Exhibit_N_-_Plumbing_Site_Plan.pdf
PDF 25 MB Posted
- Solicitation number
- 26-B-51IF
- Issued by
- Volusia County, Florida
About this file
This is a plumbing site plan exhibit prepared by CPH Consulting, LLC for the Tomoka Farms Road Landfill Southeast Cell Expansion project in Volusia County, Florida. The document contains detailed engineering drawings and specifications for the plumbing infrastructure required to support the landfill expansion, including a plumbing site plan at 1" = 400'-0" scale, truck access and leachate pond details, two main lift station designs (north and south configurations), pump schedules, and comprehensive plumbing details. The primary components include two lift stations each equipped with dual FLYGT NP3171/434 pumps rated at 34 horsepower operating at 1,300 gallons per minute and 59 feet of total dynamic head, a truck loading station with three sump pumps (including Godwin CD100S-SS self-priming and dri-prime pumps), dual-contained HDPE piping systems (6 inches inside 10 inches outer diameter for force mains and 10 inches inside 16 inches outer diameter for containment), 2-inch air release valves, flow meters, and check valves with lever and weight assemblies. All plans are sealed by Florida-licensed engineer Jeffrey Alan Deal (License No. 3215) and were issued for construction on January 16, 2026, with a project number of 2400867 and sheet date of January 30, 2026.
The plans specify protective measures including 60-mil HDPE liners within lift station structures, containment curbs, 4000 PSI concrete grout with F.D.O.T. 57 stone, aluminum traffic-rated access hatches, and pipe supports per structural specifications. Pump stations feature dual-containment configurations with influent piping sloped at 1/16 inch per foot, pressure gauges with diaphragm assemblies, plug valves with valve boxes, and liquid level controls for lead and lag pump operation with high-level alarm floats connected to SCADA systems. The leachate return piping discharges into a lined leachate pond via 3-inch HDPE pipe, and the truck loading station includes sump pump discharge into the leachate pond. All components are designed to operate with 460 volts, three-phase, 60 Hz electrical service, and the specifications reference Orange County Utilities Standards & Construction Specifications Manual for standard details, including pump base plate installation requirements with 1-inch thick steel plates anchored 6 inches minimum with 3/4-inch diameter studs providing 6-5/8 inches minimum embedment depth.
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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
MO
KA
FA
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S R
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LA
ND
FIL
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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
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-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
EASEMENT
2026.01.30
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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 .