SC-0510 Rehab of Sewer Lift Stations - Final Plans.pdf
PDF 20 MB Posted
- Solicitation number
- UD-26-350
- Issued by
- California
About this file
This is a comprehensive set of construction design drawings and specifications for the Long Beach Public Utilities Department in Long Beach, California, detailing the rehabilitation of three sewer lift stations: S-19 at 651 Queensway Drive, S-28 at 5751 Boathouse Lane, and S-29 at 1126 Queens Highway. The project (SC-0510, WD-08-26) is organized into multiple phases across four main construction stages: Phase 1 and 2A involve a 6-inch sewer lateral extension to the S-30 sewer lift station; Phase 2B and 3A cover replacement of a 10-inch sewer force main; Phase 3B addresses S-29 mechanical demolition; and Phase 4A and 4B involve comprehensive rehabilitation of S-19 and S-28 lift stations, including mechanical demolition, bypass assembly installation, and new equipment integration. The design was completed by JIG Consultants (318 W. Katella Avenue, Suite A, Orange, CA 92867) and submitted by Thomas Bekele, Senior Director of Engineering, with approval from General Manager B. Anatole Falagán. The drawing set includes 31 sheets covering title sheets, general notes, benchmark and location maps, civil details, mechanical details, electrical systems, PLC I/O diagrams, control panel elevations, and traffic control plans.
The project encompasses extensive mechanical and electrical improvements to replace and rehabilitate pumping equipment, control systems, and associated infrastructure at all three stations. Key mechanical components include new submersible pumps, pressure transducers, sump pumps, float switches, bypass assemblies, check valves, and isolation equipment. Electrical work involves installation of new RTU/pump control panels (NEMA 4X stainless steel enclosures), PLC-based automation systems with M340 controllers, multiple transformer enclosures rated at 37.5 KVA, manual transfer switches, circuit breakers, and comprehensive instrumentation including ultrasonic level transmitters and flow meters. The project includes provisions for optional use of existing panels to power new pumping equipment at S-28. Traffic control plans are provided for Queens Highway (S-29) and Queensway Drive (S-19) with speed limits of 15 and 30 mph respectively, including temporary railing, delineators, crash cushions, and pavement markings per California Manual on Uniform Traffic Control Devices standards. Construction is designed to occur in phased operations with provisions for temporary bypass systems to maintain lift station operations during rehabilitation activities.
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| SC-0510 Rehab of Sewer Lift Stations - Final Specifications.pdf |
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Text version
LONG BEACH PUBLIC UTILITIES DEPARTMENT
LONG BEACH, CALIFORNIA
SUBMITTED BY:
THOMAS BEKELE
PROJECT MANAGER:
(EXPIRES: DECEMBER 31, 2026)
JOSEPH GUTIERREZ R.C.E. 55604 DATE
SENIOR DIRECTOR OF ENGINEERING
TITLE SHEET AND SHEET INDEX
SHEET INDEX
SHT # DWG # SHEET TITLE
1 G-01 TITLE SHEET AND SHEET INDEX
2 G-02 GENERAL NOTES, PUBLIC AGENCIES & UTILITIES, & UTILITY LEGEND
C-02
M-08
C-01 PHASE 1 AND 2A 6" SEWER LATERAL EXTENSION TO S-30 SEWER LIFT STATION PLAN & PROFILE
PHASE 2B AND 3A REPLACEMENT OF 10" SEWER FORCE MAIN PLAN & PROFILE
G-03 BENCHMARK, BASIS OF BEARINGS, AND LOCATION MAPS
PHASE 1A-3B
DIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004 6518010005
PHASE 4A S-19 MECHANICAL DEMOLITION PLAN & SECTION
PHASE 4B S-28 DEMOLITION SITE PLAN
M-01
PHASE 4A S-19 SEWER LIFT STATION BYPASS ASSEMBLY SITE PLAN, MECHANICAL PLAN, & SECTION
M-07
PHASE 4B S-28 SEWER LIFT STATION SITE PLAN, MECHANICAL PLAN, & SECTION
PHASE 4A S-19 SEWER LIFT STATION IMPROVEMENTS SITE PLAN, MECHANICAL PLAN, & SECTION
PHASE 4A
PHASE 4B12
PHASE 3B S-29 MECHANICAL DEMOLITION PLAN & SECTION
C-03 MISCELLANEOUS CIVIL DETAILS - 1
C-04 MISCELLANEOUS CIVIL DETAILS - 2
M-02
M-03
M-04
M-05
13 M-06
MECHANICAL DETAILS - 1
MECHANICAL DETAILS - 2
E-01 ELECTRICAL SYMBOLS AND NOTES
E-02
E-03
E-04
E-05
E-06
E-07
E-08
E-09
S-19 ELECTRICAL PLANS
S-28 ELECTRICAL PLANS
S-28 SINGLE LINE DIAGRAM AND SCHEDULES
S-28 CONTROL DIAGRAMS
S-28 PLC POWER AND COMMUNICATION DIAGRAM
S-28 CONTROL PANEL ELEVATIONS
RTU LAYOUT (INTERIOR)
S-19 & S-28 PLC I/0 DIAGRAMS
DATE
E-10
S-29 ELECTRICAL DEMOLITION PLAN
E-11
S-28 ELECTRICAL DETAILS
M-09 MECHANICAL DETAILS - 3
TC-01 TITLE SHEET
TC-02
QUEENS HIGHWAY AND QUEENSWAY DRIVE TRAFFIC CONTROL PLANS
M-10 MECHANICAL DETAILS - 4
E-12 OPTIONAL - USE OF EXISTING PANELS TO POWER NEW PUMPING EQUIPMENT
08/03/2026 wadepew Image wadepew Text Box 8/3/2026 wadepew Image wadepew Text Box 8/5/2026
GENERAL NOTES, PUBLIC AGENCIES & UTILITIES, &
UTILITY LEGENDDIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004 6518010005
08/03/2026 wadepew Image wadepew
BENCHMARK, BASIS OF BEARINGS, AND LOCATION MAPS
DIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004 6518010005
S-28 SEWER
LIFT STATION
PHASE 4B SITE
S-19 SEWER
LIFT STATION
PHASE 4A SITE
S-29 SEWER
LIFT STATION
PHASE 3B SITE
PHASE 1 & 2A SITE
PHASE 2B & 3A SITE
08/03/2026 wadepew Image wadepew
PHASE 1 AND 2A
6" SEWER LATERAL EXTENSION TO S-30 SEWER LIFT STATION
PLAN & PROFILEDIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004 6518010005
BEGIN CONSTRUCTION
END CONSTRUCTION
BEGIN CONSTRUCTION
END CONSTRUCTION
08/03/2026 wadepew Image wadepew
PHASE 2B AND 3A
REPLACEMENT OF 10" SEWER FORCE MAIN
PLAN & PROFILE
B
EG
IN
C
O N
ST
R
U C
TI
O
N
EN
D
C O
N
ST
R U
C
TI
O N
DIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004 6518010005
BEGIN CONSTRUCTION
END CONSTRUCTION
08/03/2026 wadepew Image wadepew
MISCELLANEOUS CIVIL DETAILS - 1
DIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004 6518010005
08/03/2026 wadepew Image wadepew
MISCELLANEOUS CIVIL DETAILS - 2
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004 6518010005
08/03/2026 wadepew Image wadepew
PHASE 4A
S-19 MECHANICAL DEMOLITION
PLAN & SECTIONDIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004 6518010005
08/03/2026 wadepew Image wadepew
PHASE 4A
S-19 SEWER LIFT STATION BYPASS ASSEMBLY
SITE PLAN, MECHANICAL PLAN, & SECTIONDIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004 6518010005
08/03/2026 wadepew Image wadepew
PHASE 4A
S-19 SEWER LIFT STATION IMPROVEMENTS
SITE PLAN, MECHANICAL PLAN, & SECTIONDIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004 6518010005
08/03/2026 wadepew Image wadepew
PHASE 4B
S-28 DEMOLITION SITE PLANDIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004 6518010005
08/03/2026 wadepew Image wadepew
PHASE 4B
S-28 SEWER LIFT STATION
SITE PLAN, MECHANICAL PLAN, & SECTIONDIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/28/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/28/26
6518010004 6518010005
08/03/2026 wadepew Image wadepew
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004 6518010005
PHASE 3B
S-29 MECHANICAL DEMOLITION
PLAN & SECTION
08/03/2026 wadepew Image wadepew
MECHANICAL DETAILS - 1
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004 6518010005
08/03/2026 wadepew Image wadepew
MECHANICAL DETAILS - 2
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004 6518010005
08/03/2026 wadepew Image wadepew
LEVEL SENSOR BRACKET
BASE CHANNEL LEG CHANNEL
SUPPORT CHANNEL
BRACKET ASSEMBLY
MOUNTING BRACKETS CHANNEL BRACKETS HARDWARE ASSEMBLY
PIVOT ASSEMBLY LOCKING ROD
WEDGE ANCHOR
DIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004
6518010005MECHANICAL DETAILS - 3
08/03/2026 wadepew Image wadepew
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/21/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
RJO
JOE G.
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT: 6518010003
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/21/26
6518010004
6518010005MECHANICAL DETAILS - 4
08/03/2026 wadepew Image wadepew
ABBREVIATIONS
GROUNDGRD
PA PUBLIC ADDRESS
UNDERGROUND PULL SECTION
VOLTAGE DROP
UNINTERRUPTABLE POWER SYSTEM
TRANSFORMER
VARIABLE AIR VOLUME
SHORT CIRCUIT CURRENT
TRANSIENT VOLTAGE SURGE
STRUCTURED CABLING SYSTEM
ROOT MEAN SQUARE
RECEPTACLE
WEATHERPROOF
UNLESS OTHERWISE NOTED
VOLT AMPERES
RIGID GALVANIZED STEEL
600 VOLTS AND LESS
TELEPHONE AND DATA
REFRIGERATOR
VD
U.P.S.
XFMR
VAV
VA
V
W
WP
VOLTS
WIRE
U.G.P.S.
SCC
T.V.S.S.
SCS
RMS
REF
RGS
SQ.
TV
TC
TEL/DATA
U.O.N.
TYP
REC, RECEPT
SECONDARY
SQUARE
TYPICAL
TELEVISION
TIMECLOCK
MERCURY VAPOR
POWER DISTRIBUTION UNIT
POLY VINYL CHLORIDE
PLUMBING CONTRACTOR
PERCENT IMPEDANCE
NOT TO SCALE
NATIONAL ELECTRICAL
MINIMUM CIRCUIT AMPS
MOTOR CIRCUIT PROTECTOR
NON AUTOMATIC DISCONNECT
MANUFACTURER
THOUSAND CIRCULAR MILS
MOTOR CONTROL CENTER
METAL HALIDE
POTENTIAL TRANSFORMER
FURNISH, INSTALL AND CONNECT.
OVER 600 VOLTS
NORMALLY OPENED
NORMALLY CLOSED
NOT IN CONTRACT
OWNER FURNISHED, CONTRACTOR
PDU
PVC
P.C.
%Z
N.T.S.
OFCI
NL
NO. or #
PC
PH. or Ø
PRIMARY
PT
PROVIDE
P POLE
NUMBER
PHASE
PHOTOCELL
NIGHT LIGHT
NEMA
MCA
MIN.
MCP
MCC
MCM
NEC
MTD
MW
MFR.
MH
NO
NC
NF
NIC
MOUNTED
MICROWAVE
NON-FUSED
MINIMUM
MECHANICAL CONTRACTOR
MAXIMUM OVERCURRENT PROTECTION
KILOWATT HOUR
GROUND FAULT CIRCUIT INTERRUPTER.
GROUND FAULT PROTECTION
GROUNDING ELECTRODE CONDUCTOR
HEATING AIR CONDITIONING
LONG CONTINUOUS LOAD
KILOVOLT AMPERES
HIGH PRESSURE SODIUM
ISOLATED GROUND
JUNCTION BOX
DEGREE KELVIN
HIGH INTENSITY DISCHARGE
HEIGHT, WIDTH, DEPTH, LENGTH
HAND-OFF-AUTO
HORSEPOWER
LOW PRESSURE SODIUM
MAIN CIRCUIT BREAKER
MAIN LUGS ONLY
HEATING, VENTILATING AND AIR
M.C.
MOCP
M/M M
KWH
L.F.
LCL
KW
KVA
LPS
MAX.
MCB
MV
MLO
LTG, LTS
MAXIMUM
METER MAIN
METER
LINEAR FEET
KILOWATT
LIGHTING
GFCI
GFP
GEC
HACR
HOA
HVAC
H.,W.,D.,L.
HPS
HP
HID
I/G
JBOX
K
IN. or '' INCHES
AVERAGEAVG
CURRENT TRANSFORMER
CURRENT LIMITING FUSE
CONTROL POWER TRANSFORMER
CONDUIT ONLY, COMPLETE WITH
CIRCUIT BREAKER
COMBINATION SMOKE FIRE DAMPER
CURRENT LIMITING CIRCUIT BREAKER
DISTRIBUTION
ENERGY MANAGEMENT CONTROL
ELECTRICAL METALLIC TUBING
ELECTRIC WATER COOLER
ELECTRICAL NON-METALLIC TUBING
ELECTRICAL CONTRACTOR
EMERGENCY POWER OFF
END-OF-LINE CIRCUIT TERMINATOR.
EQUIPMENT GROUND (GREEN)
EXISTING EQUIP. TO BE REOLCATED
FULL LOAD AMPS
EXHAUST FAN
DIST
EMS
EMT
ENT
EWC
E.C.
E.P.O.
E-O-L
E/G
ER*
FA
FLA
FT or '
EF
FEET
FIRE ALARM
C C.O.
BR
BLDG
CB
CIRC., CKT.
CSFD
DIA
CT
CLF
CPT
CLCB
DISC
CONN CONNECTED
DIAMETER
DISCONNECT
CONDUIT
BUILDING
CIRCUIT
BRANCH
AMERICAN WITH DISABILITIES ACT
4" SQUARE BY 2 1/8" DEEP BOX
ABOVE FINISH FLOOR
AMPERES INTERRUPTING CAPACITY
AMERICAN WIRE GAUGE
AMP FRAME, AMP TRIP
AMP SWITCH, AMP FUSE
AUTOMATIC TRANSFER SWITCH
ABOVE FINISH GRADE
A.F.F.
4S/DP
ADA
AS/AF
AF/AT
A.I.C.
AMP, A
AWG
ATS
A.F.G.
AMPERE
SFD SMOKE FIRE DAMPER
NATS
NATIONAL ELECTRICAL CODE
AUTHORITY HAVING JURISDICTIONAHJ
CEC CALIFORNIA ELECTRICAL CODE
INTERMEDIATE DISTRIBUTION FRAMEIDF
MAIN DISTRIBUTION FRAMEMDF
BDF BUILDING DISTRIBUTION FRAME
SHEET METAL & AIR COND.SMACNA
THOUSAND CIRCULAR MILSKCMIL
CONTRACTORS' NAT'L ASSOC.
(SYMMETRICAL)
CONDITIONING
MANUFACTURERS' ASSOCIATION
INSTALLED.
SUPPRESSION
PULLSTRING
SYSTEM
REFRIGERATION
EXISTING EQUIP. TO BE DEMO'DXX
N NEW EQUIP.
EXISTING EQUIP. TO REMAINE
EXPLOSION PROOFEP
(* CORRESPONDS TO NEW LOCATION)
NEW LOCATION FOR REOLCATED EQUIP.ERT*
(* CORRESPONDS TO PREVIOUS LOCATION)
DELTA CONFIGURATION
DETAIL CALLOUT, "3" INDICATES DETAIL NUMBER "E-1" INDICATES SHEET NUMBER.
UNIT NUMBER. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND
MECHANICAL EQUIPMENT CALLOUT, "AC" INDICATES UNIT TYPE AND "2" INDICATES
PLAN NOTE REFERENCE, REFER TO NOTES ON SHEET, OR AS DIRECTED.
ANNOTATIONS
GROUND
WYE CONFIGURATION
REVISION REFERENCE.
ELECTRICAL REQUIREMENTS.
A-1&3&5
A-1,3,5
A-1+3+5
FLEXIBLE CONNECTION AS REQUIRED. NUMBER OF CONDUCTORS AS REQUIRED. VERIFY CONNECTION
REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-IN.
CONDUIT STUB OUT, CAP, MARK AND RECORD ON AS-BUILT DRAWINGS
TANDEM WIRING CONNECTION.
CONDUIT CONTINUATION.
BRANCH CIRCUIT SYMBOLS
CONDUIT/ BRANCH CIRCUIT/FEEDER CONTINUATION DOWN WALL TO FLOOR BELOW
CONDUIT/ BRANCH CIRCUIT/FEEDER CONTINUATION UP WALL TO FLOOR ABOVE
HOME RUN TO PANEL. LETTER DESIGNATES PANEL, NUMBERS INDICATE CIRCUITS. HASH MARKS INDICATE
NUMBER OF CONDUCTORS IN CONDUIT RUN, #12 AWG MINIMUM UNLESS OTHERWISE NOTED.
HOME RUN TO PANEL. LETTER DESIGNATES PANEL, NUMBERS INDICATE CIRCUITS WITH SEPARATE
NEUTRALS. "&" INDICATES SEPARATE NEUTRALS.
HOME RUN TO PANEL. LETTER DESIGNATES PANEL, NUMBERS INDICATE CIRCUITS. "+" INDICATES SEPARATE #10 NEUTRAL THROUGHOUT BRANCH CIRCUIT. HASH MARK " " INDICATES AN ISOLATED GROUND
CONDUCTOR.
CONCEALED CONDUIT OR BRANCH CIRCUIT UNLESS OTHERWISE NOTED. 1/2" CONDUIT MINIMUM, (2) #12 AWG
CONDUCTORS MINIMUM
CONDUIT OR BRANCH CIRCUIT CONCEALED BELOW GRADE, 3/4" CONDUIT MINIMUM WITH (2) 12 AWG
CONDUCTORS MINIMUM AND A CODE SIZED EQUIPMENT GROUND.
E-1
EF
LIGHTING FIXTURE DESIGNATION
X
XXX-X
SURFACE-MOUNTED CONDUIT OR BRANCH CIRCUIT UNLESS OTHERWISE NOTED. 1/2" CONDUIT MINIMUM, (2) #12 AWG CONDUCTORS MINIMUM. CONDUIT SHALL BE PAINT TO MATCH ADJUCENT SURFACE. COORDINATE
COLOR WITH ARCHITECT/INTERIORS.
CONCEALED CONDUIT OR BRANCH CIRCUIT ROUTED IN FLOOR SLAB OR CONCRETE. COORDINATE
INSTALLATION WITH GENERAL CONTRACTOR AND SUPPORT AS REQUIRED. 1/2" CONDUIT (2) #12 AWG
CONDUCTORS MINIMUM.
OR
UTILITY COMPANY METER. PROVIDE "CT's" AND "PT's" AS REQUIRED, REFER TO SINGLE LINE DIAGRAM.
NON-FUSED DISCONNECT SWITCH, HP RATED AND WEATHERPROOF AS REQUIRED. PROVIDE FINAL CONNECTION
TO UNIT EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT SIZES.
FUSED DISCONNECT SWITCH, HP RATED, OR COMBINATION MOTOR STARTER/DISCONNECT SWITCH WITH FUSES PER EQUIPMENT MANUFACTURER AND WEATHERPROOF AS REQUIRED. PROVIDE FINAL CONNECTION TO UNIT
EQUIPMENT. SEE MOTORIZED EQUIPMENT SCHEDULE FOR DISCONNECT AND STARTER SIZES.
P - PILOT LIGHT
GROUND CONNECTION, SIZE AS INDICATED OR AS REQUIRED.
M - MOTOR STARTING
LV - LOW VOLTAGE
PULLBOX, SIZED PER N.E.C. OR AS NOTED.
R - REMOTE CONTROL
2 - DOUBLE POLE
K - KEY OPERATED
3 - THREE WAY
4 - FOUR WAY
THERMOSTAT OUTLET BOX, PROVIDE 1/2"C.O. TO RESPECTIVE MECHANICAL UNIT.
EXHAUST FAN, OR MOTOR LOAD. REFER TO MECHANICAL, PLUMBING OR KITCHEN DRAWINGS FOR SPECIFIC
LOAD REQUIREMENTS OR AS NOTED.
FLUSH MOUNTED ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE.
SURFACE MOUNTED ELECTRICAL PANELBOARD OR LOAD CENTER. REFER TO PANEL SCHEDULE.
DISTRIBUTION SWITCHBOARD. REFER TO SINGLE LINE DIAGRAM.
TRANSFORMER, REFER TO SINGLE LINE DIAGRAM.
T
M CT.
PPB
CLASS J
3P
50AF
60AS
150AF
150AT
3P
CIRCUIT BREAKER, LINE 1 REPRESENTS FRAME SIZE/RATING; LINE 2 REPRESENTS TRIP SIZE/RATING; LINE 3 REPRESENTS NUMBER OF POLES AND LINE 4 REPRESENTS MISCELLANEOUS BREAKER INFO. (SEE BELOW):
ST = PROVIDE SHUNT TRIP MECHANISM.
HACR = PROVIDE HACR-RATED BREAKER.
GFP = GROUND FAULT PROTECTION
CLCB = CURRENT LIMITING CIRCUIT BREAKER
SS = PROVIDE SOLID STATE CIRCUIT BREAKER
FUSIBLE SWITCH: LINE 1 REPRESENTS SWITCH SIZE/RATING; LINE 2 REPRESENTS NUMBER OF POLES; LINE 3 REPRESENTS FUSE SIZE/RATING; LINE 4 REPRESENTS FUSE TYPE; LINE 5 REPRESENTS MISCELLANEOUS
FUSE INFO. (SEE BELOW):
SHUNT= PROVIDE SHUNT TRIP MECHANISM.
GFP = GROUND FAULT PROTECTION
CLF = CURRENT LIMITING FUSE
SINGLE POLE SWITCHES, MOUNTING HEIGHT PER ADA DEVICE MOUNTING REQUIREMENTS. SUBSCRIPTS AT
SYMBOL INDICATE THE FOLLOWING:
NOTE: ALL WALL SWITCHES CONTROLLING EMERGENCY CIRCUITS SHALL BE ENGRAVED WITH "EMERGENCY"
F ab
POWER SYMBOLS
WALL MOUNTED JUNCTION BOX. MOUNTING HEIGHT AS NOTED. 4S/DP MINIMUM OR AS REQUIRED BY N.E.C..
JUNCTION BOX, MOUNTED IN ACCESSIBLE CEILING FOR APPLICATION DENOTED ON PLAN. 4S/DP MINIMUM OR
AS REQUIRED BY N.E.C..
J
J
DUPLEX RECEPTACLE - MOUNTING HEIGHT PER ADA DEVICE MOUNTING REQUIREMENTS OR AS NOTED.
DOUBLE DUPLEX RECEPTACLE, MOUNTING HEIGHT PER ADA DEVICE MOUNTING REQUIREMENTS OR AS NOTED.
DUPLEX, GFCI RECEPTACLE, MOUNTING HEIGHT PER ADA DEVICE MOUNTING REQUIREMENTS OR AS NOTED.
WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS.
DOUBLE DUPLEX, GFCI RECEPTACLE, MOUNTING HEIGHT PER ADA DEVICE MOUNTING REQUIREMENTS OR AS
NOTED. WP INDICATES WEATHERPROOF, REFER TO THE GENERAL PRODUCT SPECIFICATIONS.
SPECIAL RECEPTACLE, MOUNTING HEIGHT PER ADA DEVICE MOUNTING REQUIREMENTS OR AS NOTED. REFER TO
PLAN NOTES.
T
1. THE ELECTRICAL CONTRACTOR (EC) SHALL INCLUDE AND PROVIDE IN BID
ALL LABOR AND MATERIALS NECESSARY FOR A COMPLETE AND
OPERATIONAL INSTALLATION OF ALL ELECTRICAL SYSTEMS.
2. EC SHALL COORDINATE AND OBTAIN ALL APPROVALS, PERMITS, AND
DOCUMENTS FROM REGULATORY AGENCIES AND UTILITY COMPANIES.
3. ALL CONDUIT RACEWAY SYSTEMS ARE TO BE INSTALLED AS FOLLOWS:
a. RIGID GALVANIZED STEEL IS TO BE INSTALLED IN ALL AREAS WHICH
ARE EXPOSED TO WEATHER AND/OR PHYSICAL DAMAGE.
b. WP FLEXIBLE METALLIC CONDUIT I S PERMITTED FOR SHORT
CONNECTIONS TO LIGHT FIXTURES (6'-0" MAX). FLEXIBLE CONDUIT
SHALL ALSO BE INSTALLED FOR EQUIPMENT REQUIRING VIBRATION
AND ISOLATION.
d. P.V.C. CONDUIT SHALL BE USED FOR UNDERGROUND
CONDUITS. ROUTE CODE SIZED GROUND WIRE INSIDE OF
CONDUIT. CONDUIT RISERS AND STUBS ABOVE GRADE SHALL BE
RGS WITH HALF-LAPPED TAPE COVERING OR P.V.C. COATING.
4. UNLESS OTHERWISE NOTED OR REFERENCED ON THE DRAWINGS ALL N
NEW ELECTRICAL WIRING IS TO BE 600V RATED COPPER WITH TYPE
"THHN/THWN" INSULATION.
5. ALL MOUNTING HEIGHTS REFERENCED ON DRAWINGS ARE MEASURED
FROM FINISHED FLOOR UNLESS OTHERWISE REFERENCED OR INDICATED
ON THE DRAWINGS.
6. ALL ELECTRICAL EQUIPMENT LOCATIONS (LIGHTING, RECEPTACLE, FLOOR
BOX, ETC.) ARE TO BE VERIFIED WITH THE ARCHITECT AND/OR EQUIPMENT
SUPPLIER PRIOR TO BEGINNING ANY ROUGH-IN.
7. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND SUPPORTED IN
ACCORDANCE WITH OSHA STANDARDS, AND ALL STATE, LOCAL, SEISMIC,
AND NATIONAL ELECTRIC CODES.
8. THE DRAWINGS INCLUDED IN THIS DOCUMENT SET ARE DIAGRAMMATIC.
THEY ARE REPRESENTATIVE OF THE ENGINEER OF RECORDS DESIGN
INTENT FOR ALL ELECTRICAL DEVICES/EQUIPMENT AND THE INDIVIDUAL
POWER FEEDS THEY ARE TO BE CONNECTED TO. THE SELECTED EC
SHALL BE RESPONSIBLE FOR PROVIDING ALL J-BOXES, CONDUIT, WIRING/
CABLING, ETC. AS REQUIRED FOR A COMPLETE AND OPERATIONAL
ELECTRICAL INSTALLATION.
9. ALL ELECTRICAL EQUIPMENT (PANELS, RECEPTACLES, J-BOXES, ETC.)
SHALL BE WEATHERPROOF AND/OR INSTALLED IN A NEMA 3R ENCLOSURE
WHERE APPLICABLE OR INSTALLED OUTDOORS.
10. ALL ELECTRICAL WORK SHALL BE PERFORMED ACCORDING TO STATE,
LOCAL, NATIONAL, AND DISTRICT STANDARDS AND CODES. COORDINATE
SPECIFIC REQUIREMENTS WITH DISTRICT STANDARDS AND AUTHORITY
HAVING JURISDICTION.
11. ALL ELECTRICAL EQUIPMENT SHALL BE NEW AND IS TO BE CLEARLY
LABELED/IDENTIFIED AS UNDERWRITER LABORATORIES (UL) COMPLIANT
UNLESS OTHERWISE NOTED OR REFERENCED IN THE DRAWINGS OR
SPECIFICATIONS.
12. EC IS RESPONSIBLE FOR SECURING ALL REQUIRED BUILDING PERMITS
AND SHALL INCLUDE THE COST TO SECURE BUILDING PERMITS IN THEIR
FINAL BID.
13. UNLESS OTHERWISE WRITTEN, STATED, OR REFERENCED IN DRAWINGS
OR SPECIFICATIONS CONTRACTOR SHALL GUARANTEE THE COMPLETE
ELECTRICAL INSTALLATION FOR A PERIOD OF 1-YEAR.
14. ALL ELECTRICAL DISTRIBUTION EQUIPMENT (PANELS, DISTRIBUTION
BOARDS, TRANSFORMERS, ETC), FEEDERS (CONDUIT, CONDUCTOR SIZE,
AND QUANTITY), MECHANICAL EQUIPMENT, ELEVATORS, VARIABLE
FREQUENCY DRIVES (VFD'S), ETC. MAY ONLY BE REFERENCED ON THE
SINGLE-LINE DRAWING AND NOT INDIVIDUAL PLAN SHEETS. EC SHALL
REVIEW AND VERIFY ALL REFERENCED INFORMATION ON THE SINGLE-LINE
DRAWING.
15. EC SHALL BE RESPONSIBLE FOR ALL REQUIRED SAW-CUTTING, CORE
DRILLING, PATCHING, REFINISHING, ETC. AS REQUIRED FOR INSTALLATION
OF ELECTRICAL EQUIPMENT AND SYSTEMS. ANY PENETRATIONS OR
OPENINGS MADE IN WALLS OR STRUCTURES SHALL BE PATCHED AND/OR
SEALED AS REQUIRED TO MAINTAIN THE INTEGRITY AND/OR RATING OF
THE WALL OR STRUCTURE.
16. EC SHALL VISIT THE SITE PRIOR TO SUBMISSION OF THEIR FINAL BID TO
VERIFY ALL EXISTING SITE CONDITIONS WHICH MAY AFFECT THE
COMPLETION OF THE ELECTRICAL INSTALLATION. ALL METHODS AND
REQUIREMENTS FOR INSTALLATION SHALL BE DETERMINED PRIOR TO
BID DATE. ELECTRICAL EC SHALL NOTIFY THE ENGINEER OF RECORD
OF ANY REQUIRED MODIFICATIONS WHICH ARE NOT REFERENCED ON
THESE ELECTRICAL PLANS. SUBMITTAL OF THE EC'S BID DEMONSTRATES
THE CONTRACTOR'S AWARENESS OF ALL SITE CONDITIONS AND
REQUIRED WORK TO BE PERFORMED.
17. ALL CEILINGS AND CEILING SYSTEMS AS A RULE ARE CONSIDERED TO BE
INACCESSIBLE. ALL ELECTRICAL DEVICES AND EQUIPMENT INSTALLED
ABOVE CEILINGS ARE TO BE MOUNTED IN A LOCATION WHICH IS
ACCESSIBLE. IN SITUATIONS WHERE ELECTRICAL DEVICES AND
EQUIPMENT MUST BE INSTALLED IN AN AREA WHICH IS INACCESSIBLE,
EC SHALL INSTALL AN ADEQUATELY SIZED, CODE COMPLIANT ACCESS
PANEL AS REQUIRED BY CURRENT CODES - LOCATION OF THE REQUIRED
ACCESS PANEL SHALL BE COORDINATE WITH THE ARCHITECT AND
INTERIOR DESIGNER PRIOR TO ROUGH-IN.
18. EC IS RESPONSIBLE FOR COMPLETING ALL FINAL ELECTRICAL
CONNECTIONS TO OWNER FURNISHED EQUIPMENT AND SHALL PROVIDE
ALL MOTOR START SWITCHES, DISCONNECTS, ETC. AS REQUIRED.
19. ALL ELECTRICAL EQUIPMENT CONNECTIONS, MOUNTING LOCATIONS,
ELECTRICAL REQUIREMENTS, ETC. ARE TO BE COORDINATED AND
VERIFIED PRIOR TO COMMENCEMENT OF ELECTRICAL ROUGH-IN.
20. EC TO SUBMIT SHOP DRAWINGS FOR THE APPROVAL OF THE ELECTRICAL
ENGINEER OF RECORD FOR ALL ELECTRICAL EQUIPMENT AND MATERIALS
TO BE UTILIZED IN THE ELECTRICAL INSTALLATION. ALL APPROVALS BY
THE ENGINEER OF RECORD MUST BE SECURED PRIOR TO COMPLETION
OF ANY PURCHASE ORDERS OR ROUGH-IN WORK.
21. THESE ELECTRICAL DRAWINGS AND ASSOCIATED SPECIFICATIONS ARE
TO BE CONSIDERED CONTRACT DOCUMENTS FOR AGENCY
REVIEW/APROVAL AND EC BIDDING PURPOSES.
22. THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN
ACCORDANCE WITH NEC/CEC ARTICLE 250. ALL POWER AND LIGHTING
CIRCUITS SHALL BE INSTALLED WITH A MINIMUM #12AWG CU GROUND
WIRE UNLESS OTHERWISE NOTED OR REFERENCED.
23. EC TO PROVIDE ENGRAVED PHENOLIC NAMEPLATES ON ALL DISCONNECT
SWITCHES, DISTRIBUTION EQUIPMENT, J-BOXES ETC. WITH METALLIC
COVERS. SEE GENERAL NOTES ON SINGLE-LINE DIAGRAM FOR SPECIFIC
INFORMATION REGARDING NAMEPLATE REQUIREMENTS.
24. ALL COVER PLATES FOR LIGHT SWITCHES AND OUTLETS SHALL BE
STAINLESS STEEL WITH PANEL AND CIRCUIT ENGRAVED NAMEPLATES
25. AT THE COMPLETION OF THE PROJECT THE EC SHALL PROVIDE THE
OWNER WITH A COMPLETE SET OF AS-BUILT ELECTRICAL DRAWINGS.
26. ANY AND ALL WORK THAT REQUIRES AN INTERRUPTION TO A BUILDING(S)
ELECTRICAL SERVICE MUST BE COORDINATED WITH THE DISTRICT A
MINIMUM OF 48 HOURS IN ADVANCE. ANY SERVICE DOWNTOWN SHALL
NOT OCCUR DURING SCHOOL HOURS.
27. EC SHALL BE RESPONSIBLE FOR FOR ENSURING THAT ALL LOW VOLTAGE
SYSTEMS ARE COMPATIBLE AND ARE COMPLETE AND OPERATIONAL.
28. EC SHALL PERMANENTLY TAG ALL CONDUCTORS IN EACH ELECTRICAL
AND LOW VOLTAGE SYSTEM AS REFERENCED IN THE SPECIFICATIONS.
29. ANY SURFACE MOUNTED EXPOSED CONDUIT IN VIEW OF THE PUBLIC
SHALL BE PAINTED TO MATCH THE FINISH OF THE SURFACE TO WHICH IT
IS MOUNTED WITH TWO (2) COATS OF PAINT. ALL EXTERIOR SURFACE
MOUNTED EXPOSED CONDUITS ARE TO BE PAINTED WITH TWO (2) COATS
OF WEATHERPROOF LATEX PAINT.
30. EC TO PROVIDE ALL CONDUIT ONLY (C.O.) INFRASTRUCTURE WITH A 3/16"
NYLON PULL ROPE. LABEL PULL ROPE AT EACH END WITH THE LOCATIONS
OF ORIGIN AND TERMINATION.
31. IN INSTANCES WHERE A CONFLICT BETWEEN THE ELECTRICAL DRAWINGS
AND THE SPECIFICATIONS FOR THE PROJECT EXISTS, THE EC SHALL
ADHERE TO THE MORE STRINGENT REQUIREMENT.
32. THE SEISMIC ANCHORAGE OF ELECTRICAL EQUIPMENT SHALL CONFORM
TO C.C.R. TITLE 24, 2016 CBC SECTION 1613A AND ASCE7-05 SECTION 13.3
THRU 13.6. ANCHORAGE DETAILS NOT SHOWN ON THE APPROVED PLANS
OR OTHERWISE APPROVED BY DSA ARE SUBJECT TO FIELD APPROVAL BY
THE ARCHITECT AND/OR STRUCTURAL ENGINEER OF RECORD AND DSA.
33. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. AS SUCH, ALL ELECTRICAL
EQUIPMENT LOCATIONS, CONDUIT ROUTING, ETC. ARE NOT PRECISE AND
SHALL BE COORDINATED, VERIFIED, AND DETERMINED IN THE FIELD. EC
TO INSTALL ALL ELECTRICAL EQUIPMENT AND ROUTE ALL CONDUITS IN
LOCATIONS WHICH MEET CODE REQUIREMENTS FOR
ACCESSIBILITY/MOUNTING AND DO NOT INTERFERE WITH ANY BUILDING
STRUCTURES, UTILITIES, OR OTHER TRADE EQUIPMENT.
34. ALL EXISTING SITE RELATED ELECTRICAL EQUIPMENT (I.E. UNDERGROUND
UTILITIES, DUCTS, STRUCTURES, PULL BOXES, ETC.) LOCATIONS ARE
DIAGRAMMATIC IN NATURE AND ONLY REFLECT APPROXIMATE
LOCATIONS, QUANTITIES, AND/OR ROUTING INFORMATION. ALL
REFERENCED INFORMATION HAS EITHER BEEN SURVEYED, REPORTED BY
THE OWNER/OWNERS REP, AND/OR REFERENCED ON AN AS-BUILT
RECORD DOCUMENTS. ALL EXISTING ELECTRICAL EQUIPMENT
REFERENCED ON THESE DRAWINGS IS TO BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. BY ACCEPTING
THESE PLANS OR PROCEEDING WITH ELECTRICAL SCOPE OF WORK,
AGREES TO ACCEPT LIABILITY AND SHALL RENDER THE ENGINEER OF
RECORD HARMLESS FOR ANY ELECTRICAL EQUIPMENT NOT REPORTED
TO THE ENGINEER DURING THE DESIGN PROCESS. THE CONTRACT TO
TAKE THE REQUIRED PRECAUTIONARY MEASURES TO ENSURE ALL
EXISTING ELECTRICAL EQUIPMENT IS PROTECTED IN PLACE.
35. ANY EXISTING BUILDING STRUCTURES OR SURFACES DAMAGED BY
DEMOLITION OR DURING INSTALLATION ACTIVITIES SHALL BE REPAIRED,
PATCHED, AND/OR REFINISHED TO THE SATISFACTION OF THE OWNER.
36. ALL EXISTING ELECTRICAL EQUIPMENT INDICATED TO BE DEMOLISHED
SHALL BE REMOVED ENTIRELY AND ALL AFFECTED SURFACES OR
STRUCTURES SHALL BE REPAIRED, REPLACED, AND/OR REFINISHED TO
MATCH THE ADJACENT SURFACES OR DAMAGED ITEM(S).
37. FOR CLARITY ONLY RECONSTRUCTION OR NEW WORK RELATED
ELEMENTS AND SELECT EXISTING FACILITIES SPECIFICALLY REQUIRING
COORDINATION WITH ANY NEW WORK.
38. ALL CONDUITS, BOXES, SURFACE MOUNTED RACEWAYS, SUPPORT
DEVICES, AND ASSOCIATED FITTINGS SHALL BE MOUNTED IN CONCEALED
LOCATIONS ABOVE CEILINGS, DUCTS, TRUSSES, BEAMS, ETC. IN AREAS
WHERE A CONCEALED MOUNTING LOCATION IS NOT AVAILABLE
EQUIPMENT SHALL BE PAINTED TO MATCH THE ADJACENT SURFACES.
39. ANY PENETRATIONS BY CONDUITS OR OTHER ELECTRICAL EQUIPMENT
THROUGH A FIRE RATED WALL - WHETHER EXISTING OR NEW - SHALL
MAINTAIN THE APPROPRIATE FIRE RATING BY SEALING THE PENETRATION
WITH THE APPROPRIATE UL-LISTED FIRE-STOP MATERIAL/SYSTEM.
GENERAL NOTES
18 CONDUIT IDENTIFICATION
TIMER CONTACT
LIMIT SWITCH
NORMALLY OPEN, NORMALLY CLOSED SWITCH
PUSHBUTTON
CONTROL DIAGRAM SYMBOLS
TIMER CONTACT
CONTROL POWER TRANSFORMER
MOTOR, M = HORSEPOWER
RELAY COIL
SOLENOID VALVE
PUSH TO TEST LED INDICATOR LIGHT, G = GREEN, R = RED,
A = AMBER, W = WHITE
2 POLE, 3 POLE CIRCUIT BREAKERS
2 POLE, 3 POLE DISCONNECT SWITCHES
NORMALLY CLOSED, NORMALLY OPEN CONTACTS
HAND-OFF-AUTO SWITCH
DIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/30/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
CHC
AS
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT:
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/30/26
6518010004 6518010003 6518010005
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
SI
TE
RE
G
G
RF
TE OO I
C
No. E 18589
ELESTA TRIC A
NIAL
IN
RE
E
ORP
RE
D
O SFE SI N
NE
LA
A D
A M S L O
A N
ELECTRICAL SYMBOLS
AND NOTES
7.30.2026 100% Electrical Submittal
08/03/2026 wadepew Image wadepew
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/30/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
CHC
AS
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT:
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/30/26
6518010004 6518010003 6518010005
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
SI
TE
RE
G
G
RF
TE OO I
C
No. E 18589
ELESTA TRIC A
NIAL
IN
RE
E
ORP
RE
D
O SFE SI N
NE
LA
A D
A M S L O
A N
S-19 ELECTRICAL PLANS
SHEET NOTES:
(E) MAIN SERVICE PEDESTAL - 240/120V, 1Ø, 3W, 200 AMP WITH MANUAL
TRANSFER SWITCH ON RAISED CONCRETE PAD
(E) RTU/PUMP CONTROL PANEL ON RAISED CONCRETE PAD, REMOVE RUST
AND REPAINT, INSTALL FLOW TRANSMITTER, FLOW INDICATOR, AND
PRESSURE INDICATOR SEE DETAIL 2, SHEET E-02
(E) WETWELL
VALVE VAULT
FLOW ELEMENT
STUB UP CONDUIT WITH "LB" FITTING, PROVIDE MYERS SCRU-TITE HUB, WP
CONNECTION TO EXISTING PANEL,
POLE MOUNTED ANTENNA, SEE CIVIL DRAWINGS FOR DETAIL
FLOW INDICATOR
PRESSURE INDICATOR
FLOW TRANSMITTER
STUB UP CONDUIT TO "LB" FITTING
MEYERS SCRU-TITE HUB
(E) CONCRETE PAD
REMOVABLE GUARD POST, SEE CIVIL DRAWINGS FOR DETAIL, PROVIDE 3'
CLEARANCE TO CONTROL PANEL)
PRESSURE TRANSMITTER
DEMO (E) ANTENNA POLE AND STRUCTURAL FOOTING, RELOCATE
ANTENNA TO NEW POLE
FE
J
J
ELECTRICAL POWER PLAN
3/8"=1'-0"
1"C-FLOWMETER CABLE
1"C - 2/C#16SH (PRESSURE
TRANSMITTER)
PIT
J
J
2"C - 2-LMR 400 CABLES
RTU/PUMP CONTROL PANEL
NTS
FRONT VIEW END VIEW
13 13
2 2
TYP.
12'
7.30.2026 100% Electrical Submittal
08/03/2026 wadepew Image wadepew
5751 BOATHOUSE LANE
S-28 ELECTRICAL PLANS
ELECTRICAL POWER PLAN
3/8"=1'-0"
1/2
ELECTRICAL SITE PLAN
1"=10'
P0
SHEET NOTES:
(E) TRANSFORMER ENCLOSURE #3, SEE DETAIL 3, SHEET E-11
NEMA 4X PANEL "MS" - 240/120V, 1Ø, 3W, 150 AMP - WALL MOUNTED.
NEMA 4X MANUAL TRANSFER SWITCH, 240/120V, 1Ø, 3W, 200 AMP -
WALL MOUNTED.
NEMA 4X RTU/PUMP CONTROL PANEL ON RAISED CONCRETE PAD,
SEE DETAILS 1 & 2 ON SHEET E-07.
24" X 36" TRAFFIC RATED H20 LOAD PULL BOX WITH BOLT DOWN
COVER, SEAL ALL CONDUIT TO WETWELL
STAINLESS STEEL CONDUIT WITH BUSHING AT WETWELL AND
CONDUIT SEAL AT PULL BOX
SUBMERSIBLE PUMP
WETWELL - CLASS 1, DIVISION 1 AREA PER CEC ARTICLE 501.
ULTRASONIC LEVEL TRANSMITTER, AIM AT CENTER OF WETWELL,
SEE CIVIL DRAWINGS FOR DETAIL.
SUMP PUMP, GFCI RECEPTACLE +18" AFF WITH WP IN-USE COVER
VALVE VAULT
FLOAT SWITCHES, SEE DETAIL 1, SHEET E-11
(E) WET WELL
GROUND ROD IN GROUND WELL, SEE DETAIL 4, SHEET E-11.
FLOW ELEMENT
(E) BUILDING
PRESSURE TRANSMITTER
RELOCATE TWO (E) BUILDING MOUNTED ANTENNAS TO NEW
ANTENNA POLE
37.5 KVA 4160V, 1Ø TO 120/240V, 1Ø FUSED PAD MOUNTED
TRANSFORMER, PROVIDE CONCRETE PAD PER MANUFACTURER
REQUIREMENTS
REMOVABLE GUARD POST, SEE CIVIL DRAWINGS FOR DETAIL,
PROVIDE 3' CLEARANCE TO CONTROL PANEL)
POLE MOUNTED ANTENNA, SEE CIVIL DRAWING FOR DETAIL
NON CONTACT PROXIMITY TYPE HATCH INTRUSION SWITCH
PROTECT IN PLACE (E) PUMP STARTER WITH HOA, DEMO PANEL AT
END OF PROJECT.
PROTECT IN PLACE (E) PLC CONTROL PANEL, DEMO PANEL AT END
OF PROJECT.
(E) WET WELL PULL BOX, INTERCEPT AND EXTEND (E)
CONDUCTORS/CABLES FOR (E) 2 HP SEWAGE PUMP AND (E) LEVEL
SENSOR TO (E) PANELS AS SHOWN
8" X 8" X 6" NEMA 3R PULLBOX
E-03
LT LS
P1
P2
TYP.
TYP.
DIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/30/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
CHC
AS
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT:
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/30/26
6518010004 6518010003 6518010005
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
SI
TE
RE
G
G
RF
TE OO I
C
No. E 18589
ELESTA TRIC A
NIAL
IN
RE
E
ORP
RE
D
O SFE SI N
NE
LA
A D
A M S L O
A N
BOATHOUSE LANE
R/W R/W
P7
P0
C2
P3
P2
P5 C1 P6 C2
C1 P6P5
14 TYP.14
P4
FE
J
C3
PIT
J
C4
J J
C6
P1
20 TYP.
IS
22 C5
C5
P8C7
C7 P8
7.30.2026 100% Electrical Submittal
08/03/2026 wadepew Image wadepew
2P 20A
2P 20A
9.4A
PUMP
P-1
9.4A
PUMP
P-2
100A
MANUAL TRANSFER SWITCH
WITH CAM-LOCKS
120/240V,1Ø,3W
120/240V,1Ø,3W 22KAIC RATED
P6P5
P2
P4
120/240V,1Ø, 3W 200A BUS
SINGLE LINE DIAGRAM
M
P1
DIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/30/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
CHC
AS
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT:
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/30/26
6518010004 6518010003 6518010005
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
SI
TE
RE
G
G
RF
TE OO I
C
No. E 18589
ELESTA TRIC A
NIAL
IN
RE
E
ORP
RE
D
O SFE SI N
NE
LA
A D
A M S L O
A N
S-28 SINGLE LINE DIAGRAM AND SCHEDULES
P3
LOAD SCHEDULE - LIFT STATION
LOAD AMPS
PUMP #1 9.4A
PUMP #2 9.4A
MISC. 15A
25% OF LARGEST
MOTOR
2.4A
TOTAL 36.2A
2P 100A
SYMBOL
PLAN CONDUIT
Qty Size Size
WIRE
Qty From
CONTROL CONDUIT SCHEDULE
Use
DESCRIPTION LOCATION
To
REMARKS
NOTE: PROVIDE 200# PULLROPE IN ALL EMPTY CONDUITS
C1 1 2" FLOAT CABLES CONTROL FLOATS LSLL, LSHH RTU/PUMP CONTROL PANEL
C2 1 1" LEVEL TRANSDUCER CABLE CONTROL ULTRASONIC LEVEL TRANSDUCER RTU/PUMP CONTROL PANEL
C3 1 FLOWMETER CABLE CONTROL FLOWMETER RTU/PUMP CONTROL PANEL1"
SYMBOL
PLAN CONDUIT
Qty Size Size
WIRE
Qty From
POWER CONDUIT SCHEDULE
Use
DESCRIPTION LOCATION
To
REMARKS
NOTE: PROVIDE 200# PULLROPE IN ALL EMPTY CONDUITS
P1 1 2" 3#3/0, 1#2G POWER PAD MOUNTED TRANSFORMER T3 PANEL "MS"
P2 1 2" 3#1/0, 1#2G POWER PANEL "MS" MANUAL TRANSFER SWITCH
P3 1 3#1/0, 1#2G POWER MANUAL TRANSFER SWITCH RTU/PUMP CONTROL PANEL
P4 1 1#2G PANEL "MS", PAD MOUNTED TRANSFORMER GROUND RODS
P6
P7
2"
1" GROUND
1 PUMP CABLE RTU/PUMP CONTROL PANEL PUMP P22" POWER
1 2#12, 1#12G RTU/PUMP CONTROL PANEL SUMP PUMP RECEPTACLE3/4" POWER
P5 1 PUMP CABLE RTU/PUMP CONTROL PANEL PUMP P12" POWER
PUMP CONTROL
PANEL
PANEL "MS"
C4 1 2/C#16SH CONTROL PRESSURE TRANSMITTER RTU/PUMP CONTROL PANEL1"
2P 100A
120/240V,1Ø, 3W 200A BUS
2P 100A
2P 200A
TO RESTROOM BUILDING
3P
30E
5KV
30A
4160V,3Ø
T1
4160V,1Ø PRI
10KVA (AØ,BØ)
120/240V,1Ø SEC
TO 120/240V
LOADS
T2
4160V,1Ø PRI
10KVA (BØ,CØ)
120/240V,1Ø SEC
TO 120/240V
LOADS
4160V,1Ø PRI
10KVA
120/240V,1Ø SEC
TO 120/240V
LOADS
T4
4160V,3Ø PRI
112.5KVA
120/208V,3Ø SEC
TO 120/208V
LOADS
T3
4160V,1Ø PRI (FUSED)
37.5KVA (AØ,CØ)
120/240V,1Ø SEC
PAD MOUNTED
22KAIC RATED
SERVICE
RATED
P4 P0
TRANSFORMER
ENCLOSURE #1
P0 1 3" 2#6 5KV, 1#6G 5KV POWER (E) TRANSFORMER ENCLOSURE #3 PAD MOUNTED TRANSFORMER T3
TRANSFORMER
ENCLOSURE #2
TRANSFORMER
ENCLOSURE #3
MAIN SERVICE
SOUTH SIDE
FEEDER
3#6,5KV
183.75KVA
25.5A +/- 900'
Vd = 0.81%
3#6,5KV
183.75KVA
25.5A +/- 1077'
Vd = 0.97%
3#6,5KV
168.75KVA
23.4A +/- 846'
Vd = 0.70%
3#6,5KV
112.5KVA
15.63A +/- 271'
Vd = 0.15%
2#6,1#6G,5KV
37.5KVA
9A +/- 50'
Vd = 0.01%
TYP.
SCOPE
EXISTING
LOAD SCHEDULE - MAIN SERVICE
LOAD AØ KVA BØ KVA CØ KVA
T1 5 5 0
T2 0 5 5
T3 18.75 0 18.75
T4 37.5 37.5 37.5
TOTAL 61.25 47.5 61.25
SHEET NOTES:
(E) 5KV POT HEAD TERMINATATION
NEMA 4X STAINLESS STEEL ENCLOSURE, VANDAL RESISTANT
WITH LOCKABLE HANDLES
REVENUE GRADE POWER METER 0.2% ACCURACY, SHARK
200-60-10-V4-D2-IN100S-X OR APPROVED EQUAL
MAINTAIN (E) PHASING FOR NEW TRANSFORMER
SAWCUT (E) PAVING AND CONCRETE, TRENCH, BACKFILL,
COMPACT AND PATCH TO MATCH EXISTING
FIELD VERIFY(E) CONDUCTOR SIZE.
PHASE FAIL RELAY, PROVIDE CONTACT TO PLC
REDUCED VOLTAGE SOFT STARTER
E-11
C5 1 2#14 CONTROL HATCH MOUNTED INTRUSION SWITCH RTU/PUMP CONTROL PANEL1"
C6 1 2 - LMR 400 CABLES CONTROL POLE MOUNTED ANTENNAS RTU/PUMP CONTROL PANEL2"
1/2
9.8A
SUMP PUMP
(RECEPTACLE)
P7
1P
AØ
1P
BØ
TO POWER
DISTRIBUTION
DIAGRAM,
DETAIL 1, SHEET
E-06
2P
PFR
6 TYP.
8 8
P8 1 2#10, 1#10G (E) WETWELL PULLBOX - SEWAGE PUMP (E) PUMP STARTER/HOA1 1/4" POWER
C7 1 LEVEL SENSOR CABLE (E) WETWELL PULL BOX - LEVEL SENSOR (E) PLC CONTROL PANEL1 1/4" CONTROL
7.30.2026 100% Electrical Submittal
08/03/2026 wadepew Image wadepew
SHEET NOTE:
ALL INDICATING LIGHTS SHALL BE LED PUSH TO TEST
ALL WIRING TO FIELD DEVICES SHALL BE FAIL SAFE
ALL CONTACTS ARE SHOWN IN NORMALLY
DE-ENERGIZED STATE
FLYGT MINICAS II SUPERVISORY RELAY
INTRINSICALLY SAFE RELAY
LOW LEVEL FLOAT
HIGH LEVEL FLOAT
RELAY SHALL DE-ENERGIZE ON HIGH-HIGH LEVEL
REDUCED VOLTAGE SOFT STARTER
DIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/30/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
CHC
AS
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT:
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/30/26
6518010004 6518010003 6518010005
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
SI
TE
RE
G
G
RF
TE OO I
C
No. E 18589
ELESTA TRIC A
NIAL
IN
RE
E
ORP
RE
D
O SFE SI N
NE
LA
A D
A M S L O
A N
S-28 CONTROL DIAGRAMS
MTR
CB
L2
T1
T2
1FU
O
AH
L1
2HP
MOTOR
HAND
AUTO
CR2
CR4
PUMP
RUNNING
HOA IN
HANDCR1
WETWELL LEVEL CONTROL
CR11
LOW LEVEL
ALARM
PUMP CALL
DELAY
CR11-2
CR11-3
CR11-4
CR13
CR13
R
HIGH LEVEL CR12-3
L N
ISR
L N
ISR
CR10
CR10-1
R
LOW LEVEL
CR12
CR12-1
TRC
SET @ 2 MIN.
0-30 MIN.
CR12-2
CR16
R
FLOAT
CONTROL MODE
CR15
CR14
CR16-1
120VAC
SEE
E-06
L N
SUPERVISORY RELAY
C-1
C-1
POWER
DISTRIBUTION
BLOCK
240V, 1Ø
C
O/LCR1-1
CR2-1
AT PLC
START/STOP
AT WW CONT.
CR14 (P1)
CR15 (P2)
AT WW CONT.
CR11
AT WW CONT.
CR17
CR5-1
TRA
0-60 SEC.
O/L
C-2
G
PUMP RUN
CR5-2
CR6-1
ETM
CR5
R
PUMP FAIL
CR7-1
CR6-2
CR6
R
HIGH TEMPERATURE
CR7-2
CR8-1
RESET
FROM PLC
CR7
CR8
CR9
A
LEAK
PUMP LEAK SIGNAL
O/L
CR2-2
CR1-2
CR4-1
HOA IN AUTO
PLC DI
HOA IN HAND
PLC DI
PUMP RUN
PLC DI
CR5-3
PUMP FAIL
PLC DI
CR6-3
HIGH TEMP.
PLC DI
CR9-1
LEAK DETECTED
PLC DI
P1 CONTROL DIAGRAM
TRD
SET @ 15S
0-5 MIN.
CR14
CR15
TRC
TRB
TRD
TRA
HOA IN
AUTO
PUMP ON
DELAY TIMER
ELAPSED
TIME METER
FAIL
ALARM
HIGH
TEMPERATURE
RESET
REMOTE
PLC RESET
TRB
SET @ 5S
0-30S
RESET
HIGH LEVEL
ALARM
FLOAT CONTROL
MODE
PUMP 2
FLOAT MODE
START
PUMP 1
FLOAT MODE
START
LSLL
LSHH
CR11-1
PUMP
CALL
HIGH
TEMP.
LEAK
DETECTED
MOTOR TEMP. SWITCH
N
120V
TYPICAL FOR P2
CB
CIRCUIT BREAKER TRIPPED
PLC DI
CR17-1
CR17-2
CR17-3
MAINTENANCE MODE
TO P1 CONTROLS
MAINTENANCE MODE
TO PLC
FLOAT CONTROL MODE
PLC DI
HIGH LEVEL
PLC DI
LOW LEVEL
PLC DI
LOW LEVEL TO P2
CONTROLS
LOW LEVEL TO P1
CONTROLS
MAINTENANCE MODE
TO P2 CONTROLS
CR17
MAINTENANCE
MODE
R
MAINTENANCE MODE
C-3
7.30.2026 100% Electrical Submittal
08/03/2026 wadepew Image wadepew
M340 PLC
RJ45
MODBUS
USB
CPS
24 VDC DI
RJ45
ETHERNET
00 01 05 06 10 11
CPU
PLC P.S.
CAT. 5e 1
ETHERNET SWITCH
5 6
HMI
COAXIAL CABLE
SURGE SUPPRESSOR
ORBIT RADIO
COAXIAL CABLE
ANTENNA
(SIGNAL HILL)
CAT. 5e
CAT. 5e
DI
DO
AI
04 07
SPACE
08 09
SURGE
SUPPRESSOR
L N
FAN
PANEL LIGHT
LED FIXTURE
T-STAT1
120VAC FROM PUMP
CONTROL PANEL SEE
DETAIL 1 SHEET E-04
HOT NEUTRAL
DUPLEX
RECEPTACLE15A 1P
PFR
ETHERNET SWITCH
PLC POWER
SUPPLY
10A 1P
RADIO
DIGITAL
OUTPUT MODULE
HMI
DIGITAL
INPUT MODULE
DIGITAL
INPUT MODULE
1 2
15A 1P
120VAC INPUT
24VDC OUTPUT
24 VOLT BATTERY
MODULE
24VDC
BATT
CHARGE
24 VOLT DC UPS
MODULE
L N
1 2
5A 1P
SPACE SPACE SPACE SPACE
ANALOG
INPUT MODULE
FIT-1
DIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/30/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
CHC
AS
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT:
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/30/26
6518010004 6518010003 6518010005
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
SI
TE
RE
G
G
RF
TE OO I
C
No. E 18589
ELESTA TRIC A
NIAL
IN
RE
E
ORP
RE
D
O SFE SI N
NE
LA
A D
A M S L O
A N
S-28 PLC POWER AND COMMUNICATION DIAGRAM
RADIO
1A 1P
1A 1P
2A 1P
3A 1P
3A 1P
1A 1P
1A 1P
1A 1P
1A 1P
1A 1P
WET WELL LEVEL
CONTROL
5A 1P
5A 1P
COAXIAL CABLE
SURGE SUPPRESSOR
MDS iNET II RADIO
COAXIAL CABLE
ANTENNA
(S-06)
CAT. 5e
INSTRUMENT
LOOP POWER
1A 1P
24VDC
POWER FAIL
1A 1P
SHEET NOTE:
PROVIDE CONTACT TO PLC DIGITAL INPUT FOR
POWER FAILURE
PROVIDE CONTACT TO PLC DIGITAL INPUT FOR UPS
FAULT AND UPS ON BATTERY
CONTRACTOR TO VERIFY PROTECTIVE DEVICE AMP
RATING WITH LOAD MANUFACTURER REQUIREMENTS
120VAC
POWER FAIL 1
1PFR
TYP.
RTU DIAGRAM
POWER DISTRIBUTION DIAGRAM
AO
RJ45
ETHERNET
CAT. 5e
LIT-1
1A 1P
4-20MA SIGNAL SPLITTER
1A 1P
4-20MA SIGNAL SPLITTER
1A 1P
7.30.2026 100% Electrical Submittal
08/03/2026 wadepew Image wadepew
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/30/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
REHABILITATION OF SEWER LIFT STATIONS
S-19, S-28, AND S-29
CHC
AS
FI
LE
N
AM
E:
M c_ dw g D
ES
IG
N B
Y:
N/A
MUNIS PROJECT:
SHEET OF SHEETSDWG.
318 W. KATELLA AVENUE, SUITE A
ORANGE, CA 92867
(714) 978-4407 www.jigconsultants.com
7/30/26
6518010004 6518010003 6518010005
B. Anatole Falagán
GENERAL MANAGER
LONG BEACH
PUBLIC UTILITIES DEPARTMENT
SI
TE
RE
G
G
RF
TE OO I
C
No. E 18589
ELESTA TRIC A
NIAL
IN
RE
E
ORP
RE
D
O SFE SI N
NE
LA
A D
A M S L O
A N
S-28 CONTROL PANEL ELEVATIONS
3 4 5 6
7 8
9 14
10 11 15 16
12 13 17 18
1 2
3 3
6 6 6 6 6 8
7 6
5 5
7 6
MATERIAL SCHEDULE
ITEM DESCRIPTION
1 FREE STANDING, NEMA 4X, 60"H X 72"W X 24"D
2 HUMAN MACHINE INTERFACE (HMI)
3 PROCESS METER, LOCAL DISPLAY
4 30MM 2 POSITION SWITCH
5 30MM 3 POSITION SWITCH
6 30MM RED INDICATING LIGHT
7 30MM GREEN INDICATING LIGHT
8 30MM AMBER INDICATING LIGHT
X NAMEPLATE SCHEDULE
TAG SIZE INSCRIPTION
1 2" X 4" RTU
2 2" X 4" PUMP CONTROL
3 1" X 3" FLOAT CONTROL MODE
4 1" X 3" LOW LEVEL
5 1" X 3" HIGH LEVEL
6 1" X 3" MAINTENANCE MODE
7 1" X 3" LEVEL
8 1" X 3" FLOW
9 1" X 3" P1 HOA
10 1" X 3" P1 RUN
11 1" X 3" P1 FAIL
12 1" X 3" P1 HIGH TEMPERATURE
13 1" X 3" P1 LEAK
14 1" X 3" P2 HOA
15 1" X 3" P2 RUN
16 1" X 3" P2 FAIL
17 1" X 3" P2 HIGH TEMPERATURE
18 1" X 3" P2 LEAK
19 1" X 3" PRESSURE
X
SHEET NOTES:
SEE DETAIL 1, SHEET E-08 FOR RTU LAYOUT
MAIN CIRCUIT BREAKER, PUMP P1 AND P2 STARTERS, AND
CONTROL RELAYS.
ENCLOSURE LIGHT WITH SWITCH
CONTROL PANEL INTRUSION SWITCH
60"H X 72"W X 24"D NEMA 4X STAINLESS STEEL CONTROL
PANEL WITH VANDAL RESISTANT LOCKABLE DOORS, FULL
HEIGHT REAR MOUNTING PANELS AND FULL HEIGHT INNER
DOORS.
CONCRETE EQUIPMENT PAD, EXTEND 2" ON FRONT 3 SIDES
OF CONTROL PANEL AND 3" ABOVE GRADE.
1 3
RTU/PUMP CONTROL PANEL
NTS
SHOWN WITH OUTER DOORS OPEN
RTU/PUMP CONTROL PANEL
NTS
SHOWN WITH INNER DOORS OPEN
72"
7.30.2026 100% Electrical Submittal
08/03/2026 wadepew Image wadepew
GENERAL NOTES:
LEGEND:
DIRECTOR OF WATER/SEWER ENGINEERING
MANAGER OF ENGINEERING
APPROVED
RECOMMENDED
DEPARTMENT DATE
BY CK'D.
CITY ENG.
VERIZON
EDISON CO.
LB ENERGY
FIRE
INPUT BY
AS-BUILT BY
POSTED GIS
CONSTRUCTED BY
GIS TILE
SPEC. NO
SECTION MAP
SERVICE ATLAS PAGE
GATE VALVES REC.
AS SHOWNSCALE
N/A
CONTRACT NO.
CHECKED BY
DESIGNED BY
DATE
DATE
CORRECTED BY
DATE
DATE
DATE
DATE
DATE 7/30/26
VARIOUS
DESCRIPTIONDATEREV.
SC - 0510
DRAWING / FILE NUMBER:
DATE
DATE
REHABILITATION OF SEWER LIFT STATIONS
S-19,…
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