CITY OF FERNANDINA BEACH, FLORIDA ADDENDUM NO. 6 For ITB 21-02 AREA 5 DRAINAGE CONSTRUCTION AND ALACHUA STREET EXPANSION 1 City of Fernandina Beach 204 Ash Street Fernandina Beach, FL 32034 ADDENDUM No. 6 The following changes are applicable to the original documents and specifications of ITB 21-02. This Addendum No.6 now becomes part of the original Invitation to Bid and shall be acknowledged by attaching a copy of this Addendum, signed by an authorized representative of the person or firm submitting the bid. Failure to do so may disqualify the bid submittal. Submitters shall thoroughly familiarize themselves with the contents of this Addendum before submitting the bid. NAME: ___________________________________TITLE: _________________________ ADDRESS: _______________________________________________________________ CITY: _________________________________________________STATE: ____________ AUTHORIZED SIGNATURE: ______________________________DATE: ______________
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CITY OF FERNANDINA BEACH, FLORIDA ADDENDUM NO. 6
For ITB 21-02 AREA 5 DRAINAGE CONSTRUCTION AND ALACHUA STREET EXPANSION
1
City of Fernandina Beach
204 Ash Street Fernandina Beach, FL 32034
ADDENDUM No. 6 The following changes are applicable to the original documents and specifications of ITB 21-02. This Addendum No.6 now becomes part of the original Invitation to Bid and shall be acknowledged by attaching a copy of this Addendum, signed by an authorized representative of the person or firm submitting the bid. Failure to do so may disqualify the bid submittal. Submitters shall thoroughly familiarize themselves with the contents of this Addendum before submitting the bid. NAME: ___________________________________TITLE: _________________________ ADDRESS: _______________________________________________________________ CITY: _________________________________________________STATE: ____________ AUTHORIZED SIGNATURE: ______________________________DATE: ______________
CITY OF FERNANDINA BEACH, FLORIDA ADDENDUM NO. 6
For ITB 21-02 AREA 5 DRAINAGE CONSTRUCTION AND ALACHUA STREET EXPANSION
2
September 2020 Engineering Report Attached for pump information
Table of Contents Introduction .................................................................................................................................................. 2
System Modeling .......................................................................................................................................... 2
Gravity System – Hydraflow ..................................................................................................................... 2
Pump Station - SewerCAD ........................................................................................................................ 2
Table 3 - HGL Stage Elevation for Existing Manhole Located in the Intersection of Alachua Street and North 2nd Street for Existing and Proposed Conditions
The results of Table-3 above show the HGL stage elevation in the Proposed Condition is below the HGL
stage elevation in the Existing Condition. The profile view of Alachua Street between North Front Street
and North 2nd Street is shown in the SewerCAD results in Appendix C. The HGL for each storm, in both
4 | P a g e
existing and proposed conditions, is shown across this profile. The Existing Manhole is labeled to show
the start of the existing system that was modeled in Hydrafow. Comparing results from both conditions
for each storm event shows how the pumps are able to draw down the HGL from Existing to Proposed.
In each of the Existing Conditions the HGL stages out of the inlets along this section of the pipe system.
In each of the Proposed Conditions the HGL stage is kept within the limits of the inlet elevations, with
the exception of the existing inlet in the 10-Year which stages 0.8-ft above the 7-ft rim elevation.
Appendix A
Alachua Street Plan Sheets
4
.2
3
4
.4
6
4
.2
4
.0
4
.3
5
3
.6
8
4
.3
3
3
.9
5
.0
5
.0
4
.1
4
.6
4
.6
4
.8
3
3
.6
7
4
.6
2
4
.5
4
.8
4
.4
5
.0
3
.2
4
.7
3
4
.5
4
.8
4
.65
.2
5
.1 3
.9
3
.6
3
.8
4
.0
1
5
.1
4
.3
3
.8
3
.4
4
.7
4
.2
3
.3
3
.1
4
.4
4
.63
.7
3
.5
4
.5
4
.8
3
.4
3
.4
4
.7
3
.6
3
.5
4
.8
4
.9
5
.1
4
.9
5
.3
5
.4
4
.0
4
.04
.2
3
.9
3
.9
5
.9
5
.1
4
.8
5
.1
4
.2
3
.5
3
.6
3
.2
4
.7
5
.2
5
.6
5
.0
5
.7
4
.9
4
.4
2
1
34 33 32 31 30
16
15
31 3034 33 32
N F
RO
NT
S
TR
EE
T
ALACHUA STREET
N S
EC
ON
D S
TR
EE
T
SITE BENCHMARK #2
SS
S
S
S
S
S
S S S S S S
SS
SS
SS
S
FM FM FM FM FM FM
10+00 11+00 12+00 12+85
24
+0
02
5+
00
9'
9'
11'
11'
9'
11'
11'
12'
12'
12'
12'
12'
3.5'
5'
3.5'
5'
ROW LINE
ROW LINE
ROW LINE
STA: 10+30.00
OFF: 11.00' L
ELEV. = 4.90
STA: 10+30.00
OFF: 11.00' R
ELEV. = 4.90
STA: 11+05.10
OFF: 30.00' L
ELEV. = 5.90
STA: 10+93.10
OFF: 30.00' L
ELEV. = 5.80
STA: 10+83.10
OFF: 11.00' L
ELEV. = 5.20
STA: 10+73.89
OFF: 11.00' R
STA: 11+05.89
OFF: 11.00' R
ELEV. = 5.50
STA: 10+83.89
OFF: 30.00' R
ELEV. = 5.60
STA: 10+95.89
OFF: 30.00' R
ELEV. = 5.76
STA: 11+15.00
OFF: 11.00' L
ELEV. = 5.50
STA: 11+22.43
OFF: 20.00' L
ELEV. = 5.40
STA: 11+62.43
OFF: 20.00' L
ELEV. = 5.76
STA: 11+70.04
OFF: 11.00' L
ELEV. = 6.00
STA: 12+05.93
OFF: 20.00' L
ELEV. = 6.10
STA: 12+01.94
OFF: 11.00' L
ELEV. = 6.25
STA: 12+50.54
OFF: 20.00' L
ELEV. = 6.40
STA: 12+59.54
OFF: 11.00' L
STA: 12+74.53
OFF: 26.72' L
MATCH EXIST.
STA: 11+79.76
OFF: 30.00' L
ELEV. = 6.40
STA: 11+91.76
OFF: 30.00' L
ELEV. = 6.50
ELEV. = 7.00
ELEV. = 6.90
ELEV. = 6.80
ELEV. = 4.50
CURB AND GUTTER
PER DETAIL SHEET
LANDSCAPE CUT OUT,
SEE LANDSCAPE PLANS
FLARED DRIVEWAY
PER FDOT INDEX
NO. 522-003, TYP
PROTECT AND SAVE
EXISTING ELECTRICAL
EQUIPMENT
S-1
STA: 11+40.92
OFF: 30.00' R
ELEV. = 6.10
STA: 11+52.92
OFF: 30.00' R
ELEV. = 6.15
STA: 11+74.78
OFF: 30.00' R
ELEV. = 6.40
STA: 11+86.78
OFF: 30.00' R
ELEV. = 6.50
STA: 11+30.92
OFF: 11.00' R
ELEV. = 5.71
STA: 11+62.92
OFF: 11.00' R
ELEV. = 5.96
STA: 11+64.78
OFF: 11.00' R
ELEV. = 5.96
STA: 12+10.54
OFF: 20.00' R
ELEV. = 6.10
STA: 12+50.54
OFF: 20.00' R
ELEV. = 6.40
STA: 12+59.00
OFF: 11.00' R
STA: 12+73.77
OFF: 23.36' R
STA: 11+96.78
OFF: 11.00' R
ELEV. = 6.20
STA: 12+02.94
OFF: 11.00' R
R15'
R15'
R3'
R4'
R3'
R5'
R5'
5' WIDE CONCRETE SIDEWALK
PER FDOT INDEX NO. 522-001
PAVER SIDEWALK PER
DETAIL SHEET
END CONSTRUCTION ALONG
ALACHUA STREET
SAWCUT AND MATCH
EXISTING PAVEMENT
STA: 12+74.47
ELEV. = 7.07
ALACHUA STREET
CENTERLINE
CURB RAMP PER
FDOT INDEX NO.
522-002, TYP
ELEV. = 7.10
ELEV. = 6.80
ELEV. = 4.15
S-2
S-3
S-6
S-4
S-5
S-14
S-7
S-8
S-9
S-10
S-11
S-12
CENTERLINE ALACHUA STREET
STA: 10+00.00
CENTERLINE FRONT STREET
STA: 24+70.00
S82° 18' 07"E 285.00
RAILROAD CROSSING PER
FDOT INDEX NO. 830-T01
SEE SHEET C5.1 FOR
RAILROAD JACK AND
BORE AND FORCEMAIN
INFORMATION
S-13
REROUTE EXISTING
FORCEMAIN
REROUTE EXISTING
WATERMAIN
E-1
ELEV. = 6.80
-8
0
2
4
6
10+00 11+00 12+00
8
10
4.78
5.13
4.20
4.96
4.84
4.91
5.04
5.12
5.34
5.49
5.80
6.01
6.24
6.66
7.21
13+00
4.78
5.13
5.16
5.19
5.29
5.43
5.66
5.99
6.00
6.07
6.44
6.63
6.77
6.92
PV
I
EL
EV
. =
5
.1
5
ST
A. 1
0+
30
.6
4
PV
I
EL
EV
. =
6
.0
5
ST
A. 1
1+
44
.0
0
0.7
9%
PV
I
EL
EV
. =
6
.5
0
ST
A. 1
2+
03
.0
0
0.7
6%
PV
I
EL
EV
. =
7
.0
0
ST
A. 1
2+
70
.9
2
0.7
4%
-8
0
2
4
6
8
10
PROPOSED GRADE ALONG
CENTERLINE
EXISTING GRADE ALONG CENTER LINE
EXISTING GRADE 10' RIGHT
EXISTING GRADE 10' LEFT
PV
I
EL
EV
. =
7
.0
7
ST
A. 1
2+
74
.4
7
END CONSTRUCTION
ALONG ALACHUA STREET
SAWCUT AND MATCH
EXISTING PAVEMENT
MATCH EXISTING
RAILROAD TRACK
ELEVATIONS, TYP
PV
I
EL
EV
. =
5
.1
3
ST
A. 1
0+
25
.5
7
0.3
9%
PV
I
EL
EV
. =
5
.1
3
ST
A. 1
0+
15
.8
1
PV
I
EL
EV
. =
4
.7
8
ST
A. 1
0+
11
.3
8
PV
I
EL
EV
. =
4
.7
8
ST
A. 1
0+
01
.6
2
BEGIN CONSTRUCTION
ALONG ALACHUA STREET
SAWCUT AND MATCH
EXISTING PAVEMENT
7
.
9
%
-2 -2
-4 -4
-6 -6
S-14
S-1
S-2
S-3
S-4
S-5
S-8
S-9
S-7
S-6
S-11
S-12
EXISTING 24" VCP
EXISTING 24" VCP
SEE SHEET C5.1 FOR
RAILROAD CROSSING
DETAILS
CPH, Inc.Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
500 West Fulton Street
Sanford, FL 32771
Ph: 407.322.6841
CPH, Inc.Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
500 West Fulton Street
Sanford, FL 32771
Ph: 407.322.6841
0
Graphic Scale in Feet
20 20 40
N
PL
AN
A
ND
P
RO
FIL
E
AL
AC
HU
A S
TR
EE
T S
TA
: 10+
00 T
O 12+
85
C1.5www.sunshine811.com
CPH, Inc.Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
www.cphcorp.com
A Full ServiceA & E Firm
1234567
THIS SHEET NOT VALID FOR
CONSTRUCTION WITHOUT
COMPLETE SET OF PLANS.
Sheet No.
C 2020
Drawn:
Designed:
Checked:
Job No.:
Date:
Date
No.
Revision
K. Sheffield
P. Ranucci
W. Olszewski
10/2019
F6704
WA
DE
P
. O
LS
ZE
WS
KI, P
.E
.
54068
5200 Belfort Road, Suite 220
Jacksonville, FL 32256
Ph: 904.332.0999
CIT
Y O
F F
ER
NA
ND
IN
A B
EA
CH
AR
EA
5 D
RA
IN
AG
E IM
PR
OV
EM
EN
TS
/ A
LA
CH
UA
S
TR
EE
T
EX
PA
NS
IO
N
CIT
Y O
F F
ER
NA
ND
IN
A B
EA
CH
/ F
LO
RID
A
PROPOSED STORM SEWER SCHEDULE
TYPE C INLET
PER FDOT INDEX NO. 425-052
STA: 10+30.80
OFF: 16.75' L
TOP ELEV. = 4.00
E. F.L. = 0.50
S-1
90'~ 15" RCP @ 0.28%
S-2
S-3
TYPE 9 CURB INLET
PER FDOT INDEX NO. 425-024
STA: 12+07.92
OFF: 20.50' L
EOP ELEV. = 6.10
TOP ELEV. = 6.60
W. F.L. = 2.60
S-5
TYPE 9 CURB INLET
PER FDOT INDEX NO. 425-024
STA: 11+24.02
OFF: 20.50' L
EOP ELEV. = 5.40
TOP ELEV. = 5.90
S. F.L. = 0.00
E. F.L. = 2.35
W. F.L. = 0.25
81'~ 15" RCP @ 0.31%
S-4
30'~ 15" RCP @ 0.33%
S-6
S-7 TYPE 9 CURB INLET
PER FDOT INDEX NO. 425-024
STA: 11+21.05
OFF:11.00' R
EOP ELEV. = 5.55
TOP ELEV. = 6.05
4' DIA. MANHOLE
PER FDOT INDEX NO. 425-001 & 425-010
STA: 11+10.45
OFF: 21.22' R
RIM ELEV. = 5.50
N. F.L. = 1.40
E. F.L. = -0.90
W. F.L. = -2.60
S-8
86'~ 24" RCP @ 0.25%
S-9
4'~ 24" RCP @ 1.00%
S-10
STORMCAPTURE® PV DETENTION
PANEL VAULT WITH PUMPS (OR
APPROVED EQUAL). SEE DETAIL
SHEET
N. F.L. = -0.10
S. F.L. = 2.15
S-11
CONCRETE VALVE BOX
SEE DETAIL SHEET
S-12
S-14TYPE 9 CURB INLET
PER FDOT INDEX NO. 425-024
INSTALL OVER EXISTING
STORMPIPE AND
GROUT SEAL TO ENSURE
WATERTIGHT CONNECTION
STA: 12+11.60
OFF: 20.50' R
EOP ELEV. = 6.10
TOP ELEV. = 6.60
E. F.L. = 0.73
W. F.L. = 0.73
MA
TC
HL
IN
E - S
EE
S
HE
ET
C
5.1
CONNECT TO EXISTING INLET
S-13
10'X16' ELECTRICAL BUILDING.
SEE DETAIL SHEET
E-1
ELEV. = 3.25
PROP. GRADE = 5.15±
ELEV. = -8.75
ELEV. = 3.25
PROP. GRADE = 5.25±
ELEV. = -5.58
ELEV. = -0.25
VALVE BOX AND DETENTION VAULT SECTION
VALVE BOX AND DETENTION VAULT PLAN1/2" = 1'
ELEV. = -4.25
ELEV. = -5.50
ELEV. = -2.23
3'
3'
PROPOSED CURB LINE
10' 40'
1
1/2" = 1'
2
1
8
4
5
6
7
8
2
2
2
1
1
1
8
8
8
4
4
5
5
6
6
7
7
8
8
8
9
9
9
8
8
10
11
12
11
13
13
14
1415
1516
1617
18
A
B
C
C
D
D
E
E
E
E
D
STORMWATER VALVE BOX,
SEE STRUCTURAL PLANS
STORMWATER DETENTION
VAULT AND PUMP STATION,
SEE SHEET C5.2 FOR
ADDITIONAL INFORMATION
F4
F3
F2
F1
3
3
3
3
3
3
5'-3
1 2
"5
'-3
1 2
"
C5.2
LIF
T S
TA
TIO
N D
ET
AIL
S
HE
ET
CPH, Inc.Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
www.cphcorp.com
A Full ServiceA & E Firm
1234567
THIS SHEET NOT VALID FOR
CONSTRUCTION WITHOUT
COMPLETE SET OF PLANS.
Sheet No.
C 2019
Drawn:
Designed:
Checked:
Job No.:
Date:
Date
No.
Revision
K. Sheffield
P. Ranucci
W. Olszewski
10/2019
F6704
WA
DE
P
. O
LS
ZE
WS
KI, P
.E
.
54068
5200 Belfort Road, Suite 220
Jacksonville, FL 32256
Ph: 904.332.0999
CIT
Y O
F F
ER
NA
ND
IN
A B
EA
CH
AR
EA
5 D
RA
IN
AG
E IM
PR
OV
EM
EN
TS
/ A
LA
CH
UA
S
TR
EE
T
EX
PA
NS
IO
N
CIT
Y O
F F
ER
NA
ND
IN
A B
EA
CH
/ F
LO
RID
A
1
PROPOSED FITTINGS LEGEND:
16" S.S SPOOL PIECE (FLG)
2
16" S.S 90° BEND (FLG)
3 16" WALL SLEEVE
4
16" DIP COUPLING ADAPTER (FLG)
5 16" CHECK VALVE W/LEVER AND WEIGHT
6 16" TEE W/BLIND FLANGE AND GAUGE
7 16" PLUG VALVE
8
16" DIP SPOOL PIECE (FLG)
9
16" C905 PVC 90° BEND (FLG)
10
16" C905 PVC CROSS (FLG)
11
24" X 16" C905 PVC REDUCING 90° BEND (FLG)
12
24" C905 PVC 90° BEND (FLG)
13
24" C905 PVC SPOOL PIECE (FLG)
14
24" GATE VALVE (FLG)
15
16 24" C905 PVC STORMWATER FORCEMAIN
17 32" STEEL CASING PIPE
18 CASING END TREATMENT PER MANUFACTURES SPECIFICATIONS
A
EQUIPMENT LEGEND:
HIGH SERVICE PUMP NO. 1
FLYGT MODEL NO. CP3400-705
OR APPROVED EQUAL
B
HIGH SERVICE PUMP NO. 2
FLYGT MODEL NO. CP3400-705
OR APPROVED EQUAL
C
HIGH SERVICE PUMP NO. 3
FLYGT MODEL NO. CP3400-705
OR APPROVED EQUAL
D
36" X 36" ACUDOR FC-H20 ACCESS
HATCH OR APPROVED EQUAL
E
48" X 72" ACUDOR FC-H20 ACCESS
HATCH OR APPROVED EQUAL
F1
PUMP FLOAT LEGEND:
HIGH WATER ALARM FLOAT
F2 LAG PUMPS ON FLOAT
F3 LEAD PUMP ON FLOAT
F4 PUMPS OFF FLOAT
24" TIDEFLEX SERIES 39 CHECK VALVE
11'-6" 2' 11'-6"
10' 10'
16
'-6
"
15
'
17
'-6
"
16
'
3'
3'
9'-3
"
7'-6
"
11'-6" 2'
10'
A
A
B
B
B
4'-1
0"
7'-6
"
2'-7
3 4
"
3'-0
1 2
"5
'-3
1 2
"5
'-3
1 2
"
6'-3
1
4
"
5'
40'
40'
11
'-6
"
10
'
13
'-9
"
12
'
5'-2"5'5'-2"
4" (TYP)
3'-1
0"
3'-7
"
13'-5"
8'-3
1
2
"
2'-3
3
4
"
8'-3
1
2
"
C
C
F.L. ELEV. = 1.36
F.L. ELEV. = -0.10
D
E
C5.3
LIF
T S
TA
TIO
N D
ET
AIL
S
HE
ET
CPH, Inc.Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143
Architect. No. AA26000926
Landscape No. LC000298
www.cphcorp.com
A Full ServiceA & E Firm
1234567
THIS SHEET NOT VALID FOR
CONSTRUCTION WITHOUT
COMPLETE SET OF PLANS.
Sheet No.
C 2019
Drawn:
Designed:
Checked:
Job No.:
Date:
Date
No.
Revision
K. Sheffield
P. Ranucci
W. Olszewski
10/2019
F6704
WA
DE
P
. O
LS
ZE
WS
KI, P
.E
.
54068
5200 Belfort Road, Suite 220
Jacksonville, FL 32256
Ph: 904.332.0999
CIT
Y O
F F
ER
NA
ND
IN
A B
EA
CH
AR
EA
5 D
RA
IN
AG
E IM
PR
OV
EM
EN
TS
/ A
LA
CH
UA
S
TR
EE
T
EX
PA
NS
IO
N
CIT
Y O
F F
ER
NA
ND
IN
A B
EA
CH
/ F
LO
RID
A
PRE-CAST VALVE BOX AND DETENTION VAULT SECTION
PRE-CAST VALVE BOX AND DETENTION VAULT PLAN1/2" = 1'
1/2" = 1'
A
EQUIPMENT LEGEND:
B
C
36" X 36" ACUDOR FC-H20 ACCESS
HATCH OR APPROVED EQUAL
48" X 72" ACUDOR FC-H20 ACCESS
HATCH OR APPROVED EQUAL
HYDRO INTERNATIONAL 10'X16'
DRYSCREEN VAULT OR APPROVED
EQUAL
C
30" MANHOLE FRAME AND COVER
PER HYDRO INTERNATIONAL
SPECIFICATIONS
D
TYPE 9 CURB INLET PER FDOT
INDEX NO. 425-024
Appendix B
Hydraflow Results
Hydraflow Plan View
Project file: New Alachua Total.stm No. Lines: 36 09-16-2020
Hydraflow Storm Sewers 2003
Hydraflow Results
1-Year Storm
FL-DOT Report Page 1
Line To Type n - Len Drainage Area Time Time Inten Total Add Inlet Elev of HGL Rise HGL Actual Date: 09-16-2020No Line of value of of (I) CA Q elev
struc C1 = 0.2 conc flow Elev of Crown Span Pipe Full Flow Frequency: 1 yrsC2 = 0.5 in TotalC3 = 0.9 sect flow Elev of Invert Proj: New Alachua Total.stm
Incre- Sub- Sum Q Up Down Fall Size Slope Vel Capment total CA
NOTES: Intensity = 145.00 / (Inlet time + 20.00) ^ 0.90 (in/hr) ; Time of flow in section is based on full flow.
Hydraflow Storm Sewers 2003
Appendix C
SewerCAD Results
Scenario: Base
P-9
P-8
P-7
P-4CO-6
CO-5
CO-4
CO-1
CO-10
J-1
W-1
PMP-3PMP-2
PMP-1O-2
O-3
MH-2 (S-14)MH-4 (S-11)
MH-6
MH-5
MH-1
Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
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SewerCAD[10.03.01.08]Bentley Systems, Inc. Haestad Methods Solution CenterStormwater Diversion Lift Station 10-9-19.stsw
Profile Report
Profile: Profile - 2
Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
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SewerCAD[10.03.01.08]Bentley Systems, Inc. Haestad Methods Solution CenterStormwater Diversion Lift Station 10-9-19.stsw
InletExisting
mgardberg
Placed Image
mgardberg
Typewriter
S-14
mgardberg
Typewriter
S-8
mgardberg
Typewriter
Railroad
Profile Report
Profile: Profile - 2
Ele
va
tio
n (
ft)
Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
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SewerCAD[10.03.01.08]Bentley Systems, Inc. Haestad Methods Solution CenterStormwater Diversion Lift Station 10-9-19.stsw
Existing Inlet
mgardberg
Placed Image
mgardberg
Typewriter
S-14
mgardberg
Typewriter
S-8
mgardberg
Typewriter
Railroad
Profile Report
Profile: Profile - 2
Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
9/16/2020
SewerCAD[10.03.01.08]Bentley Systems, Inc. Haestad Methods Solution CenterStormwater Diversion Lift Station 10-9-19.stsw
Existing Inlet
mgardberg
Placed Image
mgardberg
Typewriter
S-14
mgardberg
Typewriter
S-8
mgardberg
Typewriter
Railroad
Profile Report
Profile: Profile - 2
Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
9/16/2020
SewerCAD[10.03.01.08]Bentley Systems, Inc. Haestad Methods Solution CenterStormwater Diversion Lift Station 10-9-19.stsw
Existing Inlet
mgardberg
Placed Image
mgardberg
Typewriter
S-14
mgardberg
Typewriter
S-8
mgardberg
Typewriter
Railroad
Profile Report
Profile: Profile - 2
Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
9/16/2020
SewerCAD[10.03.01.08]Bentley Systems, Inc. Haestad Methods Solution CenterStormwater Diversion Lift Station 10-9-19.stsw
InletExisting
mgardberg
Placed Image
mgardberg
Typewriter
S-14
mgardberg
Typewriter
S-8
mgardberg
Typewriter
Railroad
Profile Report
Profile: Profile - 2
Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666
9/16/2020
SewerCAD[10.03.01.08]Bentley Systems, Inc. Haestad Methods Solution CenterStormwater Diversion Lift Station 10-9-19.stsw
Existing Inlet
mgardberg
Placed Image
mgardberg
Typewriter
S-14
mgardberg
Typewriter
S-8
mgardberg
Typewriter
Railroad
Appendix D
Pump Manufacturer Sheets
Shrouded single or multi-channel impeller pumps with large throughletsand single volute pump casing for liquids containing solids and fibres.Cast iron design with double sealing technology.
Head
1430 430mm
80.3%
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
[ft]
0 2000 4000 6000 8000 [US g.p.m.]
CP 3400/705 3~ 1430
430 mm
Number of blades
3
Technical specification
P - Semi permanent, Wet
Configuration
15 3/4 inch
Impeller diameter
430 mm
Discharge diameter15 3/4 inch
Motor number Installation type
C0705.000 43-30-14GA-W60hp
Inlet diameter
Maximum operating speed
Throughlet diameter
500 rpm
Materials
Curves according to:
Pump information
Discharge diameter
500 mm
Impeller diameter
Impeller
4 5/16 inch
Grey cast iron
Water, pure [100%],39.2 °F,62.42 lb/ft³,1.6891E-5 ft²/s