Exhibit_N_-_Plumbing_Site_Plan.pdf
PDF 25 MB Posted
- Solicitation number
- 26-B-51IF
- Issued by
- Volusia County, Florida
About this file
Plumbing Site Plan for Tomoka Farms Road Landfill Southeast Expansion
This file is a plumbing site plan and technical drawing prepared by CPH Consulting, LLC for Volusia County, Florida's Southeast Cell Expansion project at the Tomoka Farms Road Landfill in Port Orange, Florida. The drawings, issued for construction on January 16, 2026, detail the plumbing infrastructure required for the landfill expansion, specifically including two main lift stations (Main Lift Station South and Main Lift Station North), a truck loading station with leachate pond, and associated piping systems. The Main Lift Stations are equipped with dual FLYGT NP3171/434 submersible pumps rated at 34 horsepower each, operating at 1300 gallons per minute at 59 feet of total dynamic head, with 460-volt three-phase motors and full-load amperage of 40 amperes per pump and 281 amperes combined. Additional sump pumps include three SULZER/EJ 10D-3 pumps (1 horsepower each at 500 gallons per minute and 15 feet head) and two GODWIN CD100S-SS self-priming units (10 horsepower each) supporting the leachate collection and truck loading station operations. The plumbing design incorporates 10-inch high-density polyethylene piping in dual containment (16-inch outer pipe configuration) for the force main extending approximately 1.2 miles, with 4-inch and 6-inch secondary lines, expansion joints, check valves, butterfly valves, and air release valves throughout the system. Lift stations feature precast concrete construction with 60-mil HDPE protective liners, aluminum traffic-rated access hatches, flow meters, and SCADA-connected level controls for pump sequencing and alarm functions.
The technical specifications indicate that both lift stations operate under identical conditions with synchronized lead-lag pump configurations to manage leachate collection from the expanded landfill cell. The truck access and leachate pond area details show truck loading station infrastructure with sump pump support, while the pump station cross-sections and detailed drawings illustrate steel base plates anchored to concrete foundations, dual containment piping with flange adapters, and specialized internal liners applied over grout surfaces. All pumps and equipment are sized for the design flows required to support the Southeast Expansion Area (SEA) operations, with manufacturer specifications subject to engineer approval. The construction drawings are referenced as part of the complete set of construction documents and technical specifications dated February 2, 2026, prepared in accordance with Orange County Utilities Standards and Construction Specifications Manual, with work to be completed within the 244-day substantial completion and 365-day final completion timeframes specified in the invitation for bid.
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P-3
P-4
P-2
1" = 400'-0"
PLUMBING SITE PLAN1
Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com A Full Service
A & E Firm
CPH Consulting, LLC.
Plans Prepared By :
THIS SHEET NOT VALID FOR
CONSTRUCTION WITHOUT COMPLETE
SET OF PLANS. SEE GENERAL NOTES
FOR MASTER LEGEND
500 WEST FULTON STREET
SANFORD, FLORIDA 32771
Ph. (407) 322-6841
Drawn:
Designed:
Checked:
Project No.:
Issue Date:
TO
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State of Florida Licenses:
Engineer No. 3215
ISSUED FOR
CONSTRUCTION
01-16-2026
2400867
JAD
JAD
TSF
NO
DA
TE
RE
VI
SI
ON
1/30/2026 10:59 AM J:\2400867\MEP\01_CAD\2400867-Sheet - P-1 - PLUMBING SITE PLAN.dwg
©2025
PL
UM
BIN
G
SIT
E P
LA
N
P-1 SHEET 19 of 38
2026.01.30
T hi s ite m h as b ee n di gi ta lly s ig ne d an d se al ed b y Je ffr ey
A la n D ea l o n th e da te a dj ac en t t o th e se al
T he s ig na tu re m us t b e ve rif ie d on a ny e le ct ro ni c co pi es
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1/16" = 1'-0"
TRUCK ACCESS AND LEACHATE POND1
Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com A Full Service
A & E Firm
CPH Consulting, LLC.
Plans Prepared By :
THIS SHEET NOT VALID FOR
CONSTRUCTION WITHOUT COMPLETE
SET OF PLANS. SEE GENERAL NOTES
FOR MASTER LEGEND
500 WEST FULTON STREET
SANFORD, FLORIDA 32771
Ph. (407) 322-6841
Drawn:
Designed:
Checked:
Project No.:
Issue Date:
TO
MO
KA
FA
RM
S R
OA
D
LA
ND
FIL
L
VO
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UN
TY
, F
LO
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DA
SO
UT
HE
AS
T C
EL
L E
XP
AN
SIO
N
State of Florida Licenses:
Engineer No. 3215
ISSUED FOR
CONSTRUCTION
01-16-2026
2400867
JAD
JAD
TSF
NO
DA
TE
RE
VI
SI
ON
1/30/2026 10:58 AM J:\2400867\MEP\01_CAD\2400867-Sheet - P-2 - PLUMBING PLAN - TRUCK ACCESS AREA.dwg
©2025
P-2
TR
UC
K A
CC
ES
S A
RE
A
PUMP SCHEDULE
TAG VOLTS/
PHASE
MOTOR
HP
LRA FLA MANUFACTURER/MODEL
SP-1 460/3
DESCRIPTION
460/3SP-2
460/3SUMP PUMPSP-3 2.5 A1hp
SP-1
SP-2
SP-3
SUMP PUMP
SUMP PUMP
NOT TO SCALE
TRUCK LOADING STATION SECTION VIEW2
HEAD (FT)
GPM
51 SULZER/EJ 10D-3**10 A
SP-3
GODWIN/CD100S-SS**
GODWIN/CD100S-SS**
**OR ENGINEER APPROVED EQUAL
20 hp - 24.1 A
24.1 A-20 hp
SP-1 & SP-2
PUMP STATION PIPE CONFIGURATION
SEE DETAIL 1 & 2 SHEET P-5.
NOT TO SCALE
LEACHATE RETURN PIPING SECTION3
SP-33" HDPE PIPE
DISCHARGE INTO LEACHATE POND
SHEET 20 of 38
DISCHARGE INTO LEACHATE POND
2026.01.30
T hi s ite m h as b ee n di gi ta lly s ig ne d an d se al ed b y Je ffr ey
A la n D ea l o n th e da te a dj ac en t t o th e se al
T he s ig na tu re m us t b e ve rif ie d on a ny e le ct ro ni c co pi
N
C
A
HIGH LEVEL ALARM
LAG PUMP ON
BOTH PUMPS OFF
LEAD PUMP ON
ELEV. V
ELEV. Y
ELEV. X
ELEV. W
LIQUID LEVEL CONTROLS
B
4000 P.S.I. CONCRETE GROUT
F.D.O.T. 57 STONE
2ND HIGH LEVEL FLOAT TO SCADA
" M
IN
ELEV. T
ALUMINUM ACCESS HATCH, TRAFFIC RATED
W/ LOCKSET AND RECESSED HANDLE
PRECAST CONCRETE TOP
OPEN/CLOSE DIRECTION OF ACCESS HATCH
FIELD APPLY SPECIALTY LINER OVER
INTERIOR GROUT AS SPECIFIED
PUMP STATION SECTION
9" MIN.12
18"
1214 4
3"
ELEV. U
3 5
2" AIR RELEASE
VALVE
A
BASE ELBOW
PROVIDE REDUCER
1" THICK STEEL PUMP BASE PLATE - PLATE SIZE
TO BE 6" LARGER THAN BASE ELBOW AND PUMP VOLUTE
TYPICAL ALL AROUND. SEE DETAIL 4 SHEET P-5
16" OUTER PIPE
10" INNER PIPE
END DUAL CONTAINMENT
INSIDE OF THE LIFT STATION
PROTECTIVE 60 ML HDPE
LINER OR ENGINEER
APPROVED EQUIVALENT
CONTAINMENT AREA
CURB
CONNECT TO FORCE MAIN.
SEE SHEET P-1.
FLOW METER
ELEV. AA
SLOPE 1/16" PER 1'
N
PUMP STATION PLAN
10" HDPE IN 16" HDPE
DUAL CONTAINED
INFLUENT PIPE
6' -0
5 1214 4
5 1214 4
C-LINE OF WET WELL
2'-4"13"
1' -8
1'
-8
3 7
106106
PUMP 1
PUMP 2
FLOW METER
PIPE AND FITTING LEGEND:
10" STAINLESS STEEL SPOOL PIECE, FLG.
10" D.I. SPOOL PIECE, FLG. x P.E., LENGTH AS REQUIRED
10" 45° BEND, M.J.
10" 90° BEND, FLG.
10" TEE, M.J.
DESCRIPTION
THICKNESS OF WALL
DIAMETER OF WET WELL
WIDTH OF BOTTOM FILLET
C/L TO C/L OF DISCHARGE
LENGTH OF ACCESS
WIDTH OF ACCESS
TOP OF WELL
FINISH GRADE
HIGH LEVEL ALARM
LAG PUMP ON
LEAD PUMP ON
PUMPS OFF
SYMBOLS
DIMENSION A
DIMENSION B
DIMENSION C
DIMENSION D
DIMENSION E
DIMENSION F
ELEVATION T
ELEVATION U
ELEVATION V
ELEVATION W
ELEVATION X
ELEVATION Y
FLOOR OF WET WELL ELEVATION Z
DIMENSIONS
8 IN. MINIMUM
ELEVATIONS
ELEVATION AAPIPE INV. ELEV.
* PER MANUFACTURER'S RECOMMENDATION'S
41 IN.
72 IN.
(B)
(A)
OPERATING CONDITIONS SHALL BE 1300 GPM AT 59 FEET TDH.
HZ.: 60; PHASE: 3; H.P.: 34; MIN. SOLID SIZE: __ in; CURVE: ______
MANUFACTURER: FLYGT**; MODEL: NP3171/434**; IMP DIA: ______;
SPEED: 1765 RPM; DISCHARGE SIZE: 6 IN; VOLTAGE: 460 V;
10" STAINLESS STEEL 90° BEND, FLG.
10" FLANGED COUPLING ADAPTER
10" D.I. SPOOL PIECE, FLG. x FLG., LENGTH AS REQUIRED
10" D.I. SPOOL PIECE, P.E. x P.E., LENGTH AS REQUIRED
10" PLUG VALVE, M.J. WITH VALVE BOX AND COVER
10" 90° BEND, M.J.
10" CHECK VALVE WITH LEVER AND WEIGHT
PRESSURE GAUGE/DIAPHRAGM ASSEMBLY
PUMP DATA:
PUMP SPECIFICATION:
10" PLUG VALVE, FLG.
40 IN.
OR APPROVED EQUAL.
15 4" PVC VENT
12 FT.
** OR ENGINEER APPROVED EQUAL
30.5 FT.
32 FT.
24.5 FT.
24 FT.
23.5 FT.
19.66 FT.
18.87 FT.
31.5 FT.
1/8" = 1'-0"
MAIN LIFT STATION SOUTH1
Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com A Full Service
A & E Firm
CPH Consulting, LLC.
Plans Prepared By :
THIS SHEET NOT VALID FOR
CONSTRUCTION WITHOUT COMPLETE
SET OF PLANS. SEE GENERAL NOTES
FOR MASTER LEGEND
500 WEST FULTON STREET
SANFORD, FLORIDA 32771
Ph. (407) 322-6841
Drawn:
Designed:
Checked:
Project No.:
Issue Date:
TO
MO
KA
FA
RM
S R
OA
D
LA
ND
FIL
L
VO
LU
SI
A
CO
UN
TY
, F
LO
RI
DA
SO
UT
HE
AS
T C
EL
L E
XP
AN
SIO
N
State of Florida Licenses:
Engineer No. 3215
ISSUED FOR
CONSTRUCTION
01-16-2026
2400867
JAD
JAD
TSF
NO
DA
TE
RE
VI
SI
ON
1/30/2026 10:58 AM J:\2400867\MEP\01_CAD\2400867-Sheet - P-3 - PLUMBING PLAN - LIFT STATION 1 AREA.dwg
©2025
P-3
MA
IN
LI
FT
S
TA
TI
ON
S
OU
TH
PUMP SCHEDULE
TAG VOLTS/
PHASE
MOTOR
HP
LRA FLA MANUFACTURER/MODEL
PUMP 1 460/3
DESCRIPTION
460/3PUMP 2
LIFT STATION
LIFT STATION
HEAD (FT)
GPM
1300 FLYGT / NP3171/434 **
FLYGT / NP3171/434 **
34hp
34hp
**OR ENGINEER APPROVED EQUAL
281 A 40 A
40 A281 A
SHEET 21 of 38
2026.01.30
T hi s ite m h as b ee n di gi ta lly s ig ne d an d se al ed b y Je ffr ey
A la n D ea l o n th e da te a dj ac en t t o th e se al
T he s ig na tu re m us t b e ve rif ie d on a ny e le ct ro ni c co pi
N
C
A
HIGH LEVEL ALARM
LAG PUMP ON
BOTH PUMPS OFF
LEAD PUMP ON
ELEV. V
ELEV. Y
ELEV. X
ELEV. W
LIQUID LEVEL CONTROLS
B
4000 P.S.I. CONCRETE GROUT
F.D.O.T. 57 STONE
2ND HIGH LEVEL FLOAT TO SCADA
" M
IN
ELEV. T
ALUMINUM ACCESS HATCH, TRAFFIC RATED
W/ LOCKSET AND RECESSED HANDLE
PRECAST CONCRETE TOP
OPEN/CLOSE DIRECTION OF ACCESS HATCH
FIELD APPLY SPECIALTY LINER OVER
INTERIOR GROUT AS SPECIFIED
PUMP STATION SECTION
9" MIN.12
18"
1214 4
3"
ELEV. U
3 5
2" AIR RELEASE
VALVE
A
BASE ELBOW
PROVIDE REDUCER
1" THICK STEEL PUMP BASE PLATE - PLATE SIZE
TO BE 6" LARGER THAN BASE ELBOW AND PUMP VOLUTE
TYPICAL ALL AROUND. SEE DETAIL 4 SHEET P-5
16" OUTER PIPE
10" INNER PIPE
END DUAL CONTAINMENT
INSIDE OF THE LIFT STATION
PROTECTIVE 60 ML HDPE
LINER OR ENGINEER
APPROVED EQUIVALENT
CONTAINMENT AREA
CURB
CONNECT TO FORCE MAIN.
SEE SHEET P-1.
FLOW METER
ELEV. AA
CONTAINMENT AREA
CURB
SLOPE 1/16" PER 1'
N
PUMP STATION PLAN
10" HDPE IN 16" HDPE
DUAL CONTAINED
INFLUENT PIPE
6' -0
5 1214 4
5 1214 4
C-LINE OF WET WELL
2'-4"13"
1' -8
1'
-8
3 7
106106
PUMP 1
PUMP 2
FLOW METER
PIPE AND FITTING LEGEND:
10" STAINLESS STEEL SPOOL PIECE, FLG.
10" D.I. SPOOL PIECE, FLG. x P.E., LENGTH AS REQUIRED
10" 45° BEND, M.J.
10" 90° BEND, FLG.
10" TEE, M.J.
DESCRIPTION
THICKNESS OF WALL
DIAMETER OF WET WELL
WIDTH OF BOTTOM FILLET
C/L TO C/L OF DISCHARGE
LENGTH OF ACCESS
WIDTH OF ACCESS
TOP OF WELL
FINISH GRADE
HIGH LEVEL ALARM
LAG PUMP ON
LEAD PUMP ON
PUMPS OFF
SYMBOLS
DIMENSION A
DIMENSION B
DIMENSION C
DIMENSION D
DIMENSION E
DIMENSION F
ELEVATION T
ELEVATION U
ELEVATION V
ELEVATION W
ELEVATION X
ELEVATION Y
FLOOR OF WET WELL ELEVATION Z
DIMENSIONS
8 IN. MINIMUM
ELEVATIONS
ELEVATION AAPIPE INV. ELEV.
* PER MANUFACTURER'S RECOMMENDATION'S
41 IN.
72 IN.
(B)
(A)
OPERATING CONDITIONS SHALL BE 1300 GPM AT 59 FEET TDH.
HZ.: 60; PHASE: 3; H.P.: 34; MIN. SOLID SIZE: __ in; CURVE: ______
MANUFACTURER: FLYGT**; MODEL: NP3171/434**; IMP DIA: ______;
SPEED: 1765 RPM; DISCHARGE SIZE: 6 IN; VOLTAGE: 460 V;
10" STAINLESS STEEL 90° BEND, FLG.
10" FLANGED COUPLING ADAPTER
10" D.I. SPOOL PIECE, FLG. x FLG., LENGTH AS REQUIRED
10" D.I. SPOOL PIECE, P.E. x P.E., LENGTH AS REQUIRED
10" PLUG VALVE, M.J. WITH VALVE BOX AND COVER
10" 90° BEND, M.J.
10" CHECK VALVE WITH LEVER AND WEIGHT
PRESSURE GAUGE/DIAPHRAGM ASSEMBLY
PUMP DATA:
PUMP SPECIFICATION:
10" PLUG VALVE, FLG.
40 IN.
OR APPROVED EQUAL.
15 4" PVC VENT
12 FT.
** OR ENGINEER APPROVED EQUAL
30.5 FT.
30 FT.
24.5 FT.
24 FT.
23.5 FT.
19.66 FT.
18.87 FT.
31.5 FT.
1/4" = 1'-0"
MAIN LIFT STATION NORTH1
Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com A Full Service
A & E Firm
CPH Consulting, LLC.
Plans Prepared By :
THIS SHEET NOT VALID FOR
CONSTRUCTION WITHOUT COMPLETE
SET OF PLANS. SEE GENERAL NOTES
FOR MASTER LEGEND
500 WEST FULTON STREET
SANFORD, FLORIDA 32771
Ph. (407) 322-6841
Drawn:
Designed:
Checked:
Project No.:
Issue Date:
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State of Florida Licenses:
Engineer No. 3215
ISSUED FOR
CONSTRUCTION
01-16-2026
2400867
JAD
JAD
TSF
NO
DA
TE
RE
VI
SI
ON
1/30/2026 11:39 AM J:\2400867\MEP\01_CAD\2400867-Sheet - P-4 - PLUMBING PLAN - CELL 1.dwg
©2025
P-4
MA
IN
LI
FT
S
TA
TI
ON
N
OR
TH
PUMP SCHEDULE
TAG VOLTS/
PHASE
MOTOR
HP
LRA FLA MANUFACTURER/MODEL
PUMP 1 460/3
DESCRIPTION
460/3PUMP 2
LIFT STATION
LIFT STATION
HEAD (FT)
GPM
1300 FLYGT / NP3171/434 **
FLYGT / NP3171/434 **
34hp
34hp
**OR ENGINEER APPROVED EQUAL
40 A
40 A
281 A
281 A
SHEET 22 of 38
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GODWIN CD100S-SS
SELF PRIMING PUMP
OR ENGINEER
APPROVED EQUAL
2" AIR RELEASE VALVE
BUTTERFLY VALVE (TYP)
PIPE SUPPORT (TYP)
(SEE STRUCTURAL)
TEE
CHECK VALVE4" SDR 11 HDPE
FLANGE ADAPTER
4" PIPE EXPANSION JOINT
FROM LEACHATE
POND RISER
6" SDR 11 HDPE
BUTTERFLY VALVE (TYP)
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
PUMP SP-2 GODWIN
CD100S-SS DRI-PRIME
PUMP OR ENGINEER
APPROVED EQUAL
BUTTERFLY VALVE (TYP)
CHECK VALVE
CHECK VALVE
4" PIPE EXPANSION JOINT
4" PIPE EXPANSION JOINT
END OF CONTAINMENT CURB
BUTTERFLY VALVE (TYP)
BUTTERFLY VALVE (TYP)
DUAL CONTAINED
6" IN 10" HDPE PIPE
BUTTERFLY VALVE (TYP)
WITH FLANGE ADAPTOR
(ON ALL HDPE)
FORCE MAIN TO
ADDITIONAL LEACHATE
POND.
BUTTERFLY VALVE (TYP)
PUMP SP-2 GODWIN
CD100S-SS DRI-PRIME
PUMP OR ENGINEER
APPROVED EQUAL
AIR RELEASE VALVE
DUAL CONTAINED
6" IN 10" HDPE PIPE
AIR RELEASE VALVE
4" X 6" REDUCER
4" X 6" REDUCER
C
4000 P.S.I. CONCRETE GROUT
F.D.O.T. 57 STONE
" M
IN
FIELD APPLY SPECIALTY LINER OVER
INTERIOR GROUT AS SPECIFIED
9" MIN.12
18"
3"
PROTECTIVE 60 ML HDPE
LINER OR ENGINEER
APPROVED EQUIVALENT
1. PREPARE STRUCTURE INTERIOR, PRESSURE WASH OR SANDBLAST TO REMOVE ALL SCALE, LOOSE
MATERIAL, GREASE AND SLUDGE BUILD UP.
NOTES
2. LAY OUT HDPE LINER SHEETS OVER PREPARED SURFACE. ENSURE PROPER ALIGNMENT AND COVERAGE OF
DESIGNATED AREA, WITH OVERLAP TO ALLOW FOR WELDING.
3. ACTIVE LEAKS SHALL BE REPAIRED WITH HYDRAULIC MORTAR. ALL OTHER STRUCTURAL REPAIRS DEEMED
NECESSARY SHALL BE PERFORMED PRIOR TO INSTALLING LINER.
Sheet No.
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
www.cphcorp.com A Full Service
A & E Firm
CPH Consulting, LLC.
Plans Prepared By :
THIS SHEET NOT VALID FOR
CONSTRUCTION WITHOUT COMPLETE
SET OF PLANS. SEE GENERAL NOTES
FOR MASTER LEGEND
500 WEST FULTON STREET
SANFORD, FLORIDA 32771
Ph. (407) 322-6841
Drawn:
Designed:
Checked:
Project No.:
Issue Date:
TO
MO
KA
FA
RM
S R
OA
D
LA
ND
FIL
L
VO
LU
SI
A
CO
UN
TY
, F
LO
RI
DA
SO
UT
HE
AS
T C
EL
L E
XP
AN
SIO
N
State of Florida Licenses:
Engineer No. 3215
ISSUED FOR
CONSTRUCTION
01-16-2026
2400867
JAD
JAD
TSF
NO
DA
TE
RE
VI
SI
ON
1/30/2026 10:59 AM J:\2400867\MEP\01_CAD\2400867-Sheet - P-5 - PLUMBING DETAILS.dwg
©2025
P-5
PL
UM
BI
NG
D
ET
AI
LS
NOT TO SCALE
LEACHATE POND PUMP STATION DETAIL2
NOT TO SCALE
LEACHATE POND PUMP STATION SECTION VIEW1
APPENDIX A STANDARD DRAWINGS
ORANGE COUNTY UTILITIES
STANDARDS & CONSTRUCTION
SPECIFICATIONS MANUAL
PUMP BASE PLATE
10/10/2021
FIGURE A405
1. PLATE ANCHORS TO BE 6-IN MINIMUM 3/4-IN DIAMETER, PROVIDING A MINIMUM
EMBEDMENT DEPTH OF 6-5/8-IN.
2. PLATE SIZE: 6-IN LARGER THAN BASE ELBOW & PUMP VOLUTE TYP ALL AROUND. BASE
PLATE SHALL BE TRIMMED TO FIT, IF REQUIRED.
3. BASE ELBOW BOLTS, PLATE ANCHORS AND STUDS TO BE STEEL (MIN ASTM A307
GRADE B AND A563).
1" THICK STEEL
BASE PLATE
PLATE ANCHORS
1/2 LENGTH
6" MIN
6" MIN
ALL AROUND
2" MIN
(TYP)
BASE ELBOW
THREADED PLATE
EXPANSION ANCHORS
(6" MIN)
6 5/8" MIN PENETRATION
(SEE NOTE 1)
WET-WELL BOTTOM SLAB
1" MINIMUM LEVELING
COURSE
PUMP BOLTS TO BE
WELDED TO BOTTOM
SIDE OF PLATE
STEP TO BE STEEL,
WELDED TO BASE PLATE
AND SUPPLIED BY PUMP
MANUFACTURER
PUMP BOLTS TO BE
WELDED TO BOTTOM
SIDE OF STEP
2" DIA MIN HOLE IN STEEL
PLATE FOR FLOWABLE FILL/
GROUT
2" DIA MIN
HOLE
2" DIA MIN
HOLE
2" MIN
(TYP)
NOT TO SCALE
LIFT STATION 1 & 2 LINER DETAIL3
NOT TO SCALE
LIFT STATION 1 & 2 PUMP PLATE DETAIL4
SHEET 23 of 38
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T he s ig na tu re m us t b e ve rif ie d on a ny e le ct ro ni c co pi
| 2026-01-30T15:48:20-0500 | |
| Jeffrey A Deal |
File details come from the government source that posted it. Updated .