CULVER CITY TRANSFER STATION
STORMWATER DIVERSION
SYSTEM UPGRADES
SHEET LIST TABLE
BASIS OF BEARINGS
ABBREVIATIONS
UTILITY COMPANY CONTACTS
LEGEND
SYMBOLS
ENGINEER'S NOTICE TO CONTRACTOR
LOCATION MAP
TITLE SHEET
T-01
COMPANY
CONTACT
PHONE NO.
SHT.
NO.
DRAWING
NO.
SHEET TITLE
BENCHMARK
RIGHT-OF-WAY
PROJECT LOCATION
PROJECT
LOCATION
VICINITY MAP
Project Number: F25585
Drawing No.
CULVER CITY TRANSFER STATION
STORMWATER DIVERSION SYSTEM UPGRADES
Z:\F25585\06 Tasks\D1 Design\80 Storm Drain\F25585 - T01 - Title Sheet PLOTTED: 11/07/2025
65% CONSTRUCTION PLAN
ENVIRONMENTAL PROGRAMS & OPERATIONS - CULVER CITY, CALIF.
CITY OF CULVER CITY
PUBLIC WORKS DEPARTMENT
VERTICAL DATUM
DESIGN & CONSTRUCTION STANDARDS:
PUBLIC NOTIFICATION REQUIREMENTS:
PUMP NOTES:
GENERAL NOTES:
SEQUENCE OF OPERATION:
GENERAL NOTES:
EXISTING & PROPOSED UTILITIES
’
JOB SITE
SURVEY & LAYOUT
PUBLIC HEALTH, SAFETY & WELFARE
TREE PROTECTION
·
·
MISCELLANEOUS
Project Number: F25585
Drawing No.
CULVER CITY TRANSFER STATION
STORMWATER DIVERSION SYSTEM UPGRADES
Z:\F25585\06 Tasks\D1 Design\80 Storm Drain\F25585 - C01- General Notes PLOTTED: 11/07/2025
65% CONSTRUCTION PLAN
ENVIRONMENTAL PROGRAMS & OPERATIONS - CULVER CITY, CALIF.
CITY OF CULVER CITY
PUBLIC WORKS DEPARTMENT
GENERAL, PUMP, AND CONSTRUCTION NOTES
CONSTRUCTION NOTES:
C-01
JEFFERSON BLVD
LINE "B"
S= 0.003
LINE "A"
S= 0.010
LINE "B"
S= 0.003
LINE "B"
S= 0.005
4.8'
3.0'
7.7'
10+00
10+50
11+00
11+50
12+00
12+50
13+00
STORM DRAIN LINE "A"
STORM DRAIN LINE "B"
Project Number: F25585
Drawing No.
CULVER CITY TRANSFER STATION
STORMWATER DIVERSION SYSTEM UPGRADES
Z:\F25585\06 Tasks\D1 Design\80 Storm Drain\F25585 - C02&C03 - Construction Plan_v8 PLOTTED: 11/07/2025
65% CONSTRUCTION PLAN
ENVIRONMENTAL PROGRAMS & OPERATIONS - CULVER CITY, CALIF.
CITY OF CULVER CITY
PUBLIC WORKS DEPARTMENT
MATCH LINE - SEE SHEET C-03
C-02
CONSTRUCTION NOTES:
NOTES:
PLAN VIEW
B
SECTION 'A'
A
SECTION 'B'
JEFFERSON BLVD
LINE "B"
S= 0.005
LINE "B"
S= 0.005
13+50
14+00
14+50
15+00
15+50
16+00
16+50
Project Number: F25585
Drawing No.
CULVER CITY TRANSFER STATION
STORMWATER DIVERSION SYSTEM UPGRADES
Z:\F25585\06 Tasks\D1 Design\80 Storm Drain\F25585 - C02&C03 - Construction Plan_v8 PLOTTED: 11/07/2025
65% CONSTRUCTION PLAN
ENVIRONMENTAL PROGRAMS & OPERATIONS - CULVER CITY, CALIF.
CITY OF CULVER CITY
PUBLIC WORKS DEPARTMENT
MATCH LINE - SEE SHEET C-02
C-03
STORM DRAIN LINE "B"
NOTES:
CONSTRUCTION NOTES:
D
C
SECTION D-D
PLAN VIEW
D
SECTION 'C'
DISCHARGE AT STATION
FINSIHED GRADE
ADDITIONAL OPTIONS
CONTROL PANEL SS ENCLOSURE
CONTROL PANEL AC UNIT
GENERATOR RECEPTACLE
CONTROL PANEL REMOTE ALARM MONITORING
CONCRETE WATERPROOFING
ODOR CONTROL VALVE
AIR RELEASE/VACUUM VALVE
INTERIOR LINER
VENT PIPE
LIFTING CRANE
VARIABLE FREQENCY DRIVE(S)
OPTION
AVAILABLE POWER SUPPLY
AVAILABLE POWER PHASE
APPLICATION
TOTAL DYNAMIC HEAD (Ft.)
PUMP MAKE & MODEL
PUMP MOTOR (Std / XP)
PUMP TYPE
PUMP RATED HP & CURRENT
DESIGN FLOW (gpm)
LAG PUMP ON
PUMP(S) OFF
HIGH WATER ALARM
LEAD PUMP ON
LOW WATER ALARM
WET WELL FLOOR
FORCE MAIN HIGH POINT
DESCRIPTION
BILL OF MATERIALS
ITEM
1 2
3 4
5 6
7 8
1 1
1 1
1 1
PROJECT SPECIFIC INFORMATION
SYSTEM CHARACTERISTICS
CONTROL PANEL AUTODIALER
CONCRETE WET WELL ASSEMBLY
PUMP PACKAGE
LIFTOUT PACKAGE
PIPING PACKAGE
CONTROL PACKAGE
ACCESS HATCH
ASTM C1802 Hatch Load Level
PIPE DIAMETER
PIPE MATERIAL
PANEL TYPE
RIM
EPOXY COATED PIPING
QTY
INLET
YES
NO
79.00'
79.00'
89.00'
76.00'
65.50' - 65.50' - 71.01'
65.50'
64.20'
63.20'
62.00'
61.50'
60.17'
99 31.7
HOMA - AMS336-220/3,8T/C FM
3.8HP - 5.5FLA
Sewage
XP/FM
Three
480V
Non-Clog
PVC Sch 80
3"
Level 5
F
(QTY 3) 3" CORE HOLES
FOR ELECTRICAL CONDUIT
*ELECTRICAL DESIGN BY OTHERS*
INLET PIPING TO BE INSTALLED,
CORED & SEALED BY OTHERS
Ø5'-0" WET WELL I.D.
Ø6'-0" WET WELL O.D.
ANTI-FLOTATION COLLAR
OPTIONAL VENT PIPING
SINGLE DOOR ACCESS HATCH
w/ 28" x 40" CLEAR OPENING
3" OUTLET INVERT - ELEV.
TO STORAGE TANK
*CONNECTION TO FORCE
MAIN DESIGNED &
INSTALLED BY OTHERS
NOTES
MATERIALS:
1. PRECAST MATERIALS AND MANUFACTURING METHODS SHALL CONFORM TO ASTMC-478, C-857 AND LACSD S-A-206, WHEN IN LA COUNTY.
2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH F'c = 5,000-psi AT 28-DAYS.
3. THE PORTLAND CEMENT USED IN THE PRECAST SECTION SHALL MEET THE REQUIREMENTS OF TYPE II/V HIGH SULFATE RESISTANT CEMENT IN ACCORDANCE WITH ASTM CLASS M C-150.
4. MANHOLE COMPONENTS CONFORM TO CURRENT SPECIFICATIONS, ASTM, C-478 AND AASHTO M199.
5. FLAT TOPS AND BASE SLABS ARE DESIGNED FOR ASSHTO HS-20 WHEEL LOADING.
6. ALL PRECAST CONCRETE COMPONENTS TO BE MANUFACTURED IN AN NPCA CERTIFIED PLANT. a
DESIGN NOTES / DISCLAIMERS:
1. CONTROL PANEL INSTALLATION, MOUNTING DESIGN & HARDWARE BY OTHERS.
2. FINAL CONTROL PANEL LOCATION TO BE DETERMINED ACCORDING TO PROJECT REQUIREMENTS. CONSULT ALL SUBMITTED PUMP AND LEVEL CONTROL CABLE LENGTHS WHEN DETERMINING THE CONTROL PANEL LOCATION.
3. ALL FOUNDATION, SUBGRADE, AND BACKFILL DESIGNED BY OTHERS.
4. ALL PRECAST CORING TO BE DONE IN FIELD BY OTHERS UNLESS OTHERWISE NOTED.
5. ALL MATERIAL TO BE ASSEMBLED/INSTALLED IN FIELD BY OTHERS.
RIM - ELEV.
SEE NOTES #1 & #2
WET WELL FLOOR - ELEV.
LOW WATER LEVEL ALARM - ELEV.
PUMPS OFF - ELEV.
LEAD PUMP ON - ELEV.
LAG PUMP ON - ELEV.
INLET INVERT - ELEV.
HIGH WATER LEVEL ALARM - ELEV.
6" INLET INVERT - ELEV.
FROM ONSITE RUNOFF
3" INLET INVERT - ELEV.
FROM CONC. WALL STRUCTURE
SEE NOTE #3
58.00"
34.00"
46.00"
20.00"
14.00"
00.00 18.83'
13.50'
4.00'
64.0"
70.70'
65.50'
3" OUTLET INVERT - ELEV.
TO STORAGE TANK
Project Number: F25585
Drawing No.
CULVER CITY TRANSFER STATION
STORMWATER DIVERSION SYSTEM UPGRADES
Z:\F25585\06 Tasks\D1 Design\80 Storm Drain\F25585 - C04- Pump Station Details (CAD) PLOTTED: 11/07/2025
65% CONSTRUCTION PLAN
ENVIRONMENTAL PROGRAMS & OPERATIONS - CULVER CITY, CALIF.
CITY OF CULVER CITY
PUBLIC WORKS DEPARTMENT
DISCLAIMERS, INCLUDING BUT NOT LIMITED TO:
1. ALL ELEVATIONS HAVE BEEN PROVIDED BY OTHERS, AND HAVE NOT BEEN VERIFIED BY JENSEN INFRASTRUCTURE.
CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS IN FIELD PRIOR TO INSTALLATION.
2. THESE LAYOUT DRAWINGS ARE INTENDED TO SHOW OVERALL SYSTEM DESIGN ONLY. ALL CONCRETE COMPONENT
THICKNESSES, DIMENSIONS, AND JOINT ORIENTATIONS MAY VARY ACROSS JENSEN INFRASTRUCTURE'S MANUFACTURING FACILITIES. CONTRACTOR TO CONFIRM ALL THICKNESSES, DIMENSIONS, AND JOINT ORIENTATIONS PRIOR TO INSTALLATION.
3. SYSTEM DESIGN CRITERIA HAS BEEN PROVIDED TO JENSEN INFRASTRUCTURE. OTHERS ARE RESPONSIBLE FOR VERIFICATION THAT SYSTEM MEETS INTENDED APPLICATION.
4. FOUNDATION, SUBGRADE, AND BACKFILL TO BE DESIGNED BY OTHERS.
C-04
PUMP STATION DETAILS
PROFILE VIEW
N.T.S.
PLAN VIEW
N.T.S.
Project Number: F25585
Drawing No.
CULVER CITY TRANSFER STATION
STORMWATER DIVERSION SYSTEM UPGRADES
Z:\F25585\06 Tasks\D1 Design\80 Storm Drain\F25585 - C05- Concrete Wall Structure Details PLOTTED: 11/07/2025
65% CONSTRUCTION PLAN
ENVIRONMENTAL PROGRAMS & OPERATIONS - CULVER CITY, CALIF.
CITY OF CULVER CITY
PUBLIC WORKS DEPARTMENT
CONCRETE WALL STRUCTURE DETAILS
C-05
DESIGN DATA:
ENLARGED DETAIL 'S'
PLAN VIEW
CONCRETE RETAINING STRUCTURES
SECTION W-W
Project Number: F25585
Drawing No.
CULVER CITY TRANSFER STATION
STORMWATER DIVERSION SYSTEM UPGRADES
Z:\F25585\06 Tasks\D1 Design\80 Storm Drain\F25585 - C06- Details PLOTTED: 11/07/2025
65% CONSTRUCTION PLAN
ENVIRONMENTAL PROGRAMS & OPERATIONS - CULVER CITY, CALIF.
CITY OF CULVER CITY
PUBLIC WORKS DEPARTMENT
DETAILS
C-06
INSULATED PIPE THROUGH NON-RATED WALL DETAIL
NOTE:
PIPE TO WALL CONNECTION DETAIL