PROJECT. 7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:30:26 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt FA-001

SYMBOLS AND
NOTES

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS

FIRE ALARM UNDER SEPARATE PERMIT SHEETS SHOWN FOR REFERENCE ONLY NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
EV-F
EV-F
EV-F
EV-F

EV-F EV-F EV-F
EV-C

EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F

NO PARKING

NO PARKING

LOADING
CP 6'0"
CP 6'6"
CP 9'0"
PP
8"PP 4'0"
PP 4'4"
8"PP 3'6" 8"PP 3'8"
PP 3'8" PP 2'7"
8"PP 4'0"
8"PP 6'8"

EMPTY CONDUITS

NOT LOCATED
SS
SS SS
SLB
SLB
MAIN ST.

PRIMARY CIR.

PRIMARY CIR.
2 4
8 10
13 MH
I
I
MH
I
I
w
G
G
MH
I
I

I I I I
I
I
I
I
I
I
I I I
MH
MH

I I I I I
I
MH
MH
E
I
MH
I
I
I
G
I
I
w
I
I
I
E
F
F
F
WP
WP
WP
FACU
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:30:28 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt FA-101

SITE PLAN - FIRE
ALARM

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
N
1 1/16" = 1'-0"

SITE PLAN - FIRE ALARM
EXTERIOR HORN SHOWN FOR REFERENCE ONLY.

REFER TO FLOOR PLANS FOR CIRCUITING, TYPICAL.

FIRE ALARM CONTROL UNIT 'FACU'.

FIRE ALARM UNDER SEPARATE PERMIT SHEETS SHOWN FOR REFERENCE ONLY NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
DW
EV-F
EV-F
EV-F
EV-F
EV-F
EV-C

EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F

NO PARKING

NO PARKING

LOADING
S
LF
S
LF
S
LF
S
LF
S
LF
S
LF
AIM
F
F
F
AIM
S
P
F
AIM
A A.5 B C E F
1 2
4 5
10 11
131

BUNK ROOM
130

BUNK ROOM
129

BUNK ROOM
128

BUNK ROOM
127

BUNK ROOM
126
BUNK ROOM 125
CONTROL ROOM 2
118

CORRIDOR
135

FIRE RISER
134

ELECTRICAL
133
MDF
123

MEN'S LOCKER RM
124

LAUNDRY
122

WOMEN'S LOCKER RM
113

WORK ROOM
136

EQUIPMENT ROOM
112

LABORATORY
111
OFFICE
114
OFFICE
115
OFFICE
116

RECORDS
117

STORAGE
121

JANITOR
118

CORRIDOR
108

OPEN OFFICE
120

RESTROOM
119

RESTROOM
109

KITCHEN
107

CONFERENCE ROOM
106
CONTROL ROOM 1
105
OFFICE
104
OFFICE
103
OFFICE
101

RECEPTION
102

CONFERENCE ROOM
15 30
15 15
15 15
15 15
15 15
15 15
15 75
30 30
75 15
30 30
15 15
30 75
30 15
30 30
30 15
30 15
30 75
30 30
30 15
15 WP
WP
WP
30 D
WP
WP WP
WP
WP
WP
WP
WP
WP
C
C
C
C
C
C
C
C C
C
C
C
C C
15 C
110
OFFICE
137

BREAK ROOM
C
LCD
DSD
"DOAS-C"
2 DSD
"DOAS-A"
2 132

MECHANICAL
30 15
15 1
3 6
7 8
9 SRD
LCD
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:30:32 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt FA-201

FLOOR PLAN - FIRE
ALARM

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
N
1 1/8" = 1'-0"

FLOOR PLAN - FIRE ALARM
KEYED NOTES:

PROVIDE DUAL INPUT MODULE TO MONITOR WATERFLOW AND TAMPER SWITCHES.

PROVIDE DUCT SMOKE DETECTOR FOR ROOFTOP UNIT.
1 2
2 FIRE ALARM UNDER SEPARATE PERMIT SHEETS SHOWN FOR REFERENCE ONLY NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
AIM
AIM
S
AIM
F
LCD
AIM
P
D

INPUT MODULE

MONITORING

WATERPROOF HEAT

DETECTORS SEE FIRE ALARM

SITE PLAN SHEET
1/FA-101 FOR BACK

FLOW PREVENTION

ASSEMBLY AND POST

INDICATOR VALVE
LOCATIONS.

FACU

DSD DSD
PIV
BFP
TO 120VAC
BRANCH

CIRCUIT
1P
1IU
"DOAS-A" "DOAS-C"
1R
1S, TYP.
1IU
1V TO

NOTIFICATION

DEVICES
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:30:33 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt FA-301

ONE LINE DIAGRAM
& OPERATIONS
MATRIX

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 NONE

ONE LINE DIAGRAM - FIRE ALARM

FIRE ALARM UNDER SEPARATE PERMIT SHEETS SHOWN FOR REFERENCE ONLY NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
+ +
NOTES:

1. AN AVERAGE AMBIENT SOUND LEVEL GREATER THAN 105 dBA SHALL REQUIRE THE USE OF A VISIBLE NOTIFICATION APPLIANCE (NFPA 72, 2016 EDITION SECTION

18.4.1.1)

2. THE TOTAL SOUND PRESSURE LEVEL PRODUCED BY COMBINING THE AMBIENT SOUND PRESSURE LEVEL WITH ALL AUDIBLE NOTIFICATION APPLIANCES OPERATING SHALL NOT EXCEED 110 dBA AT THE MINIMUM HEARING DISTANCE (NFPA 72, 2016 EDITION SECTION 18.4.1.2)

3. THE ALARM AUDIBLE SIGNAL PATTERN USED TO NOTIFY OCCUPANTS OF THE NEED TO EVACUATE (LEAVE THE BUILDING) OR RELOCATE (FROM ONE AREA TO ANOTHER) SHALL BE THE STANDARD ALARM EVACUATION SIGNAL CONSISTING OF A THREE-PULSE TEMPORAL PATTERN (NFPA 72, 2016 EDITION SECTION 18.4.2.1).

4. TO ENSURE THAT AUDIBLE PUBLIC MODE SIGNALS ARE CLEARLY HEARD THEY SHALL HAVE A SOUND LEVEL AT LEAST 15 dB ABOVE THE AVERAGE AMBIENT SOUND LEVEL OR 5 dB ABOVE THE MAXIMUM SOUND LEVEL HAVING A DURATION OF AT LEAST 60 SECONDS, WHICHEVER IS GREATER, MEASURED 5 FT ABOVE THE FLOOR IN THE AREA REQUIRED TO BE SERVED BY THE SYSTEM USING THE A-WEIGHTED SCALE (dBA) (NFPA 72, 2016 EDITION SECTION 18.4.3.1).

5. THE FLASH RATE SHALL NOT EXCEED TWO FLASHES PER SECOND (2 Hz) NOR BE LESS THAN ONE FLASH EVERY SECOND (1 Hz) THROUGHOUT THE LISTED VOLTAGE RANGE OF THE APPLIANCE (NFPA 72, 2016 EDITION SECTION 18.5.3.1).

6. WHERE MORE THAN TWO VISIBLE NOTIFICATION APPLIANCES OR GROUPS OF SYNCHRONIZED APPLIANCES ARE IN THE SAME ROOM OR ADJACENT SPACE IN THE FIELD OF VIEW ALL APPLIANCES ARE REQUIRED SYNCHRONIZE TOGETHER (NFPA 72, 2016 EDITION SECTION 18.5.5.4.2).

7. WIRING SHALL NOT BE LOOPED THROUGH DEVICE TERMINALS. INPUT AND OUTPUT WIRING DEVICE CONNECTIONS SHALL BE MADE ON SEPARATE TERMINALS OR SHALL BE SEPARATE WIRE LEADS MOUNTED UNDER A COMMON TERMINAL. THE MONITORING OF CIRCUIT INTEGRITY RELIES ON THE INTERRUPTION OF THE WIRING CONTINUITY WHEN THE CONNECTION TO THE INITIATING DEVICE IS LOST (NFPA 72, 2016 EDITION SECTION A.17.4.6).

8. FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

FIRE ALARM

HORN STROBE
- -

FROM PANEL OR

PREVIOUS APPLIANCE

TO NEXT APPLIANCE

OR EOL RESISTOR
BLUE
BROWN
BLUE
BROWN
+ +
NOTES:

1. AN AVERAGE AMBIENT SOUND LEVEL GREATER THAN 105 dBA SHALL REQUIRE THE USE OF A VISIBLE NOTIFICATION APPLIANCE (NFPA 72, 2016 EDITION SECTION

18.4.1.1)

2. THE FLASH RATE SHALL NOT EXCEED TWO FLASHES PER SECOND (2 Hz) NOR BE LESS THAN ONE FLASH EVERY SECOND (1 Hz) THROUGHOUT THE LISTED VOLTAGE RANGE OF THE APPLIANCE (NFPA 72, 2016 EDITION SECTION 18.5.3.1).

3. WHERE MORE THAN TWO VISIBLE NOTIFICATION APPLIANCES OR GROUPS OF SYNCHRONIZED APPLIANCES ARE IN THE SAME ROOM OR ADJACENT SPACE IN THE FIELD OF VIEW ALL APPLIANCES ARE REQUIRED SYNCHRONIZE TOGETHER (NFPA 72, 2016 EDITION SECTION 18.5.5.4.2).

4. WIRING SHALL NOT BE LOOPED THROUGH DEVICE TERMINALS. INPUT AND OUTPUT WIRING DEVICE CONNECTIONS SHALL BE MADE ON SEPARATE TERMINALS OR SHALL BE SEPARATE WIRE LEADS MOUNTED UNDER A COMMON TERMINAL. THE MONITORING OF CIRCUIT INTEGRITY RELIES ON THE INTERRUPTION OF THE WIRING CONTINUITY WHEN THE CONNECTION TO THE INITIATING DEVICE IS LOST (NFPA 72, 2016 EDITION SECTION A.17.4.6).

5. FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

FIRE ALARM
STROBE
- -

FROM PANEL OR

PREVIOUS APPLIANCE

TO NEXT APPLIANCE

OR EOL RESISTOR
BLUE
BROWN
BLUE
BROWN
+ +
NOTES:

1. THE TOTAL SOUND PRESSURE LEVEL PRODUCED BY COMBINING THE AMBIENT SOUND PRESSURE LEVEL WITH ALL AUDIBLE NOTIFICATION APPLIANCES OPERATING SHALL NOT EXCEED 110 dBA AT THE MINIMUM HEARING DISTANCE (NFPA 72, 2016 EDITION SECTION 18.4.1.2).

2. THE ALARM AUDIBLE SIGNAL PATTERN USED TO NOTIFY OCCUPANTS OF THE NEED TO EVACUATE (LEAVE THE BUILDING) OR RELOCATE (FROM ONE AREA TO ANOTHER) SHALL BE THE STANDARD ALARM EVACUATION SIGNAL CONSISTING OF A THREE-PULSE TEMPORAL PATTERN (NFPA 72, 2016 EDITION SECTION 18.4.2.1).

3. TO ENSURE THAT AUDIBLE PUBLIC MODE SIGNALS ARE CLEARLY HEARD THEY SHALL HAVE A SOUND LEVEL AT LEAST 15 dB ABOVE THE AVERAGE AMBIENT SOUND LEVEL OR 5 dB ABOVE THE MAXIMUM SOUND LEVEL HAVING A DURATION OF AT LEAST 60 SECONDS, WHICHEVER IS GREATER, MEASURED 5 FT ABOVE THE FLOOR IN THE AREA REQUIRED TO BE SERVED BY THE SYSTEM USING THE A-WEIGHTED SCALE (dBA) (NFPA 72, 2016 EDITION SECTION 18.4.3.1).

4. WIRING SHALL NOT BE LOOPED THROUGH DEVICE TERMINALS. INPUT AND OUTPUT WIRING DEVICE CONNECTIONS SHALL BE MADE ON SEPARATE TERMINALS OR SHALL BE SEPARATE WIRE LEADS MOUNTED UNDER A COMMON TERMINAL. THE MONITORING OF CIRCUIT INTEGRITY RELIES ON THE INTERRUPTION OF THE WIRING CONTINUITY WHEN THE CONNECTION TO THE INITIATING DEVICE IS LOST (NFPA 72, 2016 EDITION SECTION A.17.4.6).

5. FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

FIRE ALARM
HORN
- -

FROM PANEL OR

PREVIOUS APPLIANCE

TO NEXT APPLIANCE

OR EOL RESISTOR
BLUE
BROWN
BLUE
BROWN
+ +
NOTES:

1. WHERE SHOWN ON DRAWINGS, MANUAL FIRE ALARM BOXES SHALL BE LOCATED WITHIN 5 FT OF EACH EXIT DOORWAY ON EACH FLOOR (NFPA 72, 2016 EDITION SECTION 17.14.8.4).

2. WHERE MANUAL FIRE ALARM BOXES ARE INSTALLED, ADDITIONAL MANUAL FIRE ALARM BOXES SHALL BE PROVIDED SO THAT THE TRAVEL DISTANCE TO THE NEAREST MANUAL FIRE ALARM BOX WILL NOT EXCEED 200 FT, MEASURED HORIZONTAL ON THE SAME FLOOR (NFPA 72, 2016 EDITION SECTION 17.14.8.5).

3. WHERE SHOWN ON DRAWINGS, MANUAL FIRE ALARM BOXES SHALL BE MOUNTED ON BOTH SIDES OF GROUPED OPENINGS OVER 40FT IN WIDTH, AND WITHIN 5 FT OF EACH SIDE OF THE GROUPED OPENING (NFPA 72, 2016 EDITION SECTION 17.14.8.6).

4. WIRING SHALL NOT BE LOOPED THROUGH DEVICE TERMINALS. INPUT AND OUTPUT WIRING DEVICE CONNECTIONS SHALL BE MADE ON SEPARATE TERMINALS OR SHALL BE SEPARATE WIRE LEADS MOUNTED UNDER A COMMON TERMINAL. THE MONITORING OF CIRCUIT INTEGRITY RELIES ON THE INTERRUPTION OF THE WIRING CONTINUITY WHEN THE CONNECTION TO THE INITIATING DEVICE IS LOST (NFPA 72, 2016 EDITION SECTION A.17.4.6).

5. FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

FIRE ALARM

ADDRESSABLE

MANUAL PULL

STATION
- -

FROM PANEL OR

PREVIOUS SLC DEVICE

TO NEXT SLC DEVICE

WHERE APPLICABLE
RED
BLACK
RED
BLACK
+ +
NOTES:

1. SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 1'-0" OF A FIRE SPRINKLER HEAD.

2. DETECTORS SHOULD NOT BE LOCATED IN A DIRECT AIRFLOW OR CLOSER THAN 36 IN. FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR OPENING. SUPPLY OR

RETURN SOURCES LARGER THAN THOSE COMMONLY FOUND IN RESIDENTIAL AND SMALL COMMERCIAL ESTABLISHMENTS CAN REQUIRE GREATER CLEARANCE TO SMOKE DETECTORS. SIMILARLY, SMOKE DETECTORS SHOULD BE LOCATED FARTHER AWAY FROM HIGH VELOCITY AIR SUPPLIES (NFPA 72, 2019 EDITION SECTION A.17.7.4.1).

3. WIRING SHALL NOT BE LOOPED THROUGH DEVICE TERMINALS. INPUT AND OUTPUT WIRING DEVICE CONNECTIONS SHALL BE MADE ON SEPARATE TERMINALS OR SHALL BE SEPARATE WIRE LEADS MOUNTED UNDER A COMMON TERMINAL. THE MONITORING OF CIRCUIT INTEGRITY RELIES ON THE INTERRUPTION OF THE WIRING CONTINUITY WHEN THE CONNECTION TO THE INITIATING DEVICE IS LOST (NFPA 72, 2019 EDITION SECTION A.17.4.6).

4. WHERE DETECTORS ARE INSTALLED BUT NOT OPERATIONAL DURING CONSTRUCTION, THEY SHALL BE PROTECTED FROM CONSTRUCTION DEBRIS, DIRT, AND

DAMAGE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND VERIFIED TO BE OPERATING IN ACCORDANCE WITH THE LISTED SENSITIVITY, OR THEY SHALL BE REPLACED PRIOR TO THE FINAL COMMISSIONING OF THE SYSTEM (NFPA 72, 2019 EDITION SECTION 17.7.1.11.2).

5. WHERE DETECTION IS NOT REQUIRED DURING CONSTRUCTION, DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER ALL OTHER CONSTRUCTION TRADES HAVE COMPLETED CLEANUP (NFPA 72, 2019 EDITION SECTION 17.7.1.11.3).

6. FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

FIRE ALARM

ADDRESSABLE
SMOKE

DETECTOR
- -

FROM PANEL OR

PREVIOUS SLC DEVICE

TO NEXT SLC DEVICE

WHERE APPLICABLE
RED
BLACK
RED
BLACK
+

FIRE ALARM

ADDRESSABLE

SOUNDER
BASE
-

FROM PANEL OR

PREVIOUS SLC DEVICE
RED
BLACK
+ -
+ -
+
-
24VDC FROM PANEL OR

POWER SUPPLY
RED
BLACK
+
-
RED
BLACK

TO NEXT BASE WHERE

APPLICABLE
+
NOTES:

1. WIRING SHALL NOT BE LOOPED THROUGH DEVICE TERMINALS. INPUT AND OUTPUT WIRING DEVICE CONNECTIONS SHALL BE MADE ON SEPARATE TERMINALS OR SHALL BE SEPARATE WIRE LEADS MOUNTED UNDER A COMMON TERMINAL. THE MONITORING OF CIRCUIT INTEGRITY RELIES ON THE INTERRUPTION OF THE WIRING CONTINUITY WHEN THE CONNECTION TO THE INITIATING DEVICE IS LOST (NFPA 72, 2016 EDITION SECTION A.17.4.6).

2. FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS. -

TO NEXT SLC DEVICE

WHERE APPLICABLE
RED
BLACK
+ +
NOTES:

1. ON CEILINGS 10 FT TO 30 FT HIGH, HEAT DETECTOR SPACING SHALL BE REDUCED IN ACCORDANCE WITH TABLE 17.6.3.5.1 PRIOR TO ANY ADDITIONAL REDUCTIONS FOR BEAMS, JOIST OR SLOPE, WHERE APPLICABLE (NFPA 72, 2016 EDITION SECTION 17.6.3.5.1).

2. WIRING SHALL NOT BE LOOPED THROUGH DEVICE TERMINALS. INPUT AND OUTPUT WIRING DEVICE CONNECTIONS SHALL BE MADE ON SEPARATE TERMINALS OR SHALL BE SEPARATE WIRE LEADS MOUNTED UNDER A COMMON TERMINAL. THE MONITORING OF CIRCUIT INTEGRITY RELIES ON THE INTERRUPTION OF THE WIRING CONTINUITY WHEN THE CONNECTION TO THE INITIATING DEVICE IS LOST (NFPA 72, 2016 EDITION SECTION A.17.4.6).

3. WHERE DETECTORS ARE INSTALLED BUT NOT OPERATIONAL DURING CONSTRUCTION, THEY SHALL BE PROTECTED FROM CONSTRUCTION DEBRIS, DIRT, AND

DAMAGE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND VERIFIED TO BE OPERATING IN ACCORDANCE WITH THE LISTED SENSITIVITY, OR THEY SHALL BE REPLACED PRIOR TO THE FINAL COMMISSIONING OF THE SYSTEM (NFPA 72, 2016 EDITION SECTION 17.7.1.11.2).

4. WHERE DETECTION IS NOT REQUIRED DURING CONSTRUCTION, DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER ALL OTHER CONSTRUCTION TRADES HAVE COMPLETED CLEANUP (NFPA 72, 2016 EDITION SECTION 17.7.1.11.3).

5. FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREM ENTS.

FIRE ALARM

ADDRESSABLE
HEAT

DETECTOR
- -

FROM PANEL OR

PREVIOUS SLC DEVICE

TO NEXT SLC DEVICE

WHERE APPLICABLE
RED
BLACK
RED
BLACK
+ +
NOTES:

1. ON CEILINGS 10FT TO 30FT HIGH, HEAT DETECTOR SPACING SHALL BE REDUCED IN ACCORDANCE WITH TABLE 17.6.3.5.1 PRIOR TO ANY ADDITIONAL REDUCTIONS FOR BEAMS, JOIST OR SLOPE, WHERE APPLICABLE (NFPA 72, 2019 EDITION SECTION 17.6.3.5.1).

2. WIRING SHALL NOT BE LOOPED THROUGH DEVICE TERMINALS. INPUT AND OUTPUT WIRING DEVICE CONNECTIONS SHALL BE MADE ON SEPARATE TERMINALS OR SHALL BE SEPARATE WIRE LEADS MOUNTED UNDER A COMMON TERMINAL. THE MONITORING OF CIRCUIT INTEGRITY RELIES ON THE INTERRUPTION OF THE WIRING CONTINUITY WHEN THE CONNECTION TO THE INITIATING DEVICE IS LOST (NFPA 72, 2019 EDITION SECTION A.17.4.6).

3. WHERE DETECTORS ARE INSTALLED BUT NOT OPERATIONAL DURING CONSTRUCTION, THEY SHALL BE PROTECTED FROM CONSTRUCTION DEBRIS, DIRT, AND

DAMAGE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND VERIFIED TO BE OPERATING IN ACCORDANCE WITH THE LISTED SENSITIVITY, OR THEY SHALL BE REPLACED PRIOR TO THE FINAL COMMISSIONING OF THE SYSTEM (NFPA 72, 2019 EDITION SECTION 17.7.1.11.2).

4. WHERE DETECTION IS NOT REQUIRED DURING CONSTRUCTION, DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER ALL OTHER CONSTRUCTION TRADES HAVE COMPLETED CLEANUP (NFPA 72, 2019 EDITION SECTION 17.7.1.11.3).

5. FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

FIRE ALARM

CONVENTIONAL
HEAT

DETECTOR
- -

FROM PANEL OR

PREVIOUS IDC DEVICE

TO EOL OR

NEXT IDC DEVICE

WHERE APPLICABLE
RED
BLACK
RED
BLACK
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:30:34 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt FA-401

DETAILS

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 NONE
TYPICAL 2-WIRE HORN STROBE - WIRING DIAGRAM
2 NONE

TYPICAL STROBE - WIRING DIAGRAM
3 NONE

TYPICAL HORN - WIRING DIAGRAM
4 NONE

TYPICAL ADDRESSABLE MANUAL PULL STATION - WIRING DIAGRAM 5 NONE

TYPICAL ADDRESSABLE SMOKE DETECTOR - WIRING DIAGRAM
6 NONE

TYPICAL ADDRESSABLE SOUNDER BASE - WIRING DIAGRAM
7 NONE

TYPICAL ADDRESSABLE HEAT DETECTOR - WIRING DIAGRAM
8 NONE

TYPICAL CONVENTIONAL HEAT DETECTOR - WIRING DIAGRAM

FIRE ALARM UNDER SEPARATE PERMIT SHEETS SHOWN FOR REFERENCE ONLY NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
EOL

TYPICAL WATERFLOW SWITCH
COM
COM

A B B A
NOTE:

WATERFLOW SWITCH CONTACTS
SHALL BE N.O. WHEN RISER IS
CHARGED WITH WATER.

NOTES:

1. COMMON AND B CONNECTIONS WILL CLOSE WHEN VANE IS DEFLECTED, I.E., WHEN WATER IS FLOWING. DUAL SWITCHES PERMIT APPLICATIONS TO BE COMBINED ON A SINGLE DETECTOR.

2. USE END OF THE LINE RESISTORS WITH INTEGRAL SPADE CONNECTORS TO PREVENT LOOSE CONNECTIONS.

3. INITIATION OF THE ALARM SIGNAL SHALL OCCUR WITHIN 90 SECONDS OF WATERFLOW AT THE ALARM-INITIATING DEVICE WHEN FLOW OCCURS THAT IS EQUAL TO OR GREATER THAN THAT FROM A SINGLE SPRINKLER OF THE SMALLEST ORIFICE SIZE INSTALLED IN THE SYSTEM (NFPA 72, 2019 EDITION SECTION 17.12.2).

MOVEMENT OF WATER DUE TO WASTE, SURGES, OR VARIABLE PRESSURE SHALL NOT INITIATE AN ALARM SIGNAL (NFPA 72, 2019 EDITION SECTION 17.12.3).

4. WIRING SHALL NOT BE LOOPED THROUGH DEVICE TERMINALS. INPUT AND OUTPUT WIRING DEVICE CONNECTIONS SHALL BE MADE ON SEPARATE TERMINALS OR SHALL BE SEPARATE WIRE LEADS MOUNTED UNDER A COMMON TERMINAL. THE MONITORING OF CIRCUIT INTEGRITY RELIES ON THE INTERRUPTION OF THE WIRING CONTINUITY WHEN THE CONNECTION TO THE INITIATING DEVICE IS LOST (NFPA 72, 2019 EDITION SECTION A.17.4.6).

5. FIRE ALARM CABLES SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

FIRE ALARM

ADDRESSABLE

DUAL MONITOR MODULE

TYPICAL VALVE TAMPER
EOL
NC
NO
COM
+
-
RED
BLACK

FROM PANEL OR

PREVIOUS SLC DEVICE
+
-
RED
BLACK

TO NEXT SLC DEVICE

WHERE APPLICABLE
Hilti Firestop Systems
System No. W-L-1054

SECTION A-A
A
Reproduced by HILTI, Inc. Courtesy of
Underwriters Laboratories, Inc.

January 23, 2015
A
1A
3 2 1B
C R
Classified by
Underwriters Laboratories,
Inc.
to UL 1479 and
CAN/ULC-S115
US
ANSI/UL1479 (ASTM E814) CAN/ULC S115
F Ratings —1 and 2 Hr (See Items 1 and
3)
F Ratings — 1 and 2 Hr (See Items 1 and
3)
T Rating — 0 Hr FT Rating — 0 Hr
L Rating at Ambient — Less Than 1
CFM/sq ft
FH Ratings —1 and 2 Hr (See Items 1
and 3)
L Rating at 400 F — Less Than 1 CFM/sq
ft FTH Rating — 0 Hr
FTH Rating — 0 Hr
L Rating at Ambient — Less Than 1
CFM/sq ft L Rating at 400 F — Less Than
1 CFM/sq ft

1. Wall Assembly — The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. (102 to 152 mm) wider and 4 to 6 in. (102 to 152 mm) higher than the diam of the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. (51 to 76 mm) clearance is present between the penetrating item and the framing on all four sides.

B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 32-1/4 in. (819 mm) for steel stud walls.

Max diam of opening is 14-1/2 in. (368 mm) for wood stud walls.

The F and FH Ratings of the firestop system are equal to the fire rating of the wall assembly.

2. Through-Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. (57 mm). Pipe may be installed with continuous point contact. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe — Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe — Nom 30 in. (762 mm) diam (or smaller) cast or ductile iron pipe.

C. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or 6 in. (152 mm) . diam steel conduit.

D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing.

E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) regular (or heavier) copper pipe.

3. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the pipe wall interface on both surfaces of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
E17247
EXP. 6/30/24
T E
E

AL I FORN I A

F C O TATS

R I CA L
EC L E
R. O
G
O
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
I N
N
ROMA

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:30:34 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt FA-402

DETAILS

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
1 NONE

TYPICAL WATERFLOW AND TAMPER SWITCH - WIRING DIAGRAM
2 NONE

FIRESTOP DETAIL

FIRE ALARM UNDER SEPARATE PERMIT SHEETS SHOWN FOR REFERENCE ONLY NO. DATE DESCRIPTION

BID SET (PRELIMINARY)
GENERAL CLEAN AGENT SYSTEM NOTES :

1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO SHOW

THE LOCATIONS OF ALL CLEAN AGENT SYSTEM COMPONENTS OR ALL REQUIRED SYSTEM COMPONENTS. THE CONTRACTOR SHALL COORDINATE COMPONENT LOCATIONS WITH THE ND-USER AND OTHER TRADES.

2. THE DESIGN SHALL INCLUDE COMPLETE CALCULATIONS AND SHOP DRAWINGS PER NFPA 2001 SECTION 5.1.2.

3. THE MINIMUM DESIGN CONCENTRATION SHALL MEET THE REQUIREMENTS OF

CURRENT APPROVED NFPA OR LOCAL CODES AND REGULATIONS FOR A CLASS C HAZARD FOR THIS SYSTEM TYPE.

4. PIPING AND FITTINGS SHALL MEET THE REQUIREMENTS OF CURRENT APPROVED NFPA.

5. DETECTION AND CONTROL COMPONENTS SHALL BE LISTED AND APPROVED FOR US IN FIRE ALARM SYSTEMS AND FULLY ADDRESSABLE.

6. THE FSCU SHALL INCLUDE THE FOLLOWING MONITORING POINTS -1ST ALARM
-2ND ALARM
-TROUBLE
-SUPERVISORY
-SYSTEM DISCHARGED
-SYSTEM ABORTED
GENERAL CONSTRUCTION NOTES:

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE BEFORE COMMENCING WORK.

2. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT ALL

FIELD INSTALLATION PERSONNEL HAVE ACCESS TO A COMPLETE AND CURRENT SET OF CONSTRUCTION DRAWINGS AT THE JOB SITE.

3. ALL REQUIRED MATERIALS AND WORK SHALL COMPLY WITH THE ADOPTED STATE

CODES AND REGULATIONS LISTED IN THE PROJECT PLANS AS WELL AS WITH FEDERAL, LOCAL CODES AND CUSTOMER CONTRACT SPECIFICATIONS WHERE APPLICABLE.

4. ALL FIRE PROTECTION EQUIPMENT SHOWN ON THE DRAWINGS SHALL BE REPLACED EXCEPT AS NOTED.

5. ALL FIRE ALARM EQUIPMENT INSTALLED OUTSIDE OR IN A WET ENVIRONMENT SHALL

BE INSTALLED IN A PROTECTIVE ENCLOSURE THAT IS FURNISHED BY THE INSTALLER, UNLESS OTHER WISE NOTED ON THE DRAWINGS.

6. PENETRATIONS OF WALLS AND WALL MEMBRANES REQUIRED TO HAVE PROTECTED

OPENINGS HALL BE PROTECTED WITH THROUGH-PENETRATION FIRE STOPS SUITABLE FOR THE METHOD OF PENETRATION. THROUGH-PENETRATION FIRE STOPS SHALL CONFORM TO THE ASTM E 814 OR UL1479. SEE THE ARCHITECTURAL DRAWINGS FOR SYSTEM INFORMATION.

GENERAL CLEAN AGENT INSTALLATION NOTES :

1. THE FOLLOWING NOTES APPLY TO FK-5-1-12 CLEAN AGENT SYSTEMS.

2. ALL PIPE AND FITTINGS MUST COMPLY WITH THE 2018 NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS. REFER TO THE FSSA PIPE DESIGN GUIDE FOR ALLOWED WORKING PRESSURES.

3. PIPE HANGERS, BRACING AND OTHER MEANS OF PIPE SUPPORTS SHALL BE INSTALLED IN ACCORDANCE WITH STATE AND LOCAL CODES AND STANDARDS. REFER TO NFPA 13 AND THE FSSA PIPE DESIGN GUIDE.

4. PIPING SHALL BE RIGIDLY BRACED. REFER TO NFPA 13 AND THE FSSA PIPE DESIGN GUIDE.

5. NOZZLES SHALL BE ORIENTED PER MANUFACTURER REQUIREMENTS.

6. NOZZLES SHALL BE LOCATED PER MANUFACTURER REQUIREMENTS.

7. NOZZLES SHALL BE RIGIDLY SUPPORTED TO PREVENT MOVEMENT DURING A DISCHARGE.

8. PIPING SHALL BE PRESSURE TESTED PER 2018 NFPA 2001.

9. THE PIPING SHALL BE PUFF TESTED PER 2018 NFPA 2001 TO CONFIRM THE PIPING NETWORK IS UNOBSTRUCTED.

10. PIPE RUNS IN THESE DRAWINGS ARE FOR ILLUSTRATION PURPOSES ONLY. NEW PIPES RUNS SHALL BE COORDINATED IN THE FIELD.

APPLICABLE CODES:
2022 CALIFORNIA BUILDING CODE (CBC) PART 2
2022 CALIFORNIA ELECTRICAL CODE (CEC) PART 3
2022 CALIFORNIA MECHANICAL CODE (CMC) PART 4
2022 CALIFORNIA FIRE CODE (CFC) PART 9
2022 CALIFORNIA REFERENCED STANDARD CODES PART 12
2022 NFPA 72 NATIONAL FIRE ALARM CODE
2018 NFPA 2001 CLEAN AGENTS FIRE EXTINGUISHING SYSTEMS
RECORD DRAWINGS:

THE INSTALLING CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF UP TO DATE DRAWINGS AT THE JOB SITE FOR US IN MAKING AS-BUILT DRAWINGS.

TEMP
75 PROJECT ALTIITUDE (FT.) : 0
ALTITUDE CORRECTION FACTOR NOT REQUIRED BETWEEN -3000 AND 3000 FT.

REQUIRED CLEAN AGENT RETENTION PERIOD: 10 MINUTES.

FORMULA W = V/s x (C/100-C) x ALTITUDE CORRECTION FACTOR:

VOL.
(CU.FT.) (F)

MAXIMUM
TEMP
(F)
W = WEIGHT OF AGENT REQUIRED
V = VOLUME (CU.FT.)
s =0.9856 + 0.00244(t)
t =TEMPERATURE (F)
C =DESIGN CONCENTRATION

MINIMUM
(%)
MIN. DESIGN

ENCLOSURE NAME CONCENTRATION
MDF 133 65 C 4.50% 0.0412 1.00
FK-5-1-12 CLEAN AGENT FIRE EXTINGUISHING SYSTEM HAZARD DATA

ENCLOSURE DATA ESTIMATES
HAZARD
CLASS (LB/CU.FT.)
FLOOD.

FACTOR ALTITUDE
FACTOR
QTY.

REQ.D
(LBS)

ESTIMATED

SUPPLIED
(LBS)
4620 186.29

ESTIMATED AGENT REQUIREMENTS
187
PH
PH
PH
PH
EV-F
EV-F
EVF

EV-F EV-F EV-F
EV-C

EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F

NO PARKING

LOADING

EV-F EV-F EV-F
EV-C

NO PARKING

AT STRAP ATTACHMENT
16 GA HORIZONTAL BLOCKING

METAL FRAME WALL
#12 x 3" LONG SELF

METAL SCREWS

TAPPING SHEET

ARCHITECTURAL

METAL STUDS PER
GYP. BOARD

TOP VIEW
#12 x 3" LONG SELF TAPPING SHEET

METAL SCREW
GYP. BOARD

SECTION VIEW

CYLINDER MOUNTING
STRAP

CYLINDER MOUNTING STRAP AROUND TANK,
TYPICAL. PLACE 1 STRAP AT 2/3 HEIGHT OF W.H.

AND 1 STRAP AT 1/3 HEIGHT SECURE STRAP TO
20GA HORIZONTAL BLOCKING. STUD #12 x 3" LONG
SELF TAPPING SHEET METAL SCREW. INSTALL
SCREWS INTO BEND OF STRAP.

ATTACH BLOCKING TO ADJACENT
STUD WITH #12 x 3" LONG SELF
TAPPING SHEET METAL SCREWS.

MIN. OF 4 SCREWS EACH SIDE.

FLOOR

FIRE SUPPRESSION TANK

CYLINDER NAMEPLATE

LIQUID LEVEL INDICATOR

CYLINDER VALVE

CYLINDER MOUNTING
STRAP. SEE 3/FP-201

VALVE OUTLET

SAFETY CAP

TANK WEIGHT
EMPTY: 213 LBS.

FILLED: 400 LBS.

PROVIDE (4) STRAPS AS
SHOWN. TWO AT TOP & TWO
AT BOTTOM OF TANK.

TANK WEIGHT:
400 LBS.

A A.5 B C E F
1 2
4 5
10 11
-
---
-
---
-
---
-
---
-
---
-
---
-
---
-
---
-
---
-
---
-
---
3 6
7 8
9 131

BUNK ROOM
130

BUNK ROOM
129

BUNK ROOM
128

BUNK ROOM
127

BUNK ROOM
126

BUNK ROOM
125
CONTROL ROOM 2
118

CORRIDOR
135

FIRE RISER
134
ELECTRICAL 133
MDF
123

MEN'S LOCKER RM
124

LAUNDRY
122
WOMEN'S LOCKER RM 113

WORK ROOM
136

EQUIPMENT ROOM
112

LABORATORY
111
OFFICE
114
OFFICE
115
OFFICE
116

RECORDS
117

STORAGE
121

JANITOR
118

CORRIDOR
108

OPEN OFFICE
120

RESTROOM
119

RESTROOM
109

KITCHEN
107

CONFERENCE ROOM
106
CONTROL ROOM 1
105
OFFICE
104
OFFICE
103
OFFICE
101

RECEPTION
102

CONFERENCE ROOM
110
OFFICE
UP
132

MECHANICAL
FP-201
2 137

BREAK ROOM
-
---
A
A.5
4 5
-
---
3 118

CORRIDOR
135

FIRE RISER
134

ELECTRICAL
133
MDF
132

MECHANICAL
HU
1 1
2 U
P
S
2 U
P
S
1 11
11 7
7 8
9 DESK
SCADA
RACKS 10

UPS TERMINAL
SWITCH

UPS PANEL
3 4 5 6
TCP
FACU
EPNL
EPNL

ELECTRICAL
PANELS

TEMPERATURE

CONTROL
PANEL
HU-1 CONTROL
PANEL
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERS
engineering
M31176
EXP. 12/31/25
A E
E

AL I FORN I A

F C O TATS

N I CA L
CH E M
R. N
S
NOR
ROF P

ED RETSI GER

SS I ONAL

ENG I NEER
AE

E T I CH

23.020
311 VERNON ST
ROSEVILLE, CA 95768
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/16/2024 3:30:38 PM C:\Users\nkovtash\Documents\23.020 Dry Creek WWTP MEP_r22_nkovtash.rvt FP-201

FLOOR PLAN - FIRE

PROTECTION

DCWWTP OPERATIONS

AND LAB BLDG
4/24/18
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP

CONSTRUCTION DOCUMENTS
N
KEYED NOTES:

PROVIDE A JANUS FIRE SYSTEMS MV 500 SERIES CLEAN AGENT FIRE SUPPRESSION SYSTEM (NOVEC 1230 FIRE PROTECTION FLUID)
PROVIDE JANUS FIRE SYSTEMS ADDRESSABLE FIRE ALARM PANEL. PROVIDE 120V-1PH, 3 AMPS.

PROVIDE ENTIRE ROOM COVERAGE "NOVEC 1230" CLEAN AGENT FIRE SUPPRESSION SYSTEM.

PROVIDE A MINIMUM OF (2) SPACE PHOTOELECTRIC DETECTORS.

DETECTORS SHALL BE CONFIGURED IN A "CROSS-ZONE" DESIGN. CONNECT TO FIRE ALARM & FIRE SUPPRESSION SYSTEMS.

SEAL ALL OPENINGS IN WALLS, ROOFS, FLOORS ETC. WITH APPROPRIATE SEALANT TO ALLOW FOR ROOM PRESSURE TEST.

FIRE SPRINKLER HEADS IN THIS ROOM NEED TO BE RATED FOR 200°F AND HAVE CAGE PROTECTION.

PROVIDE JANUS FIRE SYSTEMS ALARM/STROBE 24 VDC.

PROVIDE JANUS FIRE SYSTEMS MANUAL ABORT/RELEASING STATION.

KEYED DISCONNECT.
360° NOZZLE.

PROVIDE ADDRESSABLE RELAY FOR HVAC EQUIPMENT SHUTDOWN.
1 1 1/8" = 1'-0"

FLOOR PLAN - MDF FIRE PROTECTION
2 1/4" = 1'-0"

ENLARGED FLOOR PLAN - FIRE PROTECTION
3 SCALE: NONE

CYLINDER MOUNTING STRAP DETAIL
4 SCALE: NONE

FIRE SUPPRESSANT CYLINDER MOUNTING
2 3
4 5
6 7
8 9
10 (THIS SCOPE OF WORK IS DEFERRED APPROVAL. THIS SHEET IS FOR REFERENCE ONLY) 11 NO. DATE DESCRIPTION

BID SET (PRELIMINARY)

COUNCIL COMMUNICATION
CC #: 3829
File #: 0800-03
Title:

Maintenance of the Gas Conditioning Systems at the Dry Creek and Pleasant Grove Wastewater Treatment Plants – Sole Source Contract Purchase Agreements Contact: Audrey Ficker 916-746-1865 [email protected] Meeting Date: 4/16/2025
Item #: 7.7.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution to approve Contract Purchase Agreement #3004434 and #3004433 with Unison Solutions, Inc. to provide materials, parts and services for the gas condition systems at the Dry Creek and Pleasant Grove Wastewater Treatment Plants, and authorize the City Manager to execute them on behalf of the City of Roseville.

Additionally, staff requests authority for the City Manager or his designee to execute four (4) additional one (1) year renewals for both contract purchase agreements without further City Council approval, provided that the applicable budget is approved by the City Council each year, or until City staff determines that continuing with the same vendors is not in the City's best interest.

BACKGROUND
The Environmental Utilities Department (EUD) has gas conditioning systems at both the Dry Creek and Pleasant Grove Wastewater Treatment Plants (WWTPs) that use filtering media for the removal of hydrogen sulfide and siloxane as part of the biogas treatment. Conditioned biogas is used as fuel for generator systems at both plants and for renewable natural gas (rNG) at the Pleasant Grove WWTP that is used by the Environmental Utilities Waste Service’s vehicles.

These gas conditioning systems were designed and manufactured by Unison Solutions Inc. and require the filtering media and certain parts to be periodically replaced to maintain filter compliance. Unison Solutions Inc. also provides the media change out services where their factory trained contracted technicians perform the media change out process according to the manufacturer’s standards. Sourcing the replacement filtering media, replacement parts, and the media change out, gas testing, and support services from the equipment manufacturer guarantees the certified performance of the system as designed.

EUD is recommending a one-year contract purchase agreement with Unison Solutions Inc. for each WWTP, both with four optional renewal years at one-year intervals for a total of five (5) years.

FISCAL IMPACT
The estimated total cost for the services for the two agreements is $930,000 for year one; $1,030,000 for year two; $1,130,000 for year three; $1,255,000 for year four; and $1,365,000 for year five. The total not-to-exceed cost for the two agreements including the four additional one (1) year renewals is $5,710,000. Funding source will be provided from the Environmental Utilities Department’s annual budgets in the Wastewater Operations Fund.

ENVIRONMENTAL REVIEW
The proposed project involves the maintenance of existing facilities. This activity is categorically exempt from CEQA as a Class 1 Exemption (State CEQA Guidelines Section 15301). The Exemption has been prepared and no further CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal C - Maintain a safe and healthy community
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Audrey Ficker, Administrative Technician
Sean Bigley, Environmental Utilities Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 25-088
CPA No. 3004434 for Dry Creek WWTP - signed by vendor
Resolution 25-089
CPA No. 3004433 for Pleasant Grove WWTP - signed by vendor CEQA - Notice of Exemption - Class 1
RESOLUTION NO. 25-088

APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND UNISON SOLUTIONS, INC., AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE WHEREAS, a contract purchase agreement (3004434) to provide hydrogen sulfide and siloxane removal media for the Dry Creek Wastewater Treatment Plant, by and between the City of Roseville and Unison Solutions, Inc., has been reviewed by the City Council; and NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said agreement is hereby approved and the City Manager is authorized to execute it on behalf of the City of Roseville.

BE IT FURTHER RESOLVED, that the City Manager or his or her designee is authorized to execute four (4) additional one (1) year renewals without further City Council approval, provided that the applicable budget is approved by the City Council, or until staff determines that continuing with this consultant is not in the best interest of the City.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 20 , by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk
Contract Purchase Agreement 3004434
Supplier Details:

Company Unison Solutions Inc
Contact Kim Murdock-Timmerman
Address 5451 Chavenelle Rd
Dubuque, IA 52002
Submit your response to:

Company City of Roseville
Contact Joanna Oukrop
Address Purchasing Division
311 Vernon St
Roseville, CA 95678
Phone (916) 746-1102
Fax (916) 746-1115
E-mail [email protected]
This Contract Purchase Agreement is sent for your review and acceptance. Notify the Buyer via email of any needed changes to the company name, address, and contact information. The Buyer will update the agreement prior to you signing the document.

Return signed copies of the agreement to the Buyer noted on the agreement. Alterations or modifications to the agreement are not allowed. Upon receipt of all necessary documents, the City will sign the agreement and return a fully executed copy to you. Receipt of the signed copy will be your notice to proceed with the work in accordance with the terms and conditions of the agreement. Work must not begin until the contract has been fully executed.

The following guidelines must be followed for the signature block on the agreement:

Sole proprietorship - By owner
Partnership - Any general partner
Corporation - Two options:
(1) A signature from the President and the corporate seal; OR (2) One signature from the Chairman of the Board, President, or any Vice President AND one signature from the Secretary, any Assistant Secretary, Chief Financial Officer, or any Treasurer or Assistant Treasurer of the corporation
*General Manager, Office Manager and/or Sales Manager are not corporate officer titles. The agreement will be rejected if not signed in accordance with these guidelines.

Insurance requirements:

The City's insurance requirements are referenced on Attachment A of the agreement. By signing the agreement, you are confirming that your company has the minimum insurance limits required. 1 Docusign Envelope ID: 6EE97DC4-7D4F-4135-B575-17A4A30A0C14 Contract Purchase Agreement 3004434
Agreement 3004434
Agreement Date 06-MAR-2025
Change Order
Change Order Date 12-MAR-2025
Revision
Agreement Amount 345,000.00 USD
Invoice To City of Roseville
Accounts Payable
311 Vernon St
ROSEVILLE CA 95678
Supplier Unison Solutions Inc
5451 Chavenelle Rd
Dubuque, IA 52002
Phone:

Fax:

Email:
(916) 774-5488
(916) 784-3796
[email protected]
Phone:

Fax:

Email:
(563) 585-0967
(563) 585-0970
[email protected]
Description of
Labor,
equipment
and/or materials
The vendor shall provide H2S and Siloxane removal media for the Dry Creek Wastewater Treatment Plant gas conditioning system, biogas testing services, media change out and support services, and gas conditioning system replacement parts on an as-needed basis in accordance with the attached Unison Solutions, Inc. proposal #'s PM-125.2061 dated 3/3/25, GT-125.698 dated 3/5/25, and PM-424.2034.1 dated 3/4/25.

The Siloxane removal media and any parts for the gas conditioning system must be quoted and approved in advance by an authorized member of the Environmental Utilities (EU) Department on an as-needed basis.

Contact Audrey Ficker in the EU Dept. at (916)746-1865 or [email protected] for any questions regarding this agreement.
**Total amount listed is an approximation only. The City does not guarantee whatsoever the actual value of this agreement.

Customer # Supplier # Payment Terms Freight Terms FOB Shipping Method 12800 Net 30 Freight on Board at the destination Destination Best Method Start Date End Date Confirm To
02-Apr-2025 01-Apr-2026 Joanna Oukrop Phone 1-916-746-1102 Attention: Total Cost not to exceed the agreement amount without prior approval of the Purchasing office. 2 Docusign Envelope ID: 6EE97DC4-7D4F-4135-B575-17A4A30A0C14 Contract Purchase Agreement 3004434

Contract Terms and Conditions
Negotiated T&Cs for Unison Solutions, Inc., 3/12/25

1. To the fullest extent allowed by law, Contractor shall defend, indemnify, and save and hold harmless the City, its officers, agents, employees and volunteers from any claims, suits or actions of every name, kind and description brought forth, or on account of, injuries to or death of any person (including but not limited to workers and the public), or damage to property, resulting from or arising out of Contractor's willful misconduct or negligent act or omission while engaged in the performance of obligations or exercise of rights created by this Agreement, except to the extent those matter arise from City's active negligence or willful misconduct. Contractor's responsibility for such defense and indemnity obligations shall survive the termination or completion of this Agreement for the full period of time allowed by law. The defense and indemnity obligations of this Agreement are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Agreement. In no event shall Contractor be liable for consequential damages nor shall Contractor's liability exceed the required insurance limits.

2. Contractor is an independent contractor, and shall not be considered an officer, agent, or employee of the City.

3. Without the written consent of the City, this Agreement is not assignable by Contractor either in whole or in part.

4. Time is of the essence of this Agreement.

5. At any time during the term of this Agreement, the City has the right to terminate this Agreement, provided Contractor is given thirty (30) days written notice. City's termination shall be without further liability to City; however, Contractor shall be entitled to all costs reasonably incurred prior to the date of termination. Contractor acknowledges that City may terminate this Agreement should funds not be appropriated by its governing body to continue services under this Agreement.

6. This Agreement may only be amended or modified in writing. It is integrated and contains the complete understanding of the parties.

7. All equipment, supplies and services sold to the City of Roseville shall conform to the general safety orders of the State of California.

8. Unless notified to the contrary, in writing, the City assumes that the Contractor has accepted the work in accordance with the plans and specifications (if any) and agrees to do the work in compliance with this Agreement.

9. All prevailing wages and fair employment practices must be adhered to. For prevailing wage contracts over $25,000, copies of certified payroll must be submitted with invoices.

Prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca. gov/dlsr/DPreWageDetermination.htm. In compliance with Labor Code Section 1773.2, as may be amended from time to time, Contractor shall cause a copy of this website to be posted at each jobsite, as applicable.

10. Contractor agrees to the below insurance requirements:
a. Unless otherwise specified, the Contractor shall maintain the policies of 3 Docusign Envelope ID: 6EE97DC4-7D4F-4135-B575-17A4A30A0C14 Contract Purchase Agreement 3004434

insurance outlined in Attachment A, incorporated herein by this reference, in full force and effect during the term of this Agreement. The City of Roseville retains sole discretion in determining the types and proper levels of insurance coverage.
b. Form. Contractor shall submit a certificate evidencing such coverage for the period covered by this Agreement in a form satisfactory to Risk Management and the City Attorney, prior to undertaking any work hereunder. Any insurance written on a claims made basis is subject to the approval of Risk Management and the City Attorney.
c. Additional Insureds. Contractor shall also provide a separate endorsement or section of the policy showing City, its officers, agents, employees, and volunteers as additional insureds for each type of coverage (except Workers' Compensation) and for ongoing and completed operations. Such insurance shall specifically cover the contractual liability of Contractor. The additional insured coverage under the Contractor's policy shall be primary and noncontributory, as evidenced by a separate endorsement or section of the policy, and shall not seek contribution from City's insurance or self-insurance. In addition, the additional insured coverage shall be at least as broad as the Insurance Services Office (ISO) CG 20 01 Endorsement. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be:
(1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater.
d. Cancellation/Modification. Contractor shall provide thirty (30) days written notice to City prior to cancellation or modification of any insurance required by this Agreement.
e. Umbrella/Excess Insurance. The limits of insurance required in this Agreement may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of City (if agreed to in a written contract) before City's own insurance shall be called upon to protect it as a named insured.
f. Subcontractors. Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Agreement, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor's work. Furthermore, Contractor shall require its subcontractors to agree to be bound to Contractor and City in the same manner and to the same extent as Contractor is bound to City under this Agreement.

Additionally, Contractor shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of City's indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request.
g. Self-Insured Retentions. All self-insured retentions (SIR) must be disclosed to Risk Management for approval and shall not reduce the limits of liability.

Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.
4 Docusign Envelope ID: 6EE97DC4-7D4F-4135-B575-17A4A30A0C14 Contract Purchase Agreement 3004434

h. Waiver of Subrogation. Contractor hereby agrees to waive subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss under a Workers Compensation, Commercial General Liability or Automobile Liability policy. All Workers Compensation, Commercial General Liability and Automobile Liability policies shall be endorsed with a waiver of subrogation in favor of City, its officers, agents, employees and volunteers for all work performed by Contractor, its employees, agents and subcontractors. i. Liability/Remedies. Insurance coverage in the minimum amounts set forth herein shall not be construed to relieve Contractor of liability in excess of such coverage, nor shall it preclude City from taking such other actions as are available to it under any other provisions of this Agreement or law.

11. Contractor shall comply with all federal, state and local laws and ordinances, including but not limited to the City's storm water regulations, as may be applicable to the performance of services under this Agreement. Failure to comply with local ordinances may result in monetary fines and cancellation of this Agreement. Refer to www.roseville. ca.us/stormwater for links to more information on the City's storm water regulations.

12. In the event that the terms of any attachment or exhibit conflict with any terms of this Agreement, the terms of this Agreement shall control.

13. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. In the event that any signature is delivered by facsimile transmission or by email delivery of a ".pdf" format data file, such signature shall create a valid and binding obligation of the party executing (or on whose behalf such signature is executed) with the same force and effect as if such facsimile or ".pdf" signature page were an original thereof.

14. If either party commences any legal action against the other party arising out of this Agreement or the performance thereof, the prevailing party in such action shall be entitled to recover its reasonable litigation expenses, including but not limited to, court costs, expert witness fees, discovery expenses, and attorneys' fees. Any action arising out of this Agreement shall be brought in Placer County, California, regardless of where else venue may lie. This Agreement shall be governed by and construed in accordance with the laws of the State of California.

15. This Agreement shall be binding upon the heirs, successors, executors, administrators and assigns of the respective parties hereto.

16. If any of the provisions contained in this Agreement are for any reason held invalid or unenforceable, such holding shall not affect the remaining provisions or the validity and enforceability of the Agreement as a whole.

17. For purposes of this Agreement, the terms "Contractor," "Consultant," and "Supplier" are used interchangeably.

18. No contractor or subcontractor may work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. During the performance of this agreement, Contractor and its subcontractors shall have a continuing legal obligation to maintain current registration with the Department of Industrial Relations. Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.