04. Mis Proj No. 407 – Accpt Work for Paramount Stormwater Lift Station Imprv

Item No. 4.

TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: OFFICE OF THE CITY MANAGER
BY: MATTHEW BAUMGARDNER, DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE: MARCH 24, 2026

ACCEPTANCE OF WORK FOR THE PARAMOUNT BOULEVARD STORMWATER LIFT SUBJECT: STATION IMPROVEMENT, MISCELLANEOUS PROJECT (MP) NO. 407

EXECUTIVE SUMMARY
The City Council will consider accepting the work for the Paramount Boulevard Stormwater Lift Station Improvement, MP No. 407; approving Big Bear Electric, Inc.'s final construction contract amount of $235,995; and authorizing the Public Works Director/City Engineer to file a Notice of Completion with the Los Angeles County Recorder's office. The Paramount Boulevard Stormwater Lift Station Improvement project has been completed in accordance with the approved plans and specifications, and staff recommends that the City Council accept the project as complete.

RECOMMENDATION
That the City Council:

1. Accept the work for the Paramount Boulevard Stormwater Lift Station Improvement, MP No. 407;

2. Approve the final construction contract amount of $235,995; and,

3. Authorize the Director of Public Works/City Engineer to file a Notice of Completion indicating the work is complete and has been accepted by the City.

IiT�3:C�7Z�1�J �l 7
On March 11, 2025, the City Council approved plans (Attachment A) and specifications for the Paramount Boulevard Stormwater Lift Station Improvement and granted authority to advertise for construction bids. On July 8, 2025, the City Council awarded a construction contract in the amount of $224,000 to Big Bear Electric, Inc. Work commenced on October 13, 2025, and was completed on February 12, 2026.

ANALYSIS
The project included the replacement of copper wiring, telemetry, electrical meter, lights, control panel, and emergency transfer switch; and installation of the lift station pumps.

During the project, four change orders, resulting in $12,795 of additional costs, were approved for added pump and level control panel work, installation of emergency generator receptacle, adjustment to the number of working days, and installation of a transformer and associated conduit, wiring, and fittings.

The Paramount Boulevard Stormwater Lift Station Improvement project has been completed in accordance with the approved plans and specifications, and staff recommends that the City Council accept the project as complete and authorize the Director of Public Works/City Engineer to file the Notice of Completion with the Los Angeles County Recorder's Office.

CITY COUNCIL PRIORITIES
Efficiency & Adaptability
Quality of Life, Safety and Infrastructure

FISCAL IMPACT
The final cost of the construction contract, including the original contract amount, net decrease in contract quantities, and four change orders, is $235,995. The total project cost is $325,762, broken down as follows:

Item
Amount
Construction Contract
$224,000
Net Decrease in Contract Quantities

Change Orders
$12,795
Final Construction Cost:
$235,995
City -Furnished Materials and Contract
Services
$33,099
Inspection and Contract Administration
$56,668
Total Final Project Cost:
$325,762
The following table shows that sufficient storm water CIP funds are available to cover the total project cost.

Account
Funding Source
Amount
No.

FY 2025-26 Pollution Discharge
50-1-3983
Elimination System
$350,000
Improvements CIP
Total Project Funding:
$350,000
Savings in the amount of $24,238 will be available for reprogramming within Storm Water Fund.

Attachments

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CONSTRUCTION PLANS
FOR

PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENT
STREET IMPROVEMENT GENERAL NOTES:

1. ALL WORK CALLED FOR ON THE PLANS SHALL COMPLY WITH THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (2021 EDITION), THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREENBOOK" (2021 EDITION), AND THE SPECIAL CONDITIONS.

2. THE CONTRACTOR SHALL NOTIFY THE CITY OF DOWNEY INSPECTOR AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION PHONE:
562-904-7110.
-
LAN INDEX:
wpj

3. INSPECTION BY THE CITY OR ITS REPRESENTATIVE OF THE WORK CALLED FOR ON THE PLANS DOES NOT, IN ANYWAY, RELIEVE THE " 2 ELECTRICAL GENERAL NOTES CONTRACTOR OF THEIR OBLIGATION TO PERFORM WORK IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. 3 SINGLE LINE DIAGRAM LEGEND

INTER-T
4 PUMP CONTROL DIAGRAM

4. THE CONTRACTOR SHALL USE PROPER SAFETY SIGNING AND BARRICADING PER SPECIFICATIONS AND AS REQUIRED PER CALIFORNIA MANUAL ,c <vp c1``5'T 5 ELECTRICAL SITE UTILITIES PLAN OF UNIFORM TRAFFIC CONTROL DEVICES 2014 CA MUTCD (REV 8). <o�F�cF �� '1' s� F��c�A 6 SECTION DETAILS

POWER CONDUIT SCHEDULE
�T�

5. REQUESTS FOR DEVIATIONS FROM THE APPROVED PLANS (EXCEPT MINOR ADJUSTMENTS IN THE FIELD TO MEET EXISTING CONDITIONS), SHALL ��y ti 8 ELECTRICAL DETAILS g ELECTRICAL DETAILS BE MADE IN WRITING AND ARE NOT TO BE INITIATED UNLESS OR UNTIL THEY ARE APPROVED BY THE PUBLIC WORKS DIRECTOR OR A �p �,c / REPRESENTATIVE ACTING SPECIFICALLY UPON HIS INSTRUCTIONS.

6. QUANTITIES, AS SHOWN ON THE PLANS ARE ESTIMATED, AND THE CONTRACTOR IS ADVISED THAT FINAL QUANTITIES OF MATERIAL AND WORK

IN PLACE

7. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE CITY ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.

UTILITY AND AGENCY INDEX

8. WORK SHALL BE LIMITED BETWEEN 8:00 A.M. AND 5:00 P.M., UNLESS OTHERWISE APPROVED BY THE CITY. - / (562) 904-7110 �, CITY OF DOWNEY

9. NO STORAGE OF MATERIALS/EQUIPMENT WILL BE ALLOWED IN PUBLIC RIGHT-OF-WAY. PROVIDE OFFSITE/ONSITE STAGING/STORAGE AREA IF ¢ �`SrF�gRT 42 sT%�� CITIYTIES OF DOWNEOYN (TRAFFIC E GINEER (562) 904_7 NECESSARY. p �c � �" (WATER ) (562) 904 7202
ov Ryy �, CITY OF DOWNEY - (WATER DIVISION) (562) 638-6822 p �,� ��

10. THE CONTRACTOR SHALL OPERATE IN A MANNER COMPLIANT WITH ALL APPLICABLE SECTIONS OF THE DOWNEY MUNICIPAL CODE AND CO AlCOUNTY SANITATION DISTRICT OF LOS ANGELES - RICK PEARCE (310) 515-2419 v e< � o� AT&T - TROY STANARD
COMPLIANT WITH ALL APPLICABLE CITY COUNCIL RESOLUTIONS. of �' w �� = L.A. COUNTY DEPARTMENT OF PUBLIC WORKS - DARYL CHENOWETH (626) 458-3109 C (626) 458-7169
e� m RD L.A. COUNTY DEPARTMENT OF PUBLIC WORKS - MANUEL ALAPCON

11. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE �v m 626 458-7039 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY AND NOT BE CONSTRUCTION OF THIS PROJECT, � � � � L.A. COUNTY FLOOD CONTROL DISTRICT - ED TERAN ( ) ¢ z o
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, CONTINUOUSLY INDEMNIFY AND HOLD THE CITY AND ITS p� �w U = L.A. COUNTY MANHOLE ADJUSTMENT (310) 638-1161 EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY, REAL, OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS o0 c o � � (2 WORKING DAYS PRIOR) L.A. COUNTY TRAFFIC & LIGHTING DIVISION STREET LIGHTING SECTION (626) 300-4754 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE CITY OR ITS EMPLOYEES. J_ o0 METROPOLITAN TRANSPORTATION AUTHORITY (213) 626-4455 o SOUTHERN CALIFORNIA EDISON - ERNESTO CHAVEZ (562) 903-3183

12. HARD HATS AND SAFETY VESTS SHALL BE WORN AT ALL TIMES WHEN WORKING ON THIS PROJECT. FN�q<F `� Q m SOUTHERN CALIFORNIA GAS COMPANY - RICH TYRIE (714) 634-3039 3: IMPERIAL HIGHWAY UNDERGROUND SERVICE ALERT 811

13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES AND TO sT a METROPOLITAN WATER DISTRICT - DANIEL DIAZ (323) 276-7623 PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND m FRONTIER - RAYMOND ROUNDTREE 562 903-7939 FACILITIES DAMAGED DURING CONSTRUCTION. RsrAr.
� TIME WARNER - DAVE BELL ( )
CENTURY FREEWAY 1-105 10 (310) 647-5167

14. OTHER THAN EXISTING IMPROVEMENTS, PLANT AND OTHER MATERIAL REQUIRING REMOVAL AS NECESSARY FOR THE CONSTRUCTION OF THE

WORK AS SHOWN ON THESE PLANS, ALL EXISTING IMPROVEMENTS, PLANT AND OTHER MATERIAL WITHIN THE CONSTRUCTION AREA SHALL BE PROPERLY AND ADEQUATELY PROTECTED FROM DAMAGE DURING CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

RESTORE TO THE ORIGINAL CONDITION OR REPLACE IN KIND ANY OF THESE EXISTING ITEMS THAT ARE DAMAGED OR DISTURBED IN ANY WAY AT • COST TO THE CITY.

SIGNING AND STRIPING GENERAL NOTES

1. TRAFFIC STRIPING, RAISED PAVEMENT MARKERS, REFLECTIVE MATERIALS, THE APPLICATION OF ALKYD -BASED THERMOPLASTIC STRIPING AND

PAVEMENT MARKINGS, AND THE INSTALLATION OF RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN THE CALTRANS STANDARD SPECIFICATIONS (2023 EDITION), SECTION 84, "MARKINGS" AND SECTION 81-3, "PAVEMENT MARKERS" CALTRANS STANDARD PLANS (2023 EDITION) AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD 2014 REV. 8).

2. ALL STRIPING AND PAVEMENT LEGENDS SHALL BE ALKYD -BASED THERMOPLASTIC WITH RAISED PAVEMENT MARKERS UNLESS OTHERWISE NOTED.

3. ALL NON -THERMOPLASTIC STRIPING OR PAVEMENT MARKINGS TO BE REMOVED SHALL BE DONE BY WET SANDBLASTING AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS. ALL THERMOPLASTIC MARKINGS TO BE REMOVED SHALL BE DONE BY FULL GRINDING.

4. ALL ARROWS SHALL BE TYPE IV (LT AND RT) UNLESS OTHERWISE NOTED.

5. ALL LANE STRIPING AT INTERSECTION APPROACHES WITHOUT CROSSWALK OR LIMIT LINES SHALL EXTEND 10' FROM THE EXTENSION OF THE INTERSECTING CURB LINE UNLESS OTHERWISE NOTED.

6. ALL LANE LINES AT INTERSECTION APPROACHES SHALL BEGIN AND END WITH 50 FEET OF 6-INCH SOLID WHITE LINE UNLESS OTHERWISE NOTED.

7. ALL SIGNING SHOWN HEREON SHALL BE INSTALLED, RELOCATED OR REMOVED BY THE CONTRACTOR.

8. ALL STRIPING AND MARKINGS SHALL BE MEASURED BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR DOUBLE STRIPE OR TOP OF CURB OR EDGE OF PAVEMENT AS APPROPRIATE.

9. DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS, INSTALLATION AND/OR REMOVAL SHALL CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS SECTION 82, AND STANDARD PLANS. TRAFFIC WARNING AND REGULATORY SIGNS SHALL HAVE REFLECTORIZED HIGH INTENSITY DIAMOND GRADE (DG) SHEETING ON 0.080-INCH THICK 5062H38 ALUMINUM. MATERIAL SHALL BE CERTIFIED BY THE MANUFACTURER AS MEETING ALL APPLICABLE SPECIFICATIONS.

12. TRAFFIC SIGN POSTS SHALL NOT BE INSTALLED UNTIL LOCATIONS ARE SPOTTED BY THE CONTRACTOR AND APPROVED BY THE CITY INSPECTOR.
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15. ALL OPEN TRANSITIONS TO LEFT -TURN POCKETS SHALL BE 60' UNLESS OTHERWISE NOTED.

DIAL TOLL FREE
1-800-227-2600

AT LEAST TWO DAYS
11 0)) BEFORE YOU DIG

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
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NOT TO SCALE

UNDERGROUND STRUCTURES

ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR

PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS

FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE

UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OF STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.

CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,

CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS

DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS

REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND

CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY

AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.

ABBREVIATION LEGEND
AC

ASPHALT CONCRETE

ARHM-GG

ASPHALT RUBBER HOT MIX -GAP GRADED
OF

CURB FACE
EX

EXISTING
GV

GAS VALVE
MH

MANHOLE
MON

MONUMENT
NO
NUMBER
PCC

PORTLAND CEMENT CONCRETE
PP

PROTECT IN PLACE
R
REMOVE
REAS

RUBBERIZED EMULSIFIED AGGREGATE SLURRY
R/W

RIGHT OF WAY
SD

STORM DRAIN
SL

STREET LIGHT
SS

SANITARY SEWER
STA

STATION
STD

STANDARD
TEL

TELEPHONE
WM

WATER METER
WV

WATER VALVE
UPRR

UNION PACIFIC RAILROAD
BENCH MARK REVISIONS PLANS PREPARED BY DESIGNED BY: APPROVED BY: SEAL: CITY OF DOWNEY NO. DESCRIPTION DATE APP. BY
DRAWN BY: DEPUTY DIRECTOR OF PUBLIC WORKS DATE PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS EDWIN J. NORRIS RCE No. 50368
CHECKED BY: DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE TITLE SHEET AND GENERAL NOTES MATT BAUMGARDNER RCE No. 71932
SHEET 1
OF 9 SHEETS
VERT. SCALE:

HORIZ. SCALE: AS SHOWN
DRAWING NO.

MP-407
Last Revised: Mon Mar 10, 2025 — 3:35pm Last Plotted: Mon Mar 10, 2025 — 3:35pm Plotted By: tbirthisel Drawing: C:\Users\tbirthisel\Documents\Pumpstation Rehab\CAD\Et.dwg

ELECTRICAL GENERAL NOTES:

1. ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, FEDERAL, STATE, AND LOCAL JURISDICTION CODES INCLUDING THE LATEST CITY OF DOWNEY AND APPROVED L.A. COUNTY ELECTRICAL CODES.

2. ALL WORK SHALL BE DONE IN A NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE LATEST PUBLISHED NATIONAL ELECTRICAL CONTRACTOR'S ASSOCIATION STANDARDS OF INSTALLATION, UNDER COMPETENT SUPERVISION.

3. CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY AFFECT THE EXECUTION OF THIS WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING WALKS, WALLS, DRIVEWAYS, CURBS, ETC. DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE CITY AT NO ADDITIONAL COST TO THE CITY.

23. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT CONNECTIONS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN. PROVIDE SCOPE OF WORK (SUMMERIZED VERSION):

ADDITIONAL FUSED DISCONNECT SWITCHES AND CONTROLS IF OVERCURRENT PROTECTION OR CONTROLS ARE NOT INTEGRAL 1. PROVIDE ELECTRICAL WORK FOR THE UPGRADES TO THE EXISTING PUMP STATION AND NEW WITH UNITS. GENERATOR ENCLOSURE.

24. FULL LOAD AMPS (FLA) SIZES, AS NOTED IN THESE DRAWINGS, ARE BASED ON SPECIFIED EQUIPMENT DATA. CONTRACTOR 2. ELECTRICAL POWER EQUIPMENT SHALL CONSIST OF A SCE CO. METER AND MAIN C.B., AUTOMATIC

SHALL VERIFY NAMEPLATE FLA OF EQUIPMENT SUPPLIED AND COORDINATE ACCORDINGLY PER EQUIPMENT SUPPLIER'S TRANSFER SWITCH (ATS), MANUAL TRANSFER SWITCH WITH INTEGRAL CAMLOCK CONNECTIONS, RECOMMENDATIONS AND CODE REQUIREMENTS. DISTRIBUTION PANEL, VFD MOTOR CONTROL PANELS, SUBMERSIBLE WASTEWATER PUMPS W/ TEMP/SEAL PROTECTION, STEP-DOWN 120/240V XFMR AND PANELBOARD, AND VENTILATION FAN.

25. CONDUITS OR RACEWAYS INSTALLED IN AREAS WHERE ELEVATION CHANGES MAY CAUSE WATER OR MOISTURE TO ENTER THE ELECTRICAL EQUIPMENT THROUGH THE CONDUIT SHALL BE SEALED IN ACCORDANCE WITH NEC 300.5 (G).

26. MATERIALS SHALL BE NEW AND OF THE BEST QUALITY WITH MANUFACTURER'S NAME PRINTED THEREON. MATERIALS SHALL BE

5. CONTRACTOR SHALL PAY FOR LOCAL FEES, PERMITS AND INSPECTIONS AS MAY BE REQUIRED AND PROVIDE A CERTIFICATE OF MANUFACTURED IN ACCORDANCE WITH NEMA, ANSI, UNDERWRITER'S LABORATORY OR OTHER APPLICABLE STANDARD (VFD INSPECTION TO THE CITY. RATED MTRS) AND RATED FOR HEAVY DUTY SERVICE.

6. LEAVE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SCRAPS AND ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURING CONSTRUCTION.

7. IT IS THE OBLIGATION OF THE CONTRACTOR TO ORGANIZE HIS WORK SO THAT A COMPLETE ELECTRICAL, INSTRUMENTATION,

AND/OR CONTROL SYSTEM FOR THE FACILITY WILL BE PROVIDED AND SUPPORTED BY ACCURATE SHOP AND RECORD DRAWINGS, AND ALL O&M MANUALS.

8. ALL CABLES SHALL BE NEW, COPPER, RATED FOR 600V AND LISTED FOR ITS LOCATION WITH A MINIMUM TEMPERATURE RATING OF 75 DEG C WET AND 90 DEG C DRY; POWER CABLES SHALL BE TYPE XHHW-2 FOR UNDERGROUND/ABOVE GROUND, UNLESS NOTED OTHERWISE.

9. MINIMUM SIZE CONDUIT SHALL BE 3/4" UNLESS NOTED OTHERWISE. ALL CONDUITS FOR POWER AND LIGHTING SHALL CONTAIN A GROUNDING CONDUCTOR.

10. MINIMUM SIZE POWER CONDUCTORS SHALL BE #12 AWG UNLESS NOTED OTHERWISE.

11. ALL TERMINAL RATINGS SHALL HAVE A MINIMUM TEMPERATURE RATING OF 75 DEG C. AS SUCH, WIRE AMPACITIES ARE CALCULATED AT 75 DEG C RATINGS. CABLES SHALL BE DE -RATED PER NEC 110.14 (C).

12. CONDUIT SIZE SHALL BE AS SPECIFIED IN THE PLANS OR DETAILS. UNDERGROUND CONDUIT SHALL BE SCH 40 PVC ENCASED IN CONCRETE WITH PVC COATED GALVANIZED RIGID STEEL BENDS, ELBOWS AND STUB -UPS. EXPOSED CONDUIT IN THE GENERATOR ENCLOSURE, PUMP VAULT, AND WET WELL SHALL BE PVC -COATED GALVANIZED RIGID STEEL.

13. EQUIPMENT AND WIRING METHODS SHALL BE RATED FOR CORROSIVE LOCATIONS. ENCLOSURES IN THE VALVE VAULT AND WET WELL SHALL BE NEMA 4X SS. EQUIPMENT IN THE GENERATOR ENCLOSURE SHALL BE NEMA 3R UNLESS NOTED OTHERWISE.

14. GROUND AND BOND ALL EQUIPMENT AND ENCLOSURES PER NEC ARTICLE 250 AND MANUFACTURER REQUIREMENTS.

15. CONTRACTOR SHALL PLAN AND INSTALL WORK IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR.

16. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, ETC. NECESSARY FOR A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WHETHER OR NOT THESE ITEMS ARE SPECIFICALLY NOTED ON THESE DRAWINGS. INCIDENTAL ITEMS NOT INDICATED ON THE

DRAWINGS, NOR MENTIONED IN SPECIFICATIONS THAT CAN BE LEGITIMATELY AND REASONABLY INFERRED TO BELONG TO THE

WORK DESCRIBED OR BE NECESSARY IN GOOD PRACTICE TO PROVIDE A COMPLETE SYSTEM, SHALL BE FURNISHED AND INSTALLED AS THOUGH ITEMIZED HERE IN EVERY DETAIL.

FACILITIES OR UNDERGROUND UTILITIES. SHOULD DAMAGE OCCUR, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR DAMAGE TO THE SATISFACTION OF THE CITY OR INSPECTOR.

18. ALL CONDUIT RUNS SHOWN ON THIS PLAN ARE SCHEMATIC IN NATURE. THE CONTRACTOR SHALL MAKE SURE THAT ALL CONDUIT MEETS LOCAL AND STATE CODES.

19. WHEN CROSSING PATHWAYS OR SIDEWALKS, CONTRACTOR SHALL BORE UNDER EXISTING CONCRETE WALKS AND SAWCUT ASPHALT WALKS. ASPHALT WALKS AND CONCRETE SIDEWALKS TO BE REPLACED IN KIND.

20. CONTRACTOR SHALL GUARANTEE WORK INSTALLED UNDER THE CONTRACT TO BE FREE FROM DEFECTIVE WORKMANSHIP AND

MATERIALS, USUAL WEAR EXPECTED, AND SHOULD ANY SUCH DEFECTS DEVELOP WITHIN A PERIOD OF ONE YEAR ACCEPTANCE

OF THE PROJECT BY THE CITY, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE ITEMS AND DAMAGE RESULTING FROM FAILURE OF THESE ITEMS, AT NO EXPENSE WHATSOEVER TO THE CITY.

21. ALL CIRCUITS SHALL BE LEGIBLY IDENTIFIED AT THE PANEL, JUNCTION BOXES AND AT ALL EQUIPMENT IN A PERMANENT MANNER (I.E. ETCHED PLATES, CONDUCTOR TAG, PERMANENT MARKER, ETC.). THE LABELING SHALL INCLUDE PANEL CIRCUIT NUMBER, "TO" AND "FROM" IDENTIFICATION, AND MARKED "SPARE" WHERE APPLICABLE.

JURISDICTION.22. CDATRACTOR SMALL TEST ELECTRICAL �5TSTEITI_FCARS^ 'ITS ARD IT WIRING. ENSURE LOW IMPEDANCE GROUND PATH SYSTEM. PERFORM HIPOT TESTING WHEN REQUIRED BY LOCAL

REVISIONS

DESCRIPTION

27. SELECTION OF MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE DRAWINGS AND/OR SPECIFICATIONS.

28. THE SUBMITTALS SHALL BE NEATLY GROUPED AND ORGANIZED. PERTINENT INFORMATION SHALL BE HIGHLIGHTED, AND THE SPECIFIC PRODUCT SHALL BE IDENTIFIED. ALL SUBMITTALS SHALL BE COMPLETE, AND PRESENTED IN ONE PACKAGE. THE

SUBMITTAL SHALL INCLUDE A COMPLETE LIST OF THE EQUIPMENT AND MATERIALS, INCLUDING THE MANUFACTURER'S NAME,

PRODUCT SPECIFICATION, DESCRIPTIVE DATA, TECHNICAL LITERATURE, PERFORMANCE CHARTS, CATALOG CUTS, INSTALLATION INSTRUCTIONS, AND SPARE PART RECOMMENDATIONS FOR EACH DIFFERENT ITEM OF THE EQUIPMENT SPECIFIED.

29. VERIFY ALL CONDUIT FILL RATIOS, BOX FILLS, AND CONDUIT BENDS (MAX 360 DEGREES) ARE MET PER NEC REQUIREMENTS- • - - -

30. CONTRACTOR TO READ ALL THE DRAWINGS IN THIS SET TO BECOME FAMILIARIZED WITH THE FULL ELECTRICAL SCOPE.

31. THESE DRAWINGS AND THE PROJECT SPECIFICATIONS ARE COMPLEMENTARY. WHERE THERE IS OVERLAP, THE MORE STRINGENT REQUIREMENT WILL TAKE PRECEDENCE.

32. CONTRACTOR SHALL VERIFY ALL CIRCUITS CONTAIN LESS THAN 5% VOLTAGE DROP.

33. CONTRACTOR SHALL COORDINATE AND PERFORM WORK TO THE STANDARDS OF ALL APPLICABLE UTILITY COMPANIES, INCLUDING BUT NOT LIMITED TO UNDERGROUND ELECTRICAL LINES, GAS LINES AND WATER LINES. WHEN AN ISSUE OR DISCREPANCY ARISES, NOTIFY THE CITY AND ENGINEER IMMEDIATELY.

34. CONTRACTOR TO PROVIDE REQUIREMENTS FOR NFPA 70E, AS REQUIRED.

35. CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY DISCREPANCIES FOUND DURING INSTALLATION OR REVIEW.

36. ALL POWER AND LIGHTING CONDUITS SHALL HAVE A GROUND WIRE, BE AT LEAST #12 THHN, AND SIZED FOR PROPER AMPACITY DER,,&TI\ �\ •l

37. ALL 120V RECEPTACLES SHALL BE GFCI PROTECTED, EITHER WITH A GFCI RECEPTACLE OR THROUGH A GFCI CIRCUIT BREAKER.

38. EQUIPMENT AND WIRING METHODS IN THE WET WELL SHALL BE RATED FOR CLASS 1 / DIV 1 GROUP D. SEE HAZARDOUS AREA PLAN AND DETAIL INCLUDED HEREIN. ALL HAZARDOUS EQUIPMENT INSTALLATIONS SHALL BE PER NEC HAZARDOUS REQUIREMENTS. SEE SHEETS E2.2 & E2.3.

39. ELECTRICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, ELECTRICAL SERVICE EQUIPMENT AND DISTRIBUTION PANELBOARDS SHALL BE SEISMIC -CERTIFIED AND ANCHORED ACCORDING TO EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS.

SEISMIC FREE STANDING LABEL (IBC/CBC SESMIC QUALIFIED).

PLANS PREPARED BY ' DESIGNED BY: I APPROVED BY: I SEAL:

DRAWN BY: DEPUTY DIRECTOR OF PUBLIC WORKS DATE
EDWIN J. NORRIS RCE No. 50368
CHECKED BY:

DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
MATT BAUMGARDNER RCE No. 71932

3. ELECTRICAL CONTROL EQUIPMENT SHALL CONSIST OF A CONTROL PANEL WITH PROGRAMMABLE

LOGIC CONTROLLER (PLC) (PLC PURCHASED BY THE CITY AND INSTALLED BY THE CONTRACTOR) TO

CITY SCADA SYSTEM (ALLEN BRADLEY), MANAGED FIBER/ETHERNET SWITCH, ROUTER, OPERATOR

INTERFACE TERMINAL (OIT), EMERGENCY ALARM WITH AUTO -DIALING, DUPLEX FLOAT PUMP CONTROLLER, AND ALL APPURTENANT EQUIPMENT FOR NFPA 820 COMPLIANT DUAL LIGHT + ALARM WARNING SYSTEM.

4. INSTRUMENTATION SHALL CONSIST OF LEVEL FLOAT SWITCHES, ULTRASONIC LEVEL TRANSDUCER + TRANSMITTER, GAS SENSORS + TRANSMITTERS, PRESSURE TRANSMITTER, FLOWMETER AND INTRUSION SWITCHES.

5. COMMUNICATION UTILITY FRONTIER U.G. CONDUIT & CABLES SHALL BE PROTECTED IN PLACE FOR NEW LS-CP-PLC UNITS.
of-11 I I I 1 1 1

PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS
SHEET 2
OF 9 SHEETS

DIAL TOLL FREE
1-800-227-2600

AT LEAST TWO DAYS

BEFORE YOU DIG

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Last Revised: Wed May 21, 2025 - 1:26pm Last Plotted: Wed May 21, 2025 - 1:59pm Plotted By: ecuellor Drawing: H:\Pubworks\CMMP\MP 407 Paramount Boulevard Stormwater Lift Station Improvements\PS&E\Plons\Ei.dwg

ELECTRICAL GENERAL NOTES
VERT. SCALE:

HORIZ. SCALE: AS SHOWN
DRAWING NO.

MP-407

PLAN LEGEND
SINGLE

LINE DIAGRAM AND SCHEMATIC LEGEND

ABBREVIATION
LIST

EXPOSED CONDUIT
LT

LEVEL TRANSPONDER
-------

FIELD WIRING
H 0 A
XX

CONTROL RELAY
A, AMP

AMPERES
RR

RUN RELAY
AM

AMMETER
RV

REDUCED VOLTAGE
3-POSITION

SELECTOR SWITCH (HAND -OFF -AUTO)
AC

ALTERNATING CURRENT
RVAT

REDUCED VOLTAGE AUTO -TRANSFORM

EXISTING EXPOSED CONDUIT
PC

PHOTOCELL

PANEL WIRING
I
ISR

INTRINSICALLY SAFE RELAY
AIC

AMPS INTERRUPTING CAPACITY
SSS

SOLID-STATE STARTER
0 0
BAT

BATTERY BC BATTERY CHARGER
SR

SIMPLEX RECEPTACLE

CONDUIT WITHIN CEILING, FLOOR, WALK

PRESSURE SWITCH

COMMUNICATIONS WIRING

LO STOP

LOCKOUT STOP PUSHBUTTON
>� �<

EDGE CONNECTORS
C
COMMON
SS

SELECTOR SWITCH, SOFT STARTER

OR UNDERGROUND
�vJ
CB

CIRCUIT BREAKER
SP

SURGE PROTECTOR
CNTL

CONTROL
SPD

SURGE PROTECTOR DEVICE
EXIST. CONDUIT WITHIN CEILING, FLOOF�
�J

TEMPERATURE SWITCH
___ _
___�__=

CABLE (MULTICONDUTOR SHIELDED)

PUSH-PULL EMERGENCY STOP
�N H�
INTERNAL CONTACT (N.O.)
CPT

CONTROL POWER TRANSFORMER
SV

SOLENOID VALVE

WALLS, OR UNDERGROUND

PUSHBUTTON
CP

CONTROL PANEL
SWBD

SWITCHBOARD
---------

GROUNDING ELECTRODE CONDUCTORO

THERMOSTAT
UR

PILOT LIGHT
\
DISCONNECT SWITCH (N.O.)
INTERNAL CONTACT (N.C.)
CR
CT

CONTROL RELAY, CORROSION RESIS-TANT

CURRENT TRANSFORMER
TR

TERMINAL BLOCK

TIME DELAY RELAY
(LETTER DENOTES COLOR)
o b
DC

DIRECT CURRENT
TC

TIMECLOCK
--- F}F+E---

EXISTING OVERHEAD ELECTRIC
ZS

INTRUSION ALARM SWITCH
Q'- �R

PUSH -TO -TEST PILOT LIGHT
(LETTER DENOTES COLOR)
�--- o
DISCONNECT SWITCH (N.C.)
+ I (1-

BATTERY
DR

DUPLEX RECEPTACLE
TM

THERMAL MAGNETIC
H 0
(E)

EXISTING
TS

TEMPERATURE SWITCH
EC

EDGE CONNECTOR
TSP

TWISTED SHIELDED PAIR
-----0

CONDUIT BEND UP
JB

UNDERGROUND JUNCTION BOX
CR

CONTROL RELAY

EARTH GROUND CONNECTION

CAPACITOR
EF

EXHAUST FAN
TWP

TWISTED PAIR
-
ETM

ELAPSED TIME METER
TYP

TYPICAL
-----•

CONDUIT BEND DOWN
MH

MANHOLE
o
PRESSURE SWITCH (N.O.)

CLOSES ON

GROUND ROD AND WELL
o-\,-o

SOLENOID
F
FUSE
UG

UNDERGROUND

RISING LEVEL
FB

FUSE BLOCK
V

VOLTS, VOLTAGE
FENCE
HH

HANDHOLE
0 ��
PRESSURE SWITCH (N.C.)
_
O

OVERLOAD (ELECTRONIC TYPE)
�NVV�-

RESISTOR
(F)
FLTR
FUTURE
FILTER
VM
VFD

VOLTMETER

VARIABLE FREQUENCY DRIVE

OPENS ON RISING LEVEL
TIMING RELAY (N.O.T.C.)
FS

FLOAT SWITCH
WP

WEATHERPROOF
FLOOR MOUNTED ETHERNET (10/100)
E

DISCONNECT SWITCH
o
�

CONTACT TIME
00 THERMAL OVERLOAD (BI-METALLIC) -�-
DIODE
FVNR

FULL VOLTAGE NON REVERSING

TR,XFMR TRANSFORMER
OUTLET (RJ-45)

TO CLOSE (ON DELAY TIMER)
FVR

FULL VOLTAGE REVERSING
XP

EXPLOSION PROOF
TIMING RELAY, (N.C.T.O.)
G, GND
GROUND
TELEPHONE OUTLET (RJ-11)
EP

FUSED DISCONNECT SWITCH

CONTACT TIME
o-E30

FUSE BLOCK
w

METAL OXIDE VARISTOR
GFCI

GROUND FAULT CIRCUIT INTERRUPTER

TO OPEN (ON DELAY TIMER)
HPS

HIGH PRESSURE SODIUM
TIMING RELAY, (N.O.T.O.)
� �
N
ETHERNET (10/100) OUTLET (RJ-45)
MP

ENCLOSED CIRCUIT BREAKER
o
°�

CONTACT TIME

FUSED DISCONNECT SWITCH
,

INDICATING FUSE HOLDER
HS

HAND SWITCH

TO OPEN (OFF DELAY TIMER)
0 AMPERE SIZE SHOWN
ICP

INSTRUMENTATION CONTROL PANEL

COMBINATION TELEPHONE/ETHERNET
NJ

COMBINATION MOTOR STARTER
TIMING RELAY, (N.C.T.C.)

CONTACT TIME
NE

NEUTRAL BUS
S
-- —

LIGHTNING ARRESTER
ISR
I, IND

INTRINSICALLY SAFE RELAY

INDICATOR
(10/100) OUTLET (RJ-11 & RJ-45)
A

TO CLOSE (OFF DELAY TIMER)
LA
INST

INSTANTANEOUS
O
240V SIMPLEX RECEPTACLE
�J

MOTOR STARTER
°moo
FLOW SWITCH (N.O.)
GN

GROUND BUS
Cxxxx

C-CONTROL CONDUIT DESIGNATION
KV

KILOVOLT
20 (NUMBER DENOTES CIRCUIT AMPS)
�`

CLOSES ON RISING LEVEL

P-POWER
KVA

KILOVOLT AMPERES
KW

KILOWATT
-
20 480V SIMPLEX RECEPTACLE
(NUMBER DENOTES CIRCUIT AMPS)
O
❑

PUSHBUTTON CONTROL STATION
o--�o
FLOW SWITCH (N.C.)

OPENS ON RISING LEVEL
[El
HORN
0 EQUIPMENT TAG REFERENCE
LED

LIGHT EMITTING DIODE
LCD

LIQUID CRYSTAL DISPLAY
G-
120V, 20A SIMPLEX RECEPTACLE
-

CONDUIT SEAL -OFF FITTING
O-r
FLOAT SWITCH (N.C.)
0 BUZZER
0 1/0 POINT REFERENCE PLC,
OR
LA

LIGHTNING ARRESTER

OPENS ON RISING LEVEL
1/0 RACK, ENUNCIATOR PANEL
LCP

LOCAL CONTROL PANEL
120V, 20A DUPLEX RECEPTACLE
FS-1

SOLENOID VALVE
°
FLOAT SWITCH (N.O.)
❑

TERMINAL BLOCK
0 DRAWING REFERENCE
LPU
LOS

LIGHTNING PROTECTION UNIT

LOCK OUT STOP
(ENERGIZED TO CLOSE)

CLOSES ON RISING LEVEL
LR

LATCH RELAY
120V, 20A QUADRUPLEX RECEPTACLE
s

SOLENOID VALVE
(ENERGIZED TO OPEN)
�0
LIMIT SWITCH (N.C.)

FIELD TERMINATION
0 LOCATION SYMBOL
LS
MA

LOAD SPLITTER

MILLIAMPERES
MLO
MB

MAIN BREAKER
$
120V, 20A SPST SWITCH
1/0'1

BUTTERFLY VALVE
LIMIT SWITCH (N.O.)

MAIN LUG ONLY
0 SHEET NOTE TAG
MCC

MOTOR CONTROL CENTER
OO
MCP

MOTOR CIRCUIT PROTECTOR
$

MANUAL MOTOR STARTER

PLUG VALVE
o0
LIMIT SWITCH (N.C.)
■

POWER DISTRIBUTION BLOCK

EDGE CONNECTOR
MOT

MOTOR OVERTEMPERATURE
M
MMS

MOTOR MOISTURE SENSOR
MS

MOTOR STARTER
$3
120V, 20A 3-WAY SWITCH

GATE VALVE
oho
LIMIT SWITCH (N.O.)

COIL/INDUCTOR

INSTRUMENTATION
N

NEUTRAL
NA

NON AUTOMATIC
$4
120V, 20A 4-WAY SWITCH
®

ALARM BEACON
�
TEMPERATURE SWITCH (N.C.)
0_f_y_y_r\_-0

POWER TRANSFORMER
E�

PHOTOCELL AND TIME CLOCK
(N)
N.I.C.

NEW

NOT IN CONTRACT

OPENS ON RISING LEVEL
NP

NAMEPLATE
AT

ANALYZER TRANSMITTER
HORN
TEMPERATURE SWITCH (N.O.)�
HEATER
-----�

CONDUIT STUB -UP AND CAP
OT

OVERTEMPERATURE

CLOSES ON RISING LEVEL
O/L

OVERLOAD DEVICE
CS

CONDUCTIVITY SWITCH
-0-

SPLICE CONNECTION
0 CIRCUIT BREAKER WITH DOOR OPERATED HANIDta

MOTOR STARTER
PB
PCB

PUSHBUTTON

PRINTED CIRCUIT BOARD
3P, 480V, THERM MAG TRIP, UNO

CONTACTOR COIL

IIACTIVE

HARMONIC FILTER
PC

PROGRAMMABLE CONTROLLER
FS

FLOAT SWITCH
�-�
o o
3P, 480V MOLDED CASE CIRCUIT BREAKER WITETM

ELAPSED TIME METER
INv
PLC

PROGRAMMABLE LOGIC CONTROLLER

THERMAL MAG TRIP, UNO
PL-1
PILOT LIGHT 1
OJ

ABOVE GROUND JUNCTION BOX
o - -o
CONTACT (N.O.)

METER & CURRENT TRANSFORMER

EYS CONDUIT SEAL FILLED WITH

EXPLOSION PROOF COMPOUND
PFR
PNL

PHASE/POWER FAIL RELAY
PANEL
POT

POTENTIOMETER
LE
O

LEVEL ELEMENT
CONTACT (N.C.)
wHM
O

WATT HOUR METER AND SOCKET

EYS CONDUIT SEAL FILLED WITH

NON -EXPLOSION PROOF COMPOU
PPM
DPR

POWER PHASE MONITOR

PAIR CABLE
PS

PRESSURE SWITCH
LP

LEVEL PROBES
PUSHBUTTON (N.O.)
PFR

PHASE FAILURE RELAY
PT

POTENTIAL TRANSFORMER
0 0

MOMENTARY CLOSE
PTT

PUSH TO TEST
o l
PUSHBUTTON (N.C.)
XX

TIME DELAY RELAY
PVC

POLYVINYL CHLORIDE

MOMENTARY OPEN
PWR
POWER
2-POSITION

SELECTOR SWITCH
XX

LATCHING RELAY
7 L TOLL FREE
0-227-2600

EAST TWO DAYSFORE YOU DIG
JrAT

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BENCH MARK

REVISIONS

PLANS PREPARED BY
DESIGNED BY:

APPROVED BY:

DEPUTY DIRECTOR OF PUBLIC WORKS DATE
EDWIN J. NORRIS RCE No. 50368

DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
MATT BAUMGARDNER RCE No. 71932
SEAL:

CITY OF DOWNEY
SHEET 3

OF SHEETS
9 N0.

DESCRIPTION
DATE
APP.

BY
DRAWN BY:

PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS

SINGLE LINE DIAGRAM LEGEND
VERT sc
SCALE:

AS SHOWN
HORIZ. SCALE:

CHECKED BY:

DRAWING NO.

MP-4O'7
Last Revised: Mon Mar 10, 2025 — 3:35pm Last Plotted: Mon Mar 10, 2025 — 3:36pm Plotted By: tbirthisel Drawing: C:\Users\tbirthisel\Documents\Pumpstation Rehab\CAD\Et.dwg

CONTROLSINGLE-LINE PUMP DIAGRAM

PARTIAL SCHEMATIC

1. NOT ALL EQUIPMENT AND WIRING ARE SHOWN ON THIS DIAGRAM. REFERENCE

DRAWINGS IN THE ELECTRICAL SET AND ENTIRE PROJECT TO COMPLETELY UNDERSTAND THE SCOPE OF ELECTRICAL WORK. (REFER TO PLANS & SPECIFICATIONS).

2. DRAWINGS ARE DIAGRAMMATIC AND DO NOT REFLECT ACTUAL ROUTING.

CONTRACTOR SHALL INSTALL PULLPOINTS WHERE REQUIRED FOR PULLING TENSION AND MAINTAINING LESS THEN (4) 90 DEGREE BENDS. (REFER TO PLANS FOR ELECTRICAL EQUIPMENT LOCATION).

3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ENGINEER AND THE CITY OF ANY DISCREPANCIES FOUND.

4. ALL EQUIPMENT AND WIRING METHODS SHALL BE RATED FOR CORROSIVE LOCATIONS. EXPOSED CONDUIT SHALL BE PVC COATED RIGID GALVANIZED STEEL. EQUIPMENT IN THE VALVE VAULT/WET WELL SHALL BE NEMA 4X SS CORROSION RESISTANT U.N.O. EQUIPMENT IN THE GENERATOR ENCLOSURE SHALL BE NEMA 3R U.N.O.

5. CONTRACTOR SHALL PERFORM SAFE WORK IN ACCORDANCE WITH CAL/OSHA AND NFPA 70E STANDARDS.

6. FIBER OPTIC WIRING METHODS SHALL BE IN ACCORDANCE WITH NEC 770. FIBER

UTILITY COMPANY SHALL INSTALL EQUIPMENT IN VAULT FOR THE CITY FIBER/DSL MODEM STANDARDS.

7. WHEN REQUIRED CONTRACTOR SHALL PROVIDE STRUCTURAL DESIGN

CALCULATIONS FOR MOUNTING AND ANCHORING OF FABRICATED ASSEMBLIES

AND SUPPORT STRUCTURES, SIGNED AND SEALED BY A REGISTERED

PROFESSIONAL ENGINEER (CIVIL/STRUCTURAL) CURRENTLY LICENSED IN THE SAME STATE AS THE FINAL INSTALLATION. CALCULATIONS SHALL INCLUDE SEISMIC CONSIDERATIONS FOR THE LOCATION OF INSTALLATION.

8. ALL ELECTRICAL EQUIPMENT SHALL HAVE ARC -FLASH HAZARD WARNING LABELS IN ACCORDANCE WITH NEC 110.16.

REVISIONS

DESCRIPTION

DIAL TOLL FREE
1-800-227-2600

AT LEAST TWO DAYS

BEFORE YOU DIG

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
PLANS PREPARED BY I DESIGNED BY:

DISTRIBUTION PANEL "H"
MAIN
PDB
EXISTING SCE 200A
175A
C131
M1
O/L1
M0
0 I I
10,
o-YL
J
240V / 3fd / 60Hz (
ct
�\
I I
.N
PUMP 1
MTR
`
L
20 HP / 54 FLA
N J' F
J
J
F
J
r J°--��
TOTAL FLA: 108.65A
FU1JH2
1A
CB2
M2
O/L1
.0
—
— —
H
CCT
--�
PUMP
230V:120-24V
��
MTR 20 HP / 54 FLA
150VA
J
�
J
r J°--��N
X3 X2 X1
120V 24Vo-
—
JI—
(120VAC) (120VAC)
ISR1 ISR2
5202B 5202B
CHI I CH2 CHI I CH2
#41 #42 #51 #52 #41 #42 #51 #52

PUMPS LEAD START HIGH

STOP START LAG LEVEL
HAZARDOUS LOCATION CLASS 1, GROUPS A, B, C, OR D.

SWITCH CONTACT - SEE NOTE 3
ISR WIRING - SEE NOTE 2
NOTE:

1. ALL INTRINSICALLY SAFE WIRING SHOULD BE
INSTALLED IN ACCORDANCE WITH NEC NFPA 70
ARTICLE 504 AND ISA RP 12.6.

2. INTRINSICALLY SAFE WIRING CONNECTING TO

THE RELAY MUST BE KEPT SEPARATE FROM

NON -INTRINSICALLY SAFE WIRING BY MEANS OF

WIRING TIE DOWN DEVICES TO INSURE NO
CONTACT. FOR CONNECTION ONLY TO PURELY
RESISTIVE NON -ENERGY STORING DEVICES.

3. INTRINSICALLY SAFE CONNECTIONS MUST NOT

BE MADE TO ANY ENERGY GENERATING DEVICE OR

DEVICE MOUNTED INSIDE A TANK SUBJECTED TO
PRESSURES GREATER THAN 15 PSI WITHOUT
SPECIFIC APPROVAL.

4. MAXIMUM DISTANCE BETWEEN THE INPUT OF
THE RELAY AND THE SWITCH IS 1000 FEET. CABLE

CAPACITANCE PLUS INTRINSICALLY SAFE

EQUIPMENT CAPACITANCE MUST BE LESS THAN
THE MARKED CAPACITANCE (Ca) SHOWN ON ANY

BARRIER USED, THE SAME APPLIES FOR
INDUCTANCE. WE RECOMMEND THE USE OF 14
AWG TYPE THHN WIRE WITHOUT SPLICES. IN NO

CASE SHOULD THE CAPACITANCE OR INDUCTANCE
EXCEED THE SPECIFIED LIMITS. IF THE

CHARACTERISTICS OF YOUR WIRE ARE UNKNOWN
THE FOLLOWING VALUES MAY BE USED.

CAPACITANCE: 60 pf/ft

HIGH LEVEL ALARM
57 C�R5 58
❑ �l
9 �P❑
ISR1 L N
CH1

1.2� I..o 1 S1 11 1
I Q1 =
2 ISR1
CH2
22 I 1 21 62 12
ISR2 1
CH1 Q2
12 I 11 63 13 2
ISR2
CH2
14 M1
13 I 1 14 66 15
M2
13 1 1 14
1 Q3=
2 ZELIO
SR2D101FU
16 Q4 1
2 PUMP 1

HAND FFAUTO
23 24
12 CR7 011 �CIB1
11 9 5 95 96 1
I
13^ 14
13 PUMP 2

HANDOFFAUTO
23 '� 24
13 14
Cf R8 O/L1 �Cf B2
P 9. I
23 45
14 X1 G X2
XM 1
Al' \A
24 A
Al /1
CR7
12 4
46 X� �X2
X3
41 CR7
Al A2
CR8
TS1
12 4
47 X2
_XIX2
X3
42 CR8
Al A2
TS2
SFR1
11 14
49 Xi R X2
RESET
CR1
/CR1\
11 12
50 9 �5...........

Al A2
CR2
21 22
55 9 5
Xi R X2
SFR2
CR2
TA1
11_ 1 114
56 A2
/2\ THESE CONTACTS ARE SHOWN WITH THE

STARTER DISCONNECT IN THE OFF POSITION
APPROVED BY: SEAL:

DRAWN BY: DEPUTY DIRECTOR OF PUBLIC WORKS DATE
EDWIN J. NORRIS RCE No. 50368
CHECKED BY:

DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
MATT BAUMGARDNER RCE No. 71932
Al A2 Al A2
SFR1 SFR2

MIN AX MIN AX
51 2 53 54
I
Pump 1 Pump 2

MOISTURE MOISTURE

PROBES PROBES

ELAPSED TIME METER

RUNNING
PUMP 1

ELAPSED TIME METER

RUNNING
PUMP 2

HIGH LEVEL ALARM
Il�1�ICTi��I11��1i�117
PUMP 2 OVER -TEMP
PUMP 1 MOISTURE
PUMP 2 MOISTURE

CITY OF DOWNEY

PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS
SHEET 4
OF 9 SHEETS
VERT. SCALE:

AS SHOWN
HORIZ. SCALE:

DRAWING NO.

MP-40'7
Last Revised: Mon Mar 10, 2025 — 3:41pm Last Plotted: Mon Mar 10, 2025 — 3:47pm Plotted By: tbirthisel Drawing: C:\Users\tbirthisel\Documents\Pumpstation Rehab\CAD\Et.dwg

ELECTRICAL CONSTRUCTION NOTES:

NO.

DESCRIPTION
1 REMOVE AND REPLACE METER ENCLOSURE DOORS WITH 3/8" THICK STEEL REINFORCED DOORS AND INTERNAL HINGES. LOCK SYSTEM TO BE APPROVED BY CITY.

DISTRIBUTION PANEL "H", 240V, 200A MAIN BREAKER, 3PH-4W, 30 KAIC, NEMA 12, WALL -MOUNTED FROM EATON, SQUARE-D OR 2 APPROVED EQUAL.

THE LIFT STATION CONTROL PANEL "LS-CP" PLC PANEL, U.L. 508A LISTED, STAINLESS STEEL, HEAVY DUTY, FREESTANDING, NEMA 4X. THE 3 CONTRACTOR TO INSTALL THE PLC.

PANELBOARD "L", 120/24OV, 1 PHASE, 3 WIRE, 22 KAIC, 24 CIRCUITS, 100 AMP FRAME, 80 AMP MAIN BREAKER, NEMA 12, WALL -MOUNTED. 4 EATON, SQ-D OR APPROVED EQUAL WITH BTI SECURITY MODULE, SCADA MONITOR, MANUAL FLOAT TREE, AND HYDRO RANGER - LEVEL SENSOR AND INSTALL CITY FURNISHED MYDRO M850.
5 CONTRACTOR TO REMOVE ANY CONFLICTING DAMAGED CONDUIT AND WIRING AND INSTALL NEW CONDUIT AND WIRING AS SHOWN ON PLAN.

SEE CONDUIT SCHEDULE, PLAN LAYOUTS, WIRE SCHEDULE FOR ADDITIONAL CIRCUITS NOT SHOWN ON THIS DIAGRAM. 6 GROUND AND BOND EQUIPMENT OR ENCLOSURE PER NEC
7 PULL BOX POWER "PB-P101", U.G. TAMPER PROOF HARDWARE - CONCRETE BOX. PROVIDE W/ CONDUIT SEALS & SEALING COMPOUND.

MANUAL TRANSFER SWITCH "MTS", HEAVY DUTY, 240V, 200A, 3PH-3W, 30 KAIC, W/ AUX. MONITORING CONTACTS, NEMA 3R, PAD MOUNTED, W/ INTEGRAL 8 QUICK CONNECTS, TYPE ASCO 300 FRAME J OR APPROVED EQUAL.

CAMLOCK CONNECTION FITTINGS FOR PORTABLE POWER SOURCE (LOCKABLE). THE CONTRACTOR TO PROVIDE 50FT CAM LOCK EXTENSION CABLE 9 PROTECTED INSIDE THE MTS CABINET.
10 INSTALL SURGE PROTECTIVE DEVICE AND SIZE SPD FEEDER PER MANUFACTURER SPECIFICATION, MINIMUM 200 KA PER PHASE. 11 REMOVE AND REPLACE EXISTING (2) 10" FLANGED 90° DIP ELBOWS, 10 LF OF 10" SCHEDULE 80 PVC, AND (2) 10" FL X MJ ADAPTERS.

REVISIONS

DESCRIPTION

DIAL TOLL FREE
1-800-227-2600

AT LEAST TWO DAYS
%p BEFORE YOU DIG

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
PLANS PREPARED BY I DESIGNED BY:
20"

UTILITY METER & TEST

BLOCK SECTION
APPROVED BY:

CUSTOMER

DISTRIBUTION SECTION
(PADLOCK PROVISION)

FRONT VIEW

ELECTRICAL SITE UTILITIES
DRAWN BY: DEPUTY DIRECTOR OF PUBLIC WORKS DATE
EDWIN J. NORRIS RCE No. 50368
CHECKED BY:

DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
MATT BAUMGARDNER RCE No. 71932

SES / METER ELEVATION
NTS

UTILITY

TERMINATION SECTION
(PADLOCK & SEALING

PROVISIONS)

BACK VIEW
►1019*3

1. SES/METER TYPE EATON CMP4411MCH-1 OR APPROVED EQUAL.

2. PROVIDE CONCRETE EQUIPMENT PAD SEISMIC FREE STANDING LABEL (IBC/CBC SEISMIC QUALIFIED) PER SCE UTILITY STANDARD REFER TO SHEET E0.0 NOTE 40.

17.5"

SIDE VIEW
SITE ADDRESS:

PARAMOUNT -A
SEAL: CITY OF DOWNEY

PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS

ELECTRICAL SITE UTILITIES PLAN
SHEET 5
OF 9 SHEETS
VERT. SCALE:

N/A
HORIZ. SCALE:

DRAWING NO.

MP-407
Last Revised: Thu May 22, 2025 — 4:51pm Last Plotted: Thu May 22, 2025 — 4:53pm Plotted By: ecuellor Drawing: H:\Pubworks\CAPMMP\MP 407 Paramount Boulevard Stormwater Lift Station Improvements\PS&E\Plans\Ei.dwg

SECTION A -A

12.42'

EXISTING

LIFT STATION
VAULT
--------------------------------
-------------------
i I
i .

I /
1 5
5 REMOVE AND REPLACE i

DISTRIBUTION PANEL
j •• I REMOVE AN
I j
• �•'� I i REPLACE
•� 1�1 f-0 i i ENCLOSU E
Ap
I / i REIMOVE AND
I R�PLACE
l o •a-r JBI
I
�/� EX. 0.74
I
5 /• CONDUIT j
TO i I

I A/ PUMP I I
EX. 0.75" / 1 MOTOR j I 5
CONDUIT j
TO 5 1 5 1
PUMP 1---1---- I I
�.._.._.._..�•.I �.• •• �; CONDUIT
--------------------------------- ....�.......—..1---- ---- ' 1 4 � I TO VAULT
LIGHT

I I I I
I I I
FBI

SECTION B-B
--------- 11.75
--------------------------------------------�T---
__ _________________________________________-
I
I I
�•: = rr�rrarr� • • �••
1 1 II 1 I
1 i _ i EX. 12" X 24'
i i L-1 � I�--------- I I VENT I
i 0.75" CONDUIT
i TO PUMP CONTROL
i PANEL
i i
i 1[8]1 PUMP CONTROL
®® PANEL I i
i
i C`3]��
� 9 0.75" CONDUIT

TO PUMP I
I I # I I

0.75" CONDUIT

TO PUMP
I I j I I

I I I I
i i j i i

I I I I
I i
1 I I
J
I I
----------------------------------------
I I
I

I I I I

I I I I
(----- L---J
ELECTRICAL CONSTRUCTION NOTES:

NO.

DESCRIPTION
1 REMOVE AND REPLACE METER ENCLOSURE DOORS WITH 3/8" THICK STEEL REINFORCED DOORS AND INTERNAL HINGES. LOCK SYSTEM TO BE APPROVED BY CITY.

DISTRIBUTION PANEL "H", 240V, 200A MAIN BREAKER, 3PH-4W, 30 KAIC, NEMA 12, WALL -MOUNTED FROM EATON, SQUARE-D OR 2 APPROVED EQUAL.

THE LIFT STATION CONTROL PANEL "LS-CP" PLC PANEL, U.L. 508A LISTED, STAINLESS STEEL, HEAVY DUTY, FREESTANDING, NEMA 4X. THE 3 CONTRACTOR TO INSTALL THE PLC.

SEE CONDUIT SCHEDULE, PLAN LAYOUTS, WIRE SCHEDULE FOR ADDITIONAL CIRCUITS NOT SHOWN ON THIS DIAGRAM. 6 GROUND AND BOND EQUIPMENT OR ENCLOSURE PER NEC
7 PULL BOX POWER "PB-P101 ", U.G. TAMPER PROOF HARDWARE - CONCRETE BOX. PROVIDE W/ CONDUIT SEALS & SEALING COMPOUND.

MANUAL TRANSFER SWITCH "MTS", HEAVY DUTY, 240V, 200A, 3PH-3W, 30 KAIC, W/ AUX. MONITORING CONTACTS, NEMA 3R, PAD MOUNTED, W/ INTEGRAL 8 QUICK CONNECTS, TYPE ASCO 300 FRAME J OR APPROVED EQUAL.

LEGEND:

L-#f—INDICATES CIRCUIT NUMBER
g STANDBY LIGHT, 1.1W, MFR: LARSON ELECTRONIC, PN EXP-1L-LE6-1XRH, (OR APPROVED EQUAL). POWER FROM AHEAD OF LOCAL LIGHT SWITCH POWER CIRCUIT. WALL MOUNTED NEAR CEILING OF VAULT. APPROVED FOR CLASS I/DIV. II. LIGHTS MUST BE EQUIPPED WITH OCCUPANCY SENSOR.

WALL -MOUNTED LIGHT FIXTURE, LED LAMP 16W-A21-27 GE12349, nL;# WHITE, CLASS I/DIV 11 RATED AND EQUIPPED WITH OCCUPANCY SENSOR. �1 MFR: LARSON ELECTRONICS, PN HAL-CRNM-NLA. APPROVED FOR CLASS I/DIV.11.

C�__ 120V, 20A GFCI DUPLEX TAMPER -WEATHER RESISTANT RECEPTACLE WITH Wp METALLIC WEATHERPROOF WHILE IN USE COVER, EXTRA DUTY. APPROVED FOR CLASS I/DIV.11.
120V, 20A GFCI QUAD TAMPER -WEATHER RESISTANT RECEPTACLE.

Wp NEMA 4X COVER, APPROVED FOR AREA CLASS. APPROVED FOR CLASS I/DIV. 11.

HASH MARKS INDICATING NUMBER OF #12 CURRENT CARRYING
(( CONDUCTORS. GROUND CONDUCTOR(S) NOT SHOWN FOR CLARITY, ALL CONDUITS SHALL HAVE A MINIMUM #12 GROUND AND SIZED PER CODE REQUIREMENTS. APPROVED FOR CLASS I/DIV. 11.
120 VAC WALL -MOUNTED LIGHT SWITCH @ 42" AFF. APPROVED FOR CLASS I/DIV. II.
120 VAC WALL -MOUNTED LIGHT SWITCH @ 42" AFF, WEATHERPROOF.

Wp APPROVED FOR CLASS I/DIV. II.
■ ■ PROPOSED CONDUIT AND WIRE PER POWER CONDUIT WIRE
SCHEDULE ON SHEET 7.

NOTES:

1. CONDUITS ARE SHOWN SCHEMATICALLY. CONTRACTOR SHALL ROUTE ALL CONDUIT ALONG CONCRETE WALLS, CONTRACTOR SHALL VERIFY IN FIELD.

2. CONTRACTOR SHALL VERIFY ELECTRICAL U.G. CONDUIT ROUTING AND DEPTH, PRIOR TO INSTALLATION.

3. MOUNT AND WIRE ALL EQUIPMENT PER MANUFACTURER REQUIREMENTS.

C■A_1��K•l�l�l�J�r+'�7�C��7��_�I�i�Y•]�[+ya��:�

5. REFER TO SPECS FOR AREA CLASSIFICATION.

6. CONDUCTORS FOR HOME RUN CIRCUITS FOR LIGHTING AND RECEPTACLES SHALL BE #10 AWG MINIMUM SIZE, UNLESS NOTED OTHERWISE.

8. LIGHTING AND RECEPTACLE WIRING SHALL BE WITHIN CONDUITS (PVC COATED RGS FOR OUTDOOR & EXPOSED CONDUIT).

9. ALL CONDUITS SHALL CONTAIN A PROPERLY SIZED GROUND CONDUCTOR. DE -RATE CONDUCTORS PER NEC 310.15(C)(1).
34 VWW'mN0.

L TOIL FREE
0-227-2600

EAST TWO DAYSFORE YOU DIG
JrAT

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BENCH MARK

REVISIONS

PLANS PREPARED BY
DESIGNED BY:

APPROVED BY:

DEPUTY DIRECTOR OF PUBLIC WORKS DATE
EDWIN J. NORRIS RCE No. 50368

DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
MATT BAUMGARDNER RCE No. 71932
SEAL:

CITY OF DOWNEY
SHEET 6

OF SHEETS
9 DESCRIPTION
DATE
APP.

BY
DRAWN BY:

PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS

SECTION DETAILS
VERT sc
SCALE:

N/A
HORIZ. SCALE:

CHECKED BY:

DRAWING NO.

POWER CONDUIT WIRE SCHEDULE

CONDUIT
WIRE*
FROM
TO

REMARKS
NO.

SIZE
POWER
GROUND
PUTIL
TBD
TBD
TBD

UTILITY POLE TRANSFORMERS
STS/METER MAIN C.B.

PER UTILITY COMPANY
P001

2.011
3-3/0
1 - 1/0
SES/METER MAIN C.B.

MTS
(MTS WITH CAMLOCKS)
P002

2.011
3-3/0
1 - 1/0
MTS
DISTRIBUTION PANEL "H" (200A)
P101

1.011
3 - #4
1 - #4
DISTRIBUTION PANEL "H" (200A)
MCP -WELL PUMP #1 (PMP-01001)
P101 B

1.011
FACT. CBL.

MCP - WELL PUMP #1 (54A)
WELL PUMP #1 (PMP-01001)
P102

1.0"
3 - #4
1 -#4
DISTRIBUTION PANEL "H" (200A)
MCP - WELL PUMP #2 (PMP-01002)
P102B

1.011
FACT. CBL.

MCP - WELL PUMP #2 (54A)
WELL PUMP #2 (PMP-01002)
P102C

1.2511
2 - #2
1 -#2
DISTRIBUTION PANEL "H" (80A)

PANEL'L'
P200

1.011
2 - #10
1 _#10

PANEL'L'

MCP PANEL
P203

0.7511
2 - #10
1 -#10

PANEL'L'
SITE WP RECEPTACLE (1)
P203A

0.7511
2 - #10
1 -#10

PANEL'L'
SITE WP RECEPTACLE (2)
P203B

0.7511
2 - #10
1 _#10

PANEL'L'

VALVE VAULT LIGHT SWITCH
P205

0.7511
2 - #10
1 -#10

PANEL'L'

BLOWER/EXHAUST FAN (FUTURE)
P206

0.7511
2 - #10
1 _#10

PANEL'L'
(FUTURE STUB -OUT & CAPPED)
P207

0.75"
FACT. CBL.

PANEL'L'

BTI SECURITY MODULE
P208

0.7511
FACT. CBL.

PANEL'L'

SCADA MONITOR
P209

0.7511
FACT. CBL.

PANEL'L'

HYDRO RANGER - LEVEL SENSOR
P210

0.7511
FACT. CBL.

PANEL'L'

MANUAL FLOAT TREE
METERED PEDESTAL "PARAMOUNT"
240V, 200A, 30 4W, NEMA 3R
I_pULL TTIL_1TY_3_0K41�C

SECTIONMPARTMENT
6\ MAIN
I BKR,
� 3P
NE
GN

BY UTILITY BY CONTRACTO
F2
BLDG. DRIVEN
STL. GRD.

OR REBAR ROD
8❑ MANUAL TRANSFER SWITCH (MTS)
240V, 200A, 30 4W, NEMA 3R
[_ - - - - 30 KAI
0 SINGLE LINE DIAGRAM
0 [2] DISTRIBUTION PANEL "H"
240V,200A, 30-4W, NEMA 12
F______
fAMLOCK
-ENCL.]GN--I�� GN
#1/0 GND #1/0 GND
i
POO1
----
-----------
-----�
P002
I I
13P
IM7
E
3P
rim
P102C
/ [8]
WELL PUMP #1 WELL PUMP #2
(PMP-01001) (PMP-01002)
PANEL "L" (80A)
F4] 120/24OV,
10, 3W,

TO LIGHTS AND

RECEPTACLES
30 KAZ] F
J L
, T1 14I , O1

CONTROL PANEL
[3]
J
=I
FEM111ycwil
PANEL "H" LOAD SUMMARY

DESCRIPTION
HP
ACTIVE (A) @ 240V
PUMP #1 (PMP-01001)
15 54
PUMP #2 (PMP-01002)
15 54

SUBTOTAL
108
+ 25% OF LARGEST MOTOR
14 GRAND TOTAL
122

PERCENT CAPACITY

61.0 34
VWW'mN0.

L TOLL FREE
0-227-2600

EAST TWO DAYS
JrATYOU DIG

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BENCH MARK

REVISIONS

PLANS PREPARED BY
DESIGNED BY:

APPROVED BY:

DEPUTY DIRECTOR OF PUBLIC WORKS DATE
EDWIN J. NORRIS RCE No. 50368

DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
MATT BAUMGARDNER RCE No. 71932
SEAL:

CITY OF DOWNEY
SHEET 7
OF 9 SHEETS

DESCRIPTION
DATE
APP.

BY
DRAWN BY:

PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS

POWER CONDUIT SCHEDULE & SINGLE LINE DIAGRAM
VERT sC E:

N/A
HORIZ. SCALE:

CHECKED BY:FORE
DRAWING NO.

MP-407
Last Revised: Wed May 21, 2025 — 2:05pm Last Plotted: Wed May 21, 2025 — 2:06pm Plotted By: ecuellor Drawing: H:\Pubworks\CMMP\MP 407 Paramount Boulevard Stormwater Lift Station Improvements\PS&E\Plons\Ei.dwg

1/4"X2"X3" STEEL PLATE ROUNDED CORNERS. DRILL FOR

WP CORD GRIP ON H EQUIPMENT MOUNTING ANCHOR BOLT CLEARANCE ALTERNATIVE TAP CO x END OF CABLE (TYP

A ''' FLOW INDICATING TRANSMITTER
(FIT) (IF SHOWN ON P&ID) W/

GROUND CONNECTION TO ANCHOR BOLTS
OUTDOOR TRAY RA D SUNSHIELD PER H/E036 DRILL FOR 1/2" DIA. SILT O EQ. GND. T _ z CABLE (TYP) BRONZE BOLT LARGER THAN 1/2" DIAMETER (#2 INSUL. CU)7 I m 5;

GROUND STRAP & R S FLOWMETER (FE) EXTRA NUT
3 MANUFACTURER REQMN S
4 j GROUND FLOWMETER BODY TO LOCKWASHER
10 0

JUNCTION BOX (T ADJACENT PIPE (TYP)
2 GROUND L EQUIPMENT BASE
MAIN GND. LO
(#2/0 BARE CU)
GRS PVC RISER (TYP) NOTE 1 THIS DETAIL
1" GROUT BASE (TYP) GROUNDING CABLE (SIZE

GRS PVC FACTORY EL AS SHOWN ON PLANS)

AND RISER (TYP) STAINLESS STEEL ANCHOR BOLTS

BILL OF MATERIALS
NO.

DESCRIPTION
QTY

OGROUND
ROD, 3/4" DIA. x 10', COPPER —CLAD STEEL
1 OGROUND
ROD CONNEU I OR 2/0 SOL-250)
BURNDY #GAR6429 OR EQUAL.
1 OBURNDY
#GAR6426 OR EQUAL.
1 OBURNDY
#GX2926 OR EQUAL.
1 CONDUITS PER SCHED EQUIPMENT FOUNDATION
6" CONCRETE PAD WITH TOP 2"
ABOVE GRADE NOTE:

GROUND LUG SHALL BE BOLTED TO THE ANCHOR WITH A SECOND NUT AND LOCKWASHER. WHEN THE ANCHOR BOLT IS TOO LARGE FOR NOTE: THE GROUND LUG A STEEL PLATE SHALL BE PROVIDED. DRILLED FOR ANCHOR BOLT CLEARANCE AND INSTALLED AS SHOWN WITH

1. STAINLESS STEEL SUPPORT WITH TWO HOLE BASE ON EACH SIDE AND HEIGHT OF GROUND CONNECTOR BOLTED TO THE STEEL PLATE WITH 1/2" SILICONE BRONZE BOLT NUT AND FLAT WASHER.

HORIZONTAL UNISTRUT SUPPORT SHALL BE 12" MINIMUM.

GROUND ROD INSTALLATION DETAIL NTs A FLOW METER GROUNDING DETAIL NTs B EQUIPMENT GROUNDING DETAIL NTS C

SELECT GND CONN

BASED ON POLE SIZE
1 OR 2 OR 3 STEEL COLUMN
(FIREPROOFED)
3/16" � � r
SECURE TAGS TO COND T ALMETEK TYPE EZ-V TAG TILES GATE FRAME STEEL COLUMN OR I I� EQUIP. SKID (BLACK ON YELLOW)
POST

DRILL & TAP HOLD FOR
� C S 1 1 7 i 1 13 BOLT
1 1N.

NOTE 1 °
ALMETEK TYPE T CONDUIT o o ; - BREAK EDG DRILL HOLE FOR TAG HOLDER I -;, `� AT CORNERS 1/2"-13 BOLT
SECURE TAGS TO COND T FINISHED��
WITH BLACK NYLON CABLE TIES GRADE + 2
0 .e a
SECURE TAGS TO COND T ALMETEK TYPE EZ-V TAG TILES EQ. GND. TAP (#2 INSUL1" PVC

BLACK ON YELLOW PROTECCTT CABLE AS REQ'D
( ) TO GND SYSTEM EQ. GND. TAP (#2 EQ. GND. TAP (#2 DET-A NOTES: INSUL. CU) TO GND INSUL. CU) TO GND GND CLIP

1. LEAVE SUFFICIENT SLACK IN CABLE FOR GATE SWING. SYSTEM SYSTEM �Pst17w

ALMETEK TYPE T CONDUIT

TAG HOLDER

SECURE TAGS TO COND T

WITH BLACK NYLON CABLE TIES

BILL OF MATERIALS
NO.

DESCRIPTION
QTY
O1
GROUND CONNECTOR, VC (1.25-2", #444/0)
1 BURNDY #GAR3903 OR EQUAL

QGROUND
CONNECTOR, 1/C, (2.5-3.5", #444/0)
1 BURNDY #GAR3904 OR EQUAL
O3
GROUND CONNECTOR, 1/C, (6", #4-#4/0)
1 BURNDY #GAR3906 OR EQUAL

BILL OF MATERIALS
NO.

DESCRIPTION
QTY

OSERVIT
POST CONNECTOR, 2/C, 1/2"-13 LONG STUD,
#2-#2/0 W/ NUT & LOCKWASHER, BURNDY#K2C25B1
1 OGROUND
CLIP, MILD STEEL, 5" x 3" x 1/4"

FIELD FABRICATE - SEE DET-A
1 CONDUIT LABELING DETAIL NTs D GROUND TO FENCE DETAIL NTs E GROUNDING CONNECTION - EQUIP/STEEL COLUMN DETAIL NTs F

GROUNDING ELECTR E CONCRETE WELD BY
CONDUCTOR (#2 MIN) FOUNDATION EXOTHERMIC
COVER TO BE MAR NEC 250.50 (A) (3)
"GROUNDING ELECTRODE" PROCESS

CAST IRON
COVER\
CONCRETE GROUND PROVIDE 1" PVC - 20'-0"
13 13/1 SCH 80 SLEEVE
BOX, CHRISTY G05 OR BODY MIN.. `

APPROVED EQU
1, N�
ONECTOR. CADWE D OR P O OR O2 OR 3 REBAR #2/0 CU CABLE GROUND CONNECTOR.

APPROVED EQUAL SELECT GROUND CONNECTOR
" BASED ON RE -BAR SIZE
p..
r10 12"
O
1 .1 to,,
GROUND RING CONNECTION DETAIL NTs J
GRAVEL BASE 18" T
30"
GROUND BOND TO REBAR DETAIL NTs H
SUPPLEMENTAL NOTES:

COPPER GROUND

ELECTRODE CONDUCTOR
SHALL BE MINIMUM #2/0
3/4" x 10' COPP

GROUND ROD
CONCRETE GROUND ROD INSPECTION DETAIL NTs G

BILL OF MATERIALS
NO.

DESCRIPTION
QTY
01#4
RE -BAR, 1/2" DIA. -
1 USE GND. CONN. BURNDY #GAR1126 OR EQUAL
02#5
OR #6 RE -BAR, 5/8" or 3/4" DIA. -
1 USE GND. CONN. BURNDY #GAR6426 OR EQUAL
3 #7 OR #8 RE -BAR, 7/8" or 1" DIA. -
1 USE GND. CONN. BURNDY #GAR1426 OR EQUAL
34 vww1mN0.

DIAL TOIL FREE
rAr 1-800-227-2600

AT LEAST TWO DAYS

BEFORE YOU DIG

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BENCH MARK

REVISIONS

PLANS PREPARED BY
DESIGNED BY:

APPROVED BY:

DEPUTY DIRECTOR OF PUBLIC WORKS DATE
EDWIN J. NORRIS RCE No. 50368

DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
MATT BAUMGARDNER RCE No. 71932
SEAL:

CITY OF DOWNEY
SHEET 8

OF SHEETS
9 DESCRIPTION
DATE
APP.

BY
DRAWN BY:

PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS

ELECTRICAL DETAILS
VERT sc Ec
N/A
HORIZ. SCALE:

CHECKED BY:

DRAWING NO.

MP-4O'7
Last Revised: Mon Mar 10, 2025 — 3:41pm Last Plotted: Mon Mar 10, 2025 — 3:43pm Plotted By: tbirthisel Drawing: C:\Users\tbirthisel\Documents\Pumpstation Rehab\CAD\Et.dwg

24"
MIN.
#2 BARE CU—

GROUNDING CONDUCTOR

FINISHED GRADE
ivnli• IVIIIV. ivnli.
6" WIDE 4.5 MIL THICK METAL DETECTABLE

POLYESTER TAPE CONTINUOUSLY

IMPRINTED ON ONE SIDE OF TAPE,
"CAUTION: BURIED ELECTRIC LINE BELOW"
(BLACK LETTERS ON RED BACKGROUND)

CLEAN BACKFILL
(TAMP TO 95% COMPACTION)
3000 PSI CONCRETE (RED) ENCASEMENT.

CONDUIT(S) - SIZE AND NUMBER AS

REQUIRED
*SEE PLANS FOR CONDUITS
NOTES:

1. ALL DIMENSIONS ARE MINIMUM. SEE PLANS AND CONDUIT SCHED.

2. MAINTAIN 24" MINIMUM CLEARANCE FROM POWER CONDUITS AND GAS/SEWER LINES.

3. MAINTAIN 12" MINIMUM CLEARANCE FROM POWER CONDUITS AND WATER/CONTROL LINES.

4. MAINTAIN 2" MINIMUM FROM OTHER CONDUITS.

5. INSTALL CONDUIT SUPPORT EVERY 5 FEET MINIMUM.

6. REPLACE SOIL/CONCRETE WITH IN KIND MATERIAL AFTER COMPLETION NOTES:

1. EQUIPMENT BASE TOP SHALL BE LEVEL.

2. PRIOR TO EQUIPMENT BASE INSTALLATION, COMPACT
SOIL UNDER AND 6" BEYOND THE BASE TO 95%
RELATIVE COMPACTION.

GROUT SEAMS AND AROUND -

CONDUIT WITH NON -SHRINK GROUT

REMOVABLE WATER/VAPOR
SEALANT COMPATIBLE WITH CABLE.

CALTRANS BOX SIZE

PER SITE PLANS
PROVIDE TRAFFIC RATED STEEL LID, H2O RATED,
LABEL COVER PLATE "ELECTRICAL".
\ ` NATIVE BACKFILL
90% COMPACTION (MIN)

ELECTRICAL N
EQUIPMENT 4" MIN TO MC \ CKFILL PER
UAG. CONDUIT DETAIL
ANCHOR BOLT co CONDUIT ENTRY (TYP)
AS REQUIRED BY 1" CHAMFER 8"

TO WELL
EQUIPMENT ALONG EDGE lo MANUFACTURER (TYP.)

CONDUIT PER SCHEDULE
FINISHED a o 0 0 0 0 0
GRADE • • a.� • • a • • l ADD EXTENSION RINGS AS
a ° z �o <�oU�<)o <�ov< o o o < o < o < o NECESSARY TO BRING 00 L/ LID FLUSH TO GRADE
d • • • • • ° • ,�� ,� /-3/4" CRUSHED ROCK
a a 18" DEPTH (MIN)
°
z EYS SEAL, HORIZO AL BELL END OR BUSHING (TYP)
#4 @12" ON CENT4�V6" MIN �0 WITH COMPOU9 FACTORY CABLE TO PUMPS #4 @12" ON CENT TYPE TC-ER CA E WATERPROOF SPLICE
NOTES:

TOP AND BOTTOM
O FILL EYS WITH "CHICO" OR EQUAL CONDUIT COMPOUND
SECTION THROUGH EQUIPMENT DEPTH 1 AFTER INSPECTION AND TESTING IS COMPLETED TYPICAL EQUIPMENT PAD DETAIL NTs B PULL BOX DETAIL NTs C LEAVE 8" SLACK IN CABLES TO

L G N ALLOW FOR LEVEL ADJUSTMENTS
y\ /\ /ACCESS HATCH CHAULK PENETRATION AFTER CABLE INSTALLATION y y

INSTALL PLUG ON F

CABLE TO MA'

RECEPTACLE(-

CABLE FURNIS
TYPICAL CONDUIT TRENCH DETAIL NTs I A I

WITH PUI

LID W REINFORCED STEEL

W/HOLD DOWN BOLTS
o
® D
LID W
-STEEL FRAME ANCHORED
IN CONCRETE.
9/16" BRASS NUT
rAND WASHER
In
18"

BRASS HOLD DOWN BOLT

WITH SCREW DRIVER SL
AT END TO TURN BOLT.

BACKFILL & THOROUGHLY 30 LB. FELT PAPER

TAMP EXCAVATED AREA FINISHED GRADE

COVER UNDISTURBED SOIL

TAMPERPROOF HOLD DOWN BOLT DETAIL
2" MIN.
4" MAX,

DATA TABLE
PULLBO`PULLBO)PULLBO)PULLBOX
TYPE
LENGTH
WIDTH
HEIGHT
LID
LENGTH
LID
WIDTH
LID
HEIGH
"A„
"B"
"C',
"D"
"E„
7„
#3 1 /2
19-3/4"
14-1 /4"
12"
1 15-1 /4"
10"
1-3/4"
#5
25-1/4"
15-3/4"
12"
1 20-5/8"
10-1/2"
2"
#7
34-3/4"
21-3/4"
12"
1 30-1 /8"
17-5/8"
2"
NOTES:

1. THE PULL BOX SHALL BE MADE OF A HIGH DENSITY REINFORCED CONCRETE MATERIAL WITH END AND SIDE KNOCKOUTS, AND NONSETTLING SHOULDERS TO MAINTAIN GRADE, MANUFACTURED WITH APPROXIMATE DIMENSIONS AS SHOWN.

2. STEEL REINFORCEMENT SHALL BE AS REGULARLY USED IN STANDARD PRODUCTS OF THE RESPECTIVE MANUFACTURER.

3. COVER LETTERING SHALL BE 1" LETTERS CAST IN STANDARD MARKINGS: "ELECTRIC"

4. ALL CABLE AND CONDUCTOR SPLICES SHALL BE CONNECTED WITH COPPER COMPRESSION H-TAP CONNECTOR OR APPROVED EQUAL AND INSULATED WITH A SPLICE KIT.

5. PULL BOX SHALL BE TRAFFIC RATED FOR LARGE VEHICLES AS REQUIRED.

REVISIONS

DESCRIPTION

DIAL TOLL FREE
1-800-227-2600

AT LEAST TWO DAYS
%p BEFORE YOU DIG

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
®U
F—
120VAC, 15 AMP, CLASS 1,
DIVISION 2 RATED DOUBLE

GANG, PLUG AND RECEPTACI
(KILLARK ACCEPTOR SERIES)
(

CABLE FURNISHED WITH PUMP

SUMP DUAL TYPE
SUMP PU 5PUMP & MOTOR

FLOAT SWITCH
SUMP PUMP WIRING DIAGRAM NTs I E
REFER TO PLAN DRAW GS /—PROVIDE TRAFFIC RATED STEEL LID, H2O RATED, / LABEL COVER PLATE "ELECTRICAL". PULLB_OX. _ _
kiwi
(I co

CONNECT TO GROUND RING

NATIVE BACKFI L
GROUT SEAMS ;�� vl 90% COMPACT[ N
AROUND CONDUIT WI � r� � (MIN) N

NON -SHRINK GROUT
GND ROD STB. ------- -- —
$ ACKFILL PER
't U.G. CONDUIT DETAIL
71 '' --ADD EXTENSION RINGS AS
{
7�'
�'-Al ��

NECESSARY TO BRING
�I
€.�
`S

LID FLUSH TO GRADE
q„Y
. _._ _. .. —3/4"

CRUSHED ROCK
��
18 DEPTH (MIN)
INSULATED #2 CU GND
NOTES:

1. FOR QUANTITY OF CONDUITS
SEE PLANS AND SCHEDULES.

TYPICAL PULLBOX & GROUND (POWER OR CONTROL) DETAIL NTS E PLANS PREPARED BY I DESIGNED BY: I APPROVED BY:

DRAWN BY: DEPUTY DIRECTOR OF PUBLIC WORKS DATE
EDWIN J. NORRIS RICE No. 50368
CHECKED BY:

DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
MATT BAUMGARDNER RICE No. 71932

STAINLESS STEEL

MOUNTING CLAMP

SECURE FLOAT CORD TO

VERTICAL PIPE WITH

PLASTIC TIE WRAPS (TYP)
2" MAX SPACING
FLOAT SWITCH (TYP.)
WARRIC SERIES M OR Cie
EQUAL
CABLE IN CONDUIT TO PANEL l"
LSH
1 COORDINATE FINAL
1 " PVC SCH 80 PIPE

FLOAT SWITCH

ELEVATIONS WITH
LSL
1 CITY
LSLL
1 STAINLESS STEEL

MOUNTING SLEEVE

WITH FLARED GUIDE
NOTES:

1.FLOAT SWITCH SHALL BE PROVIDED WITH UNDERWATER CABLE WITHOUT SPLICING (LENGTH AS REQUIRED) AND NECESSARY ACCESSORIES.
2-FLOATS SHALL BE ACCESSIBLE FROM WET WELL HATCH AND EASILY REMOVABLE FOR MAINTENANCE. 1INSTALLATION METHOD SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION. 4-FLOAT QUANTITY PER PLAN.
5-FLOAT SWITCH SHALL ACT AS BACK UP LEVEL CONTROL FOR WET WELL AND PRIMARY LEVEL CONTROL FOR BYPASS WELL.

FLOAT SWITCH INSTALLATION NTS G
SEAL:

CITY OF DOWNEY

PARAMOUNT BOULEVARD LIFT STATION IMPROVEMENTS

ELECTRICAL DETAILS
SHEET 9
OF 9 SHEETS
VERT. SCALE:

N/A
HORIZ. SCALE:

DRAWING NO.

MP-407
Last Revised: Wed May 21, 2025 — 2:05pm Last Plotted: Wed May 21, 2025 — 2:08pm Plotted By: ecuellor Drawing: H:\Pubworks\CMMP\MP 407 Paramount Boulevard Stormwater Lift Station Improvements\PS&E\Plons\Ei.dwg

Downey City CouncilMarch 24, 2026

Downey City Council
March 24, 2026