HomeMy WebLinkAbout200-52528-14001 LS 6 AND 7-ADDENDUM-2DETAIL2
-SCALE: N.T.S.
DETAIL4
-SCALE: N.T.S.DETAIL1
-SCALE: N.T.S.
NOTES:
1.CLEANOUT SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH
STANDARD PLUMBING CODE.
2.INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE.
3.:<(6$1'%(1'66+$//%(39& 6'5
FINISHED GRADE
DOUBLE WYE
DOUBLE
LATERAL
PLUMBER TO ADJUST TO
FINISHED GRADE
LOT LINE
CLEAN-OUT
SEE NOTE 1
R/W LINEPLUG
WYE WITH 6"
BRANCH
%(1'R/W6" 45's
6" LATERAL
TERMINAL DEPTH AS
REQUIRED FOR "HOUSE"
SERVICE (3' MIN.) - TYP. 4'
MAXIMUM DEPTH
527$7(
(TYP.)(SEE NOTE 2)
SINGLE
LATERAL
VARIES
PLAN
SLOPE TO TERMINAL
DEPTH AT 1.0% MIN.
(TYP.)
PROFILE
CLEAN-OUT (TYP.)
SEE NOTE 1
WYE WITH 6"
BRANCHR/W LINE
BEND
WYE WITH 6"
BRANCH
SEWER MAIN
SIZE VARIES
R/WVARIES
18"DETAIL3
-SCALE: N.T.S.
PVC
PVC
TEE
GRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE)
NOTES:
1.DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER.
2.AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE
MANHOLE INVERT.
3.CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING
MANHOLES.
PRECAST MANHOLE WALL
INLET CONNECTION AT INVERT
CONCRETE ENCASEMENT
OF VERTICAL PIPE
DROP PIPE
(SEE NOTE 1)
%(1'
2"
INFLUENT SEWER
(SEE NOTE 2)
PRECAST
MANHOLE
WALL
STAINLESS STEEL BAND
RESILIENT CONNECTOR
STAINLESS STEEL PIPE CLAMP
PRECAST
MANHOLE
WALL
CAST IN-PLACE
SEAL
STANDARD CONNECTION
PVC PLUG WITH TOP HALF
AREA OPEN
GRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE)
NEW AND EXISTING MANHOLES NEW MANHOLES ONLY
GRAVITY MANHOLE CONNECTION
6"
MIN
6" MIN
6" MIN
6"
MIN
+22.$72&(:
NOTES:
1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE
ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. ALL DROPS TO BE
OUTSIDE OF THE MANHOLE.
2. E-Z RAPP OUTSIDE ALL JOINTS
3. GROUT WITH NON-SHRINKING GROUT INSIDE JOINTS
4. NO CONES OVER 3 FT. TALL
5. ALL PRECAST CONCRETE SHALL BE COATED INSIDE AND OUTSIDE PER SPECIFICATION 03480.
SECTION
INSIDE WALL
MANHOLE FRAME & COVER (SEE
STANDARD DETAIL)
1 COURSE OF BRICK (MIN.)
4 COURSES (MAX.)
PRE-PRIMED
JOINT SURFACES
COMPLETED
JOINT WITH
SQUEEZE-OUPRECAST MONOLITHIC
BASE
SET COVERS FLUSH IN
PAVED AREAS & AT
ELEVATIIONS SHOWN IN
UNPAVED AREAS.
BENCHING PER
SPECIFICATIONS
CAST-IN-PLACE
CONCRETE BASE
COATINGS PER
SPECIFICATIONS
(SEE NOTE 5)
PLAN
BEDDING ROCK
CRUSHED CONCRETE
3/8" FINES
PRECAST SANITARY MANHOLE
GROOVE & O-RING
25 3/4"
24"
35 1/2"
FLAT GASKET 7"RAISED 1 1/2" LETTERS FLUSH
WITH TOP OF COVER
24"
32 1/2"8"TYPE "A" MANHOLE FRAME
AND COVER
TYPE "A" SECTION
TYPE "A" & "B" NON-BOLTED WATERTIGHT RING & COVER US FOUNDRY NO. 227-AS-ORS
(TYPE "A") & NO. 1295-AS-ORS (TYPE "B") OR APPROVED EQUAL.
MANHOLE COVERS SHALL BE LABELED AS SHOWN ABOVE.
TYPE "B" SECTION
TYPE "B" MANHOLE FRAME
AND COVER
25 3/4"
(BUILT UP TYPE)(SLAB TYPE)
NOTES:
MANHOLE FRAME AND COVER SANITARY SEWER SERVICE LATERALGRAVITY MANHOLE CONNECTION
PIPE SUPPORT - ADJUSTABLE STANCHION W/ U-BOLT
DETAIL8
SCALE: NTS
PIPE
SIZE A B C D E
MIN MAX
4 4 4 3/16 7 3 9 1/2 14
6 4 5 7/16 7 3 10 3/4 15 1/4
8 4 6 15/16 7 3 12 1/4 16 3/4
10 4 8 7/16 7 3 13 3/4 18 1/4
12 4 9 15/16 7 3 14 5/8 19 1/8
16 4 11 1/2 7 3 16 13/16 21 5/16
18 6 13 1/2 9 3 1/2 19 1/8 23 5/8
20 6 14 1/2 9 3 1/2 20 1/8 24 5/8
24 6 17 1/2 9 4 23 5/16 27 13/16
NOTES:
1.SCH 40 SST ENTIRE PIPE
SUPPORT AFTER
FABRICATION (STAINLESS
STEEL FASTENING
HARDWARE).
2.SEE PLANS AND
SECTIONS FOR PIPE
GRADE REQUIREMENT
(DIMENSION "E").
3.PROVIDE INSULATION
PROTECTION SHIELD
(GRINNELL FIG 167 OR
EQUAL) WHEN PIPING IS
INSULATED.
PROCESS
PIPE
316 SST U-BOLT
1/4" NEOPRENE PAD
ANVIL FIG 265 PIPE
STANCHION SADDLE
OR EQUAL
SCHEDULE 40 SST
PIPE CUT TO MEET
REQUIRED PIPE
GRADE
1" NON-SHRINK GROUT
1/2" THICK SQUARE
SST PLATE
5/8" SST WEDGE
ANCHORS WITH
LEVELING NUTS
(TYP OF 4)
CONSTRUCT 18"x18"x6" CONC BASE
W/ #4 @ 6" OC, EW IF SUPPORT IS
NOT LOCATED ON AN EXISTING SLAB.C
1"
AEB D
* ALL DIMENSIONS
IN INCHES.5'-0" MAXDETAIL5
-SCALE: N.T.S.
DETAIL6
-SCALE: N.T.S.
DETAIL7
-SCALE: N.T.S.
WALL PENETRATION - LINK SEAL (CORE-DRILLED)SEE TABLE"A"PIPE
SIZE
(IN)
NOMINAL
OPENING
"A" (IN)
1 3
2 4
2-1/2 4
3 5
4 6
6 10
8 12
PIPE
SIZE
(IN)
NOMINAL
OPENING
"A" (IN)
10 14
12 16
14 16
16 18
18 23
20 25
24 29
EXISTING
CONCRETE WALL
PIPE SLEEVE FOR WALL
PENETRATION SEAL
ASSEMBLY BY MFR
PIPE, SEE
PLANS FOR SIZE
LINK-SEAL WALL
PENETRATION SEAL
ASSEMBLY
HOSE BIBBSEWER CLEANOUT
UNDISTURBED SOIL
2'-6" SQ
FINISHED GRADE
CLEANOUT COLLAR
TO BE THREADED
FRAME AND COVER TO
BE MORITZ FOUNDRY,
M-1240; ALHAMBRA
FOUNDRY, A-1240, OR
APPROVED EQUAL
CLASS "A"
CONCRETE COLLAR
EXPANSION JOINT
MATERIAL
%(1' ',30-
%(1'25:<(
(DIP, MJ)
NOTE:
SEE YARD PIPING DWGS
FOR PIPE MATERIAL AND
SIZE
(/%2:PVC TO BRASS
ADAPTER
1" SCH 80 PVC PIPE 1" BRASS
PIPE
SECURE TO
POST WITH
316 SS
STRAPS
ANTI-SIPHON DEVICE
3/4" BRASS HOSE BIB ; (/%2:
1- #4 REBAR
4"X4" PRECAST
CONCRETE POST
1" CURB STOP
ALUMINUM OR 316
SS HOSE HANGER
18" MIN2'-0" MINCOVER24" (TYP)www.tetratech.comMARKDATEDESCRIPTIONBY2/20/2015 10:01:16 AM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\C-501 DETAILS.DWG - BURDIEL, NAPOLEON1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429C-502DETAILS21 02/20/15 ADDENDUM 2
A-BOR TH-1
6" DIP STUB
ELEV 7.57
SVFMFMxxxxxxxxxxxxxxxxxxxx
xxxxxxxxxxxx xx xx xx xx xx xx xx
1
'
'WWWWPROP. SS MH 1
TOP 8.40
NW INV. -3.53
W INV. -3.63
S INV. -1.90
9'-6"
8
C502
PROP 6" FM
5'-0"1" DRAINPER MANUFACTURER
REQUIREMENTS
PROP WET WELL W/
NEW PUMP, DISCHARGE
PIPING & TOP SLAB
E INV -3.69
SST PIPE
SUPPORT (TYP)
1/2" EXPANSION JOINT W/
BACKER ROD & SEALANT
6" SLAB OPENING FOR
LEVEL TRANSDUCER
AL SAFETY HATCH 42"x60"
(SEE NOTE 3 THIS SHEET)
PROP ELECTRICAL
CONTROL PANEL
6" MIN. CLEARANCE
ALL SIDES6" MIN.6" MIN.4" 316 SS (SCH40) GOOSNECK
VENT W/ 316 SS SCREEN
PROP 1" PW
14 LF OF 8" PVC SS90 LF
OF
8"
PVC
SS
316 SST FLOAT CABLE
HOLDER (TYP)
HOSE BIBB
BFP
WATER
METER
%(1'
CONNECT TO EXISTING FM
%(1'6
EXISTING PROPERTY
BOUNDARY
EXISTING FM
DOUBLE GATE
1" WATER
SERVICE
1
C-503
7
C-502
CONTRACTOR SHALL
USE EXISTING
EMERGENCY PUMP OUT
DURING CONSTRUCTION
32.00'
PROP 6" CONC EQUIP PAD
#4 BARS 12 OCEW
PROP 12" PRECAST CONC
TOP SLAB
(SEE NOTE 1 THIS SHEET)
PROP HDPE WET WELL
LINER (SECTION 09920)
36"
WET WELL
ELECTRICAL CONDUIT
TO CONTROL PANEL
PROP POWER CABLE
PROP 316 SST GUIDE RAIL
%(1' )/* 7<3
OFFSET PIPE SUPPORT
(316 SST SPACED A MIN 5'-0")
3'-0" MIN
COVER (TYP.)
PUMP MOUNTED ON BASE PLATE, ANCHORED
PER MANUFACTURERS RECOMMENDATIONS
PROP LIFTING CHAIN
(MIN 1/4" SST CHAIN)
3"
%(1' 0-
(ROTATED FOR CLARITY)
7
C-504
7
E-401
12"
18"
FIN FL EL -9.00
T/SLAB EL 7.50
PRECAST MONOLITHIC
BASE (ASTM C478)
12"
MIN
1" DRAIN (PVC)
(SLOPE @ 1% MIN. TO WET WELL)
INV EL -3.69
PROP 8" SS
SLOPE PROP GROUT
AS PER PUMP MFR
RECOMMENDATIONS
HWL EL -3.72
LAG PUMP ON EL -4.22
ALL OFF EL -7.00
INSTALLED BY
CONTRACTOR
AND SET BY CITY
24"
PROP WALL
PENETRATION SEAL
7
C-501
FDOT NO. 57 STONE
6" DIP CHECK VALVE
6" PV (FLG)(TYP)
6" EXPANSION COUPLING W/ 316 SST TIE RODS (FLG)(TYP)FLANGED PRESSURE WAFER W/ PRESSURE GAUGE (TYP)
AIR RELEASE VALVE W/ 2" NPT PROP ELEC CONTROL PANEL
(ROTATED FOR CLARITY)
%(1' 7<3
6" WYE (FLG) (TYP)
2" 316 SST BALL VALVE
4" 316 SS (SCH40) GOOSENECK
VENT W/ 316 SS SCREEN
(ROTATED FOR CLARITY)
1/2" EXPANSION
JOINT W/ BACKER
ROD AND SEALANT
6" SST RESTRAINED FAC W/ 316 SST HARDWARE (TYP)
316 SST FLOAT HANGER
3523
,' 35(&$67
CONC WET WELL (ASTM C478)
6"x6" TEE (FLG)
EPDM KOR-N-SEAL
W/ SST WEDGE
PROP FILTER FABRIC
& 6" FDOT GRANITE
NO. 57 STONE (TYP)
SEALER & HEAT SHRINK SEAL (TYP)
FRP NECK AROUND
HATCH OPENING
TOP SLAB PENETRATION SEAL (TYP)
1" TRUE UNION
6"X4" REDUCER
(FLG) (IF REQUIRED BASED UPON PUMP SELECTION)
LEAD PUMP ON EL -4.72
PROP AL SAFETY HATCH
PIPE MATERIAL SCHEDULE:
WET WELL -SCHEDULE 40 SST
ABOVE GRADE -SCHEDULE 40 SST
BELOW GRADE -PVC DR-18
6" SST PIPE
6" SST PIPE
6" SST PIPE
6" PAD W / #5AT12" T&B
6
C502
6" SST PIPE (FLG)
6"
FILTER FABRIC LINER
6"
12"
5
C-504
%(1' )/* 7<3
N PLAN VIEW
SCALE: 3/8" = 1'-0"
SECTION VIEW "A"
SCALE: 3/8" = 1'-0"www.tetratech.comMARKDATEDESCRIPTIONBY2/20/2015 10:01:22 AM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\D-101 LS NO.6.DWG - BURDIEL, NAPOLEON1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429D-101LS NO. 6LIFT STATIONPLAN & SECTIONNOTES:
1.WET WELL TOP SLAB SHALL HAVE A MINIMUM THICKNESS OF 12"
AND CONFORM TO ASTM C478. THE SLAB SHALL BE DESIGNED
FOR AASHTO H20 LOADING. REINFORCING IN THE SLAB SHALL BE
A MINIMUM OF #5@6" O/C, TOP AND BOTTOM, 2" CLEAR. PROVIDE
(2) #7 BARS ADJACENT TO OPENINGS (FULL LENGTH OF SLAB).
THE CONCRETE SHALL MEET THE MINIMUM COMPRESSIVE
STRENGTH fc=4,000PSI AND THE REINFORCING SHALL MEET A
YIELD STRENGTH Fy=60,00 PSI.
2.EQUIPMENT AND PIPING ROTATED FOR CLARITY.
3.CONTRACTOR SHALL COORDINATE WITH PUMP MANUFACTURER
AND ACCESS HATCH MANUFACTURER FOR FINAL HATCH
DIMENSIONS TO ALLOW ADEQUATE CLEARANCE
(6" MIN.) FOR PUMP REMOVAL.
4.ALL FM PIPING AND APPURTENANCES SHALL BE RESTRAINED.
5.ALL ABOVE GRADE FORCEMAIN AND FORCEMAIN DISCHARGE
PIPING IN WET WELL SHALL BE SCH 40 316 SST.
SUBMERSIBLE PUMP SPECIFICATIONS
Parameter LS No. 6 Pumps
Number of Pumps 2
Pump Type Standard Submersible
Type of Drive Constant Speed
Design Capacity per Pump, GPM/Ft. TDH 580 / 29.5 610 / 31.5
Minimum Shut Off Head, Ft.68 54
Run Out-Head, Ft.7 9
Minimum Capacity at Run-Out Head, gpm 960 1,200
Minimum Efficiency at Design Capacity 64%66%
Minimum Size Solids, Passing, In.3 3.9
Minimum Discharge Size, In.4 6
Minimum Horsepower Per Pump, HP 7.5 10.1
Basis of Design Pump MFR & Pump
Model/Impeller
Flygt Model NP 3127
Series / 195 mm
ABS Model XFP
150E-CB1-PE75 / 4
190mm
1
1 02/09/15 ADDENDUM 11
1
2 2 02/20/15 ADDENDUM 2
UTUTRWRWUTVUTVUTVIRRIRRIRROEOESSBOR TH 1
4.5" PVC IRR MAIN
GR 4.3'
TOP OF PIPE DEPTH 2.25'
BOR TH 2
2.5" UE 2.05' DEEP
1" UT 3.15' DEEP
GR 4.5'xxxxxxxxxxxxxxxxxxxxxxSS SS1''WFMFMEXISTING MH
TOP 4.38
S INV. -3.42
N INV. -3.47
PROP. SS MH 1
TOP 4.00
W INV. -9.27
E INV. -9.17
EX. S INV. -3.65
9'-6"
PROP 8" FM
14 LF OF 12" PVC SS
5'-0"
2" DRAIN
PER MANUFACTURER
REQUIREMENTS
PROP WET WELL W/ NEW PUMP,
DISCHARGE PIPING & TOP SLAB4" QUICK CONNECT FOR
PUMP-OUT CONNECTION
SST PIPE
SUPPORT (TYP)
316 SST FLOAT CABLE HOLDER (TYP)
1/2" EXPANSION JOINT W/
BACKER ROD & SEALANT
6" SLAB OPENING FOR
LEVEL TRANSDUCER PROP WET WELL
AL SAFETY HATCH 42"x60"
(SEE NOTE 3 THIS SHEET)
PROP ELECTRICAL
CONTROL PANEL
6" MIN. CLEARANCE
ALL SIDES6" MIN.
6" MIN.
4" 316 SS (SCH40) GOOSNECK
VENT W/ 316 SS SCREEN
PROP 1" PW
PROP. SS MH 2
TOP 4.82
W INV. -9.09
N INV. -8.99
37 LF OF 12" PVC SS
PROP BFP
%(1'6
8"X10" WET TAP
LINE STOPPROP 8" FM
PROP
6"X4"
TEE
PROP
6" FM
CONCRETE DRIVE
PROP 1" WATER
SERVICE
CAP
INSTALL VALVE
HORIZONTALLY
CAP
HOSE BIBB 32.00'PROP
GRADE
TO EXST
10" FM
PROP HDPE WET WELL LINER (SECTION 09920)
36"
WET WELL
ELECTRICAL CONDUIT
TO CONTROL PANEL
PROP POWER CABLE
PROP 316 SST GUIDE RAIL
%(1' )/* 7<3
OFFSET PIPE SUPPORT
(316 SST SPACED A MIN 5'-0")
3'-0" MIN
PUMP MOUNTED ON BASE PLATE, ANCHORED
PER MANUFACTURERS RECOMMENDATIONS
PROP LIFTING CHAIN
(MIN 1/4" SST CHAIN)
3"
%(1' 0-
(ROTATED FOR CLARITY)
12"
18"
FIN FL EL -15.50
T/SLAB EL 4.00
PRECAST MONOLITHIC BASE (ASTM C478)
12"
MIN
2" DRAIN (PVC)
(SLOPE @ 1% MIN.
TO WET WELL)
INV EL -9.30
PROP 12" SS
SLOPE PROP GROUT
AS PER PUMP MFR
RECOMMENDATIONS
HWL EL -9.79
LAG PUMP ON EL -10.29
ALL OFF EL -13.50
INSTALLED BY
CONTRACTOR
AND SET BY CITY
24"
PROP WALL
PENETRATION
FDOT NO. 57 STONE
6" CV (FLG)(TYP)
6" PV (FLG)(TYP)6" EXPANSION COUPLING W/ 316 SST TIE RODS (FLG)(TYP)
FLANGED PRESSURE WAFER W/ PRESSURE GAUGE (TYP)
AIR RELEASE VALVE W/ 2" NPT PROP ELEC CONTROL PANEL
(ROTATED FOR CLARITY)
%(1' 7<3
6" WYE (FLG) (TYP)
6"x4" TEE (FLG), 4" PV (FLG)(TYP)
PROP AL SAFETY HATCH
PROP 6" CONC EQUIP PAD
WITH #4 BARS 12" OCEW
2" 316 SST BALL VALVE
PROP 12" PRECAST
CONC TOP SLAB
(SEE NOTE 1 THIS SHEET)
4" 316 SS (SCH40) GOOSENECK
VENT W/ 316 SS SCREEN
(ROTATED FOR CLARITY)
1/2" EXPANSION
JOINT W/ BACKER
ROD AND SEALANT
6" RESTRAINED FAC W/ 316 SST HARDWARE (TYP)
316 SST FLOAT HANGER
3523
,' &21&:(7:(// $670&
6"x8" TEE (FLG)
8" STUB-OUT W/
8" VERTICAL PLUG
VALVE. TEMPORARY
BY-PASS AND PIG
LAUNCH PORT.
EPDM KOR-N-SEAL
W/ SST WEDGE
PROP FILTER FABRIC
& 6" FDOT GRANITE
NO. 57 STONE (TYP)
SEALER & HEAT SHRINK SEAL (TYP)
FRP NECK AROUND
HATCH OPENING
TOP SLAB PENETRATION (TYP)
2" TRUE UNION
6"X4" REDUCER
(FLG) (IF REQUIRED BASED UPON PUMP SELECTION)
LEAD PUMP ON EL
-10.79
6" SST PIPE
6" SST PIPE
6" SST PIPE
%(1' )/* 7<3
6" SST PIPE (FLG)
N PLAN VIEW
SCALE: 3/8" = 1'-0"
A
-
SECTION VIEW "A"
SCALE: 3/8" = 1'-0"
PIPE MATERIAL SCHEDULE:
WET WELL -SCHEDULE 40 SST
ABOVE GRADE -SCHEDULE 40 SST
BELOW GRADE -PVC www.tetratech.comMARKDATEDESCRIPTIONBY2/20/2015 10:01:36 AM - \\IERS181FS1\PROJECTS\IER\52528\200-52528-14001\CAD\SHEETFILES\D-102 LS NO.7.DWG - BURDIEL, NAPOLEON1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch Copyright: Tetra TechLIFT STATION NO. 6 AND 7 IMPROVEMENTS201 EAST PINE STREET, SUITE 1000ORLANDO, FLORIDA 32801PHONE: (407) 839-3955 FAX: (407) 839-3790Engineering Business No. 2429D-102LS NO. 7LIFT STATIONPLAN & SECTIONNOTES:
1.TOP SLAB SHALL HAVE A MINIMUM THICKNESS OF 12" AND
CONFORM TO ASTM C478. THE SLAB SHALL BE DESIGNED FOR
AASHTO H20 LOADING. REINFORCING IN THE SLAB SHALL BE A
MINIMUM OF #5@6" O/C, TOP AND BOTTOM, 2" CLEAR. PROVIDE (2)
#7 BARS ADJACENT TO OPENINGS (FULL LENGTH OF SLAB). THE
CONCRETE SHALL MEET THE MINIMUM COMPRESSIVE STRENGTH
fc=4,000PSI AND THE REINFORCING SHALL MEET A YIELD
STRENGTH Fy=60,00 PSI.
2.EQUIPMENT AND PIPING ROTATED FOR CLARITY.
3.CONTRACTOR SHALL COORDINATE WITH PUMP MANUFACTURER
AND ACCESS HATCH MANUFACTURER FOR FINAL HATCH
DIMENSIONS TO ALLOW ADEQUATE CLEARANCE
(6" MIN.) FOR PUMP REMOVAL.
4.ALL FM PIPING AND APPURTENANCES SHALL BE RESTRAINED.
1
C-503
8
C-504
7
C-502
6
C-502
7
C-501 SUBMERSIBLE PUMP SPECIFICATIONS
Parameter LS No. 7 Pumps
Number of Pumps 2
Pump Type Standard Submersible
Type of Drive Constant Speed
Design Capacity per Pump, GPM/Ft.
TDH 1,080 / 61.4 1,058 / 59.5
Minimum Shut Off Head, Ft.126 110
Run Out-Head, Ft.37 39
Minimum Capacity at Run-Out Head,
gpm 1,480 1,510
Minimum Efficiency at Design Capacity 72%69%
Minimum Size Solids, Passing, In.3 3.9
Minimum Discharge Size, In.4 6
Minimum Horsepower Per Pump, HP 25 25
Basis of Design Pump MFR & Pump
Model/Impeller
Flygt Model NP 3171
Series / 256 mm
ABS MODEL XFP
150G-CB1-PE185/4 250mm
5
C-504 1 02/09/15 ADDENDUM 11
1
1
2 2 02/20/15 ADDENDUM 2