W912ES24B0001 FMM OHB Ring Levee - REFERENCE DRAWINGS 14Dec23.pdf
PDF 13 MB Posted
- Attached to
- Ring Levee - Oxbow, Hickson, & Bakke (OHB) - Fargo Moorhead Metropolitan Area Flood Risk Management Project
- Solicitation number
- W912ES24B0001
About this file
This file provides details on a federal solicitation from the Department of the Army Corps of Engineers Engineering District St Paul for construction services. The solicitation seeks bids to construct a ring levee around the Oxbow, Hickson, and Bakke areas as part of the Fargo Moorhead Metropolitan Area Flood Risk Management Project. Bids are due by January 6, 2023 with the award date scheduled for March 31, 2023. Construction is to be completed by November 2025. The solicitation document includes reference drawings to provide bidders with specifications and design requirements for the levee construction work.
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2017 2018 2019 2020 2021 2022
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J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
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2012 2013 2014 2015 2016 2017
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J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
F
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FMM WP-43B
RED RIVER OF THE NORTH
DAILY FLOW HYDROGRAPHS
JANUARY 01 - DECEMBER 31
2014 - 2023
SHEET NUMBER: 1 of 6
HICKSON, ND
HYDROLOGIC INFORMATION
Notes:
1. The daily flow hydrographs are based on data collected at the Red River of the North at Hickson, ND USGS gage (05051522). There are 48 years of record (1975-2022). The highest peak flow occurred on March 26, 2009 (23,700 cfs).
2. These daily flow hydrographs are based on the best information available. These daily flow hydrographs represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
2019 2020 2021 2022 2023 2024
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J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
F
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2014 2015 2016 2017 2018 2019
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J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
F
LO
W I
N
C F
S
FMM WP-43B
RED RIVER OF THE NORTH
FLOW DURATION CURVES
JANUARY - JUNE
1975 - 2022
SHEET NUMBER: 2 of 6
HICKSON, ND
HYDROLOGIC INFORMATION
Notes:
1. The monthly flow duration curves were derived using data collected at the Red River of the North at Hickson, ND USGS gage (05051522) for the period October 1975 through October 2022. The 2009 event (23,700 cfs peak) is the flood of record.
2. These flow duration curves are based on the best information available. These flow duration curves represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
2,000
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PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
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JUNE
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24,000
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JANUARY
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24,000
0 10 20 30 40 50 60 70 80 90 100
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IN
C F
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PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
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4,000
6,000
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12,000
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22,000
24,000
0 10 20 30 40 50 60 70 80 90 100
F
LO
W
IN
C F
S
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
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4,000
6,000
8,000
10,000
12,000
14,000
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20,000
22,000
24,000
0 10 20 30 40 50 60 70 80 90 100
F
LO
W
IN
C F
S
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MAY
FLOW DURATION CURVES
JULY - DECEMBER
1975 - 2022
SHEET NUMBER: 3 of 6
HICKSON, ND
HYDROLOGIC INFORMATION
Notes:
1. The monthly flow duration curves were derived using data collected at the Red River of the North at Hickson, ND USGS gage (05051522) for the period October 1975 through October 2022. The 2009 event (23,700 cfs peak) is the flood of record.
2. These flow duration curves are based on the best information available. These flow duration curves represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
2,000
4,000
6,000
8,000
10,000
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PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
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PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
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OCTOBER
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PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
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NOVEMBER
2017 2018 2019 2020 2021 2022
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J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
F
LO
W I
N C
F S
2012 2013 2014 2015 2016 2017
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2,500
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3,500
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
F
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FMM WP-43B
RED RIVER OF THE NORTH
DAILY ELEVATION HYDROGRAPHS
JANUARY 01 - DECEMBER 31
2014 - 2023
SHEET NUMBER: 4 of 6
HICKSON, ND
HYDROLOGIC INFORMATION
Notes:
1. The daily elevation hydrographs are based on data collected at the Red River of the North at Hickson, ND USGS gage (05051522). Note a small amount of missing data was estimated using linear interpolation. There are 24 years of record (2000-2023). The highest mean daily elevation occurred on March 26, 2009 (916.71 ft NAVD 88).
2. These daily elevation hydrographs are based on the best information available. These daily elevation hydrographs represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
2019 2020 2021 2022 2023 2024
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
E
LE
V A
T
IO
N I
N F
E E
T
N A
V D
2014 2015 2016 2017 2018 2019
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J
E
LE
V A
T
IO
N I
N F
E E
T
N A
V D
ELEVATION DURATION CURVES
JANUARY - JUNE
2000 - 2023
SHEET NUMBER: 5 of 6
HICKSON, ND
HYDROLOGIC INFORMATION
Notes:
1. These monthly duration curves were derived using data collected at the Red River of the North at Hickson, ND USGS gage (05051522) for the period October 2000 through August 2023. Note a small amount of missing data was estimated using linear interpolation. The datum of the gage is 877.77 ft NAVD 88.
2. These elevation duration curves are based on the best information available. These elevation duration curves represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
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IO
N I
N F
E E
T
N A
V D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
MARCH
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N I
N F
E E
T
N A
V D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JUNE
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N I
N F
E E
T
N A
V D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JANUARY
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N I
N F
E E
T
N A
V D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
APRIL
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N I
N F
E E
T
N A
V D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
FEBRUARY
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N I
N F
E E
T
N A
V D
MAY
ELEVATION DURATION CURVES
JULY - DECEMBER
2000 - 2023
SHEET NUMBER: 6 of 6
HICKSON, ND
HYDROLOGIC INFORMATION
Notes:
1. These monthly duration curves were derived using data collected at the Red River of the North at Hickson, ND USGS gage (05051522) for the period October 2000 through August 2023. Note a small amount of missing data was estimated using linear interpolation. The datum of the gage is 877.77 ft NAVD 88.
2. These elevation duration curves are based on the best information available. These elevation duration curves represent the period shown, and do not necessarily represent all possible future conditions. Questions may be addressed to the office of the Corps of Engineers St. Paul, Minnesota.
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N I
N F
E E
T
N A
V D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
SEPTEMBER
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N I
N F
E E
T
N A
V D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
DECEMBER
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N I
N F
E E
T
N A
V D
8)
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
JULY
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N I
N F
E E
T
N A
V D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
OCTOBER
0 10 20 30 40 50 60 70 80 90 100
E
LE
V A
T
IO
N I
N F
E E
T
N A
V D
PERCENTAGE OF TIME EQUALLED OR EXCEEDED
AUGUST
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V A
T
IO
N I
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T
N A
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NOVEMBER
GREENLEAF.BONNIE.
K.1230480822
Digitally signed by
GREENLEAF.BONNIE.K.1230480822
Date: 2021.03.29 11:22:13 -05'00'
SULLY.THOMAS
.B.1231345864
Digitally signed by
SULLY.THOMAS.B.1231345864
Date: 2021.04.01 16:13:10 -05'00'
BEHLING.CHRISTOPHER
.W.1230533535
Digitally signed by
BEHLING.CHRISTOPHER.W.1230533535
Date: 2021.04.01 17:24:19 -05'00'
Elizabeth A Nelsen, PE Digitally signed by Elizabeth A Nelsen, PE Date: 2021.04.05 13:44:30 -05'00'
Digitally signed by Michael J. Bart, PE Date: 2021.04.05 15:58:18 -05'00' b6ecjm22 Typewritten Text
EXCERPT FROM
NORTH DAKOTA
INTERSTATE
50 51 52 53 54
Oxbow
T
N
T
N
T
N
T
N
R 49 W
R 49 W
R 48 W
6.759 7.262
34 27 22 15 10 3 34
26 23 14 11 2
13 12 1
RP 49.593
Sta. 2618+50.00
Begin Reconstruction
RP 53.796
Sta. 2840+45.00
End Reconstruction
Wild Rice River Crossing
Str. No. 0029-053.822 L & R
55 56
36 25
Wild Rice River
(County Road 18)
Hickson Interchange
Str. No. 0029-050.188
NDDOT Project No. FMD-8-029(197)049 22656
Cass County County
Richland
C o u n ty R o a d
D a v e n p o rt I n te rc h a n g e
(County Road 16)
Davenport Interchange
Str. No. 0029-054.167
C o u n ty R o a d
H ic k s o n I n te rc h a n g e
One-way Flexible ESALs; 2,080,420 Accumulated One-way Rigid ESALs)
OFFICE OF PROJECT DEVELOPMENT
ND DEPARTMENT OF TRANSPORTATION
Borrow Ditch Crossing
Str. No. 0029-053.310 L & R
0.920 miles for County Road 81 Improvements
0.291 miles for County Road 18 Grading
0.938 miles for County Road 18 Reconstruction
0.190 miles for North Median Crossover
0.030 miles for County Road 16 Ramp Connections
4.203 miles for I-29 Reconstruction
0.187 miles for South Median Crossover
Sta. 17+80.00
Begin Reconstruction
Sta. 1515+90.00
Begin Reconstruction
Sta. 67+35.00
End Reconstruction
Sta. 1537+65.00
End Reconstruction
Sta. 1543+50.00 with Sliver Grading
Begin Mill & Overlay
Sta. 1564+50.00 with Sliver Grading
End Mill & Overlay
Sta. 82+70.00
End Grading
W912ES21C0004
RP 49.394
Sta. 2608+00.00
Begin Project
RP 54.977
Sta. 2902+76.84
End Project
Chad Orn /s/ 11/16/2020
GRAND
FORKS
G O
L D
E N
V A
L L E
Y
CASS
R
IC
H
LA
N D
RANSOM
SARGENT
DICKEY
LA MOURE
BARNES
KIDDER
LOGAN
MC
IN
TOSH
B U
R L E
IG
H
MORTON
GRANT
SIOUX
ADAMS
HETTINGER
SLOPE
BOWMAN E
M
M O
N S
OLIVER
MERCER
STARKB
IL
L
IN
G S
DUNN
MC KENZIE
MC LEAN
S H E R
ID
A N
WELLS
EDDY
FOSTER
G R
IG
G S
S T E E L E
TRAILL
DIVIDE
WILLIAMS
BURKE
M O
U N T R
A
IL
R E
N V
IL
L E
WARD
M C H
E N
R Y
BOTTINEAU
R O
LLE
T T E
T O
W N E R
CAVALIER
R A
M S E Y
WALSH
P E
M B
IN
A
N E
LS
O
NBENSONP
IE
R
C E
STUTSMAN
STATE COUNTY MAP
DIVERSION AUTHORITY
USACE SENIOR CONTRACTING OFFICER
Kristopher Bakkegard /s/
Kevin Henricks /s/ 11/23/2020
11/17/2020
Cass County, North Dakota
Grading, Salvaged Base Course, Doweled PCC Pavement
DESIGN DATA - COUNTY ROAD 18
Traffic Average Daily
Current 2020
Forecast 2040
Pass: NA
Pass: NA
Trucks: NA
Trucks: NA
Total: 1110
Total: >1500
Design Speed: 55 mph
Bridges: HL-93
Pavement Design Life 20 Years
Minimum Sight Dist. for Stopping: 495 Ft.
Clear Zone Distance: 24 Ft.
Sight Dist. for No Passing Zone: 900 Ft.
Design Accumulated One-way Flexible ESALs: NA
I-29 NB & SB from South of Hickson (County Road 18) to
North of Davenport (County Road 16)
HMA, Guardrail, Structures, Fencing, Temp Crossovers, Temp Bypass, and Incidentals
DESIGN DATA - INTERSTATE 29
Traffic
No Point of Access Other Than at Interchange Ramps
Average Daily
Current 2020 Pass: NA
Pass: NA
Trucks: NA
Trucks: NAForecast 2050
Total: >6000
Total: >6000
Design Speed: 75 mph
Bridges: HL-93
Pavement Design Life 30 Years (Bypass 6 years)
Minimum Sight Dist. for Stopping: 820 Ft.
Clear Zone Dist. 34 Ft.
Full Control of Access, Design Accumulated One-way Rigid ESALs: 12,206,800 (Bypass : 1,750,815 Accumulated
W912ES21C0004
STATE CONTRACT NO.
ND
PCN
NO.
SHEET
NO.
SECTION
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PE-10407,
Registration Number
Adam M. Ruud, issued and sealed by
This document was originally
GROSS MILES NET MILES PROJECT NUMBER \ DESCRIPTION
effective on the date the project is advertised.
Department of Transportation and the Supplemental Specifications
2020 Standard Specifications adopted by the North Dakota
REFERENCE SPECIFICATIONS:
Houston Moore Group
2 1W912ES21C0004
STATE
NO.
ND
CONTRACT NO.
SHEET
NO.
SECTION
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CONTRACT NO.
SHEET
NO.
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CONTRACT NO.
SHEET
NO.
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SHEET
NO.
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CONTRACT NO.
SHEET
NO.
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CONTRACT NO.
SHEET
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CONTRACT NO.
SHEET
NO.
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E x is ti n g T o p P v m t
C
R
T o p P v m t
C
R
Exst R/W
Exst R/W Grading Tie Line
Sta. 1515+90.00
Begin Reconstruction
C o R d
Co Rd 81
REMOVE
2 CSFES (fair)
24" X 125' CSP (fair)
1525+67 - `
R-49-W
T-137-N
Sec 25
R-49-W
T-137-N
Sec 26
R-49-W
T-137-N
Sec 23
R-49-W
T-137-N
Sec 24
100.01'
99.98'
18' 34'
24' 34'
24'
24'
S ta .0
S ta .0
S ta .0
S ta .0
S ta .4
S ta .0
S ta .4
S ta .4
S ta .4
50'R
50'R
50'R 50'R
In: 913.34 @ 64' Rt
Out: 912.89 @ 56' Lt
East - Flared End
West - Flared End
36" x 120' Pipe Conduit
1524+40 - `
In: 912.00 @ 69' Rt
Out: 911.87 @ 127' Lt
East - Flared End
West - Flared End
42" x 202' Pipe Conduit @ 14° Skew
1527+70 - `
@ ` CR 81
Existing Top Pvmt
18'
55:1
85:1
15:1
24'
15:1
85:1
55:1
102.57'
100'
Sta 1526+33.19 CR 81
Sta 57+10.66 CR 18 =
Station equation
R = 10'
R = 10'
R = 20'
R = 20' Grading Tie Line
@ ` CR 81
Top Pvmt
Rt Ditch
Lt Ditch
13-16M
Boring
Legend
Ditch Bottom Location
P I
7S
W S
E C
55+00
PI 57+10.11
S e c L in e
S e c L in e
Sec LineSec Line
60+00
Plan & Profile
County Road 81
Sta. 1515+90 to Sta. 1535+00
Interstate 29 Grade Raise and Borrow Ditch Crossing
29W912ES21C0004
ND
NO.
SHEET
NO.
SECTION
3/24/2021 aruud H:\JBN\7400\7438\16_7438_020\CAD\Design\Sheets\060PP_029.dgn11:22:20 AM on 11/09/2020
PE-10407,
Registration Number
Adam M. Ruud, issued and sealed by
This document was originally
S ig n
S ig n
S ig n
S ig n
S ig n
S ig n
S ig n
T V P e d
T V P e d
T e l P e d
G r
G r
A s p h
Asph Asph
VPI 1521+95.00
L = 200.00'
K = 144
VPI 1528+94.13
L = 330.00'
K = 118
SSD = 550' VPI 1536+35.00
L = 200.00'
K = 135
VPI 1525+40.00
VPI 1524+40.00
VPI 1525+60.00
VPI 1529+30.00
VPI 1530+20.00
V P I
E L
C R
EL 920.81 (CR 81)
EL 930.60 (CR 81)
EL 920.23 (CR 81)
+ 0.0148 % (CR 81)
+ 1.
% (CR 81)
- 1.4000 % (CR 81)
VPI 1515+90.00
VPI 1515+90.00
- 0.0500 % (RT DTCH)
+ 1.30
42 % (RT DTCH) - 0.1333 % (RT DTCH)
- 0.0621 % (RT DTCH)
EL 913.81 (RT DTCH)
EL 913.39 (RT DTCH)
EL 914.95 (RT DTCH)
EL 915.15 (RT DTCH)
EL 915.03 (RT DTCH)
EL 913.99 (LT DTCH)
- 0.1358 % (LT DTCH)
EL 912.70 (LT DTCH)
VPI 1530+88.14
EL 911.70 (LT DTCH)
(LT DTCH)
- 0.0500 %
1515+00 1520+00 1525+00 1530+00 1535+00
T o p P v m t
C
R
E x is ti n g T o p P v m t
C
R
Exst R/W
Grading Tie Line
@ ` CR 81
Existing Top Pvmt
Sta. 1537+65.00
End Reconstruction
Co R d 81
R-49-W
T-137-N
Sec 24
R-49-W
T-137-N
Sec 23
- 0.0621 % (RT DTCH)
18'
18'
S ta .4
S ta .5
S ta .5
S ta .5
S ta .5
In: 912.12 @ 53' Rt
Out: 911.97 @ 60' Rt
East - Flared End
West - Flared End
24" x 146' Pipe Conduit
Approach
1553+91 - Rt
In: 912.68 @ 69' Lt
Out: 912.59 @ 61' Lt
East - Flared End
West - Flared End
24" x 110' Pipe Conduit
Approach
1553+97 - Lt
REMOVE
2 CSFES
24" X 142' CSP
1553+93 - Rt
REMOVE
2 CSFES
24" X 41' CSP
1550+45 - Rt
REMOVE
2 CSFES
24" X 69' CSP
1553+61 - Rt
END SECTIONS
EXTEND, REMOVE
2 CSFES
30" X 85' CSP
1549+78 - `
S c h n e ll D r.
C lu b h o u s e D r.
18'
18'
34'
24'
24' 34'
24' 100'
102.31' 100.06'
99.92'
Sta. 1543+50.00
Begin Overlay With Widening
R = 50'
R = 50'
R = 50' R = 50'
Grading Tie Line
In: 911.63 @ 47' Rt
Out: 911.62 @ 56' Lt
Flared End Section
Rt: Install 30" x 8' CSP
Flap Gate
Lt: Install 30" x 22' CSP
1549+78 - `
@ ` CR 81
Top Pvmt
Rt Ditch Lt Ditch
Legend
Ditch Bottom Location
Curve SCS8702
R = 2,864.79
Ls = 300.00
Ts = 1,338.69
T S
S C
P I
PI = 1550+24.70
L = 1,952.61
E
Q C
O R
Interstate 29 Grade Raise and Borrow Ditch Crossing
Sta.1535+00 to Sta. 1537+45
NO.
SHEET
NO.
SECTION
3/24/2021 aruud H:\JBN\7400\7438\16_7438_020\CAD\Design\Sheets\060PP_030.dgn11:22:22 AM on 11/09/2020
PE-10407,
Registration Number
Adam M. Ruud, issued and sealed by
This document was originally
VPI 1536+35.00
L = 200.00'
K = 135
V P I
EL 920.23 (CR 81)
E L
C R
+ 0.0864 % (CR 81)
VPI 1537+65.00
VPI 1550+00.00
- 0.0621 % (RT DTCH)
EL 914.57 (RT DTCH)
EL 910.75 (LT DTCH)
VPI 1553+20.00
EL 912.57 (LT DTCH)
- 0.0500 % (LT DTCH)
+ 0.5694 % (LT DTCH)
VPI 1549+80.00
- 0.3667 % (RT DTCH)
EL 911.63 (RT DTCH)
VPI 1543+50.00
EL 913.94 (RT DTCH)
(LT DTCH)
- 0.0500 %
1535+00 1540+00 1545+00 1550+00
1555+00
E x is ti n g T o p P v m t
C
R
@ ` CR 81
Existing Top Pvmt
S ta .5
S ta .5
S ta .5
S ta .5
S ta .5
REMOVE
2 CSFES
24" X 34' CSP
1555+23 - Rt
Grading Tie Line
Exst R/W
Co Rd 81
Exst R/W
34'
24'
24' 18'
18'
100.06'
99.41'
Sta. 1564+50.00
End Overlay With Widening
100'
100.62'
Grading Tie Line
Lt Ditch
Rt Ditch
Legend
Ditch Bottom Location
C S
S T
Interstate 29 Grade Raise and Borrow Ditch Crossing
Sta.1535+00 to Sta. 1537+45
NO.
SHEET
NO.
SECTION
3/24/2021 aruud H:\JBN\7400\7438\16_7438_020\CAD\Design\Sheets\060PP_031.dgn11:22:23 AM on 11/09/2020
PE-10407,
Registration Number
Adam M. Ruud, issued and sealed by
This document was originally
VPI 1564+50.00
EL 913.60 (LT DTCH)
+ 0.0912 % (LT DTCH)
+ 0.1000 % (RT DTCH)
VPI 1564+50.00
EL 913.10 (RT DTCH)
1555+00 1560+00 1565+00 1570+00
R-49-W
T-137-N
Sec 23
R-49-W
T-137-N
Sec 24
Grading Tie Line
Grading Tie Line
Grading Tie Line
County Road 81 Ditch
Sta 9601+00
Begin OHB Field Ditch
CR 81
10' Ditch Bottom (Typ.)
Work Limits
Work Limits
` OHB Field Ditch
Exsting Ground @
Field Ditch
Ground @ ` OHB
Boring 13-17M
OHB Field Ditch
Sta 9600+00 to Sta 9616+00 (PRDITCHOHB)
66W912ES21C0004
STATE CONTRACT NUMBER
NO.
SHEET
NO.
SECTION
3/29/2021 jesse.ellefson U:\PROJECTS\19117\Design\Plan\060PP_066_OHB Field ditch.dgn9:43:31 AM on 11/09/2020
PE-28337,
Registration Number
Ryan M. Frolek, issued and sealed by
This document was originally
E x s t
G ro u n d O
H B D it c h
G ro u n d O
H B D it c h
911.62
911.63
.0
.1
.2
.5
.6
- 0.0488 %
9600+00 9601+00 9602+00 9603+00 9604+00 9605+00 9606+00 9607+00 9608+00 9609+00 9610+00 9611+00 9612+00 9613+00 9614+00 9615+00 9616+00
9601+00 9602+00 9603+00 9604+00 9605+00 9606+00 9607+00 9608+00 9609+00 9610+00 9611+00 9612+00 9613+00 9614+00 9615+00 9616+00
30" X 43' CSP
30" X 43' CSP
908.95
909.20
909.27
909.34
R-49-W
T-137-N
Sec 23
R-49-W
T-137-N
Sec 24
R-49-W
T-137-N
Sec 14
Grading Tie Line
Grading Tie Line
Sta 9631+46
End OHB Field Ditch th A v e
10' Ditch Bottom (Typ.)
Work Limits
Work Limits
(2) Existing 30" CSP
` OHB Field Ditch
Exsting Ground @
Field Ditch
Ground @ ` OHB
Boring 13-21M
Boring 13-20M
Boring 13-17M
- 0.0488 %
9616+00 9617+00 9618+00 9619+00 9620+00 9621+00 9622+00 9623+00 9624+00 9625+00 9626+00 9627+00 9628+00 9629+00 9630+00 9631+00 9632+00
9616+00 9617+00 9618+00 9619+00 9620+00 9621+00 9622+00 9623+00 9624+00 9625+00 9626+00 9627+00 9628+00 9629+00 9630+00 9631+00
OHB Field Ditch
Sta 9616+00 to Sta 9632+00 (PRDITCHOHB)
67W912ES21C0004
STATE CONTRACT NUMBER
NO.
SHEET
NO.
SECTION
3/29/2021 jesse.ellefson U:\PROJECTS\19117\Design\Plan\060PP_067_OHB Field ditch.dgn9:43:33 AM on 11/09/2020
PE-28337,
Registration Number
Ryan M. Frolek, issued and sealed by
This document was originally
E x s t
G ro u n d O
H B D it c h
G ro u n d O
H B D it c h
:5
:1
P
M /1
/2
P lo t
U P
R O J E
C T S \1
\L
L e v e e
R in g P h a s e
W P -4
D \3
P la n n in g E n g in e e ri n g D e s ig n \3
A
A E n g in e e ri n g D e s ig n \C
A D
B
IM
S h e e ts \F
M M
D
G -0 d g n
F O
R C
O N S T R
U C T
IO
N
1 2 3 4 5
A
B
C
D
C A N A D A
MINNESOTA
WISCONSIN
IOWA
SOUTH DAKOTA
NORTH DAKOTA
PROJECT LOCATION MAP
LOCATION
PROJECT
NOT TO SCALE
VOLUME 4 - CITY OF FARGO SANITARY SEWER
VOLUME 3 - CR 81 ROADWAY PACKAGE
VOLUME 2 - WORK PACKAGE 43CD
VOLUME 1 - CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS
CASS COUNTY, NORTH DAKOTA
COUNTY ROAD 81, AND STREETS
OUTFALL, STORM AND SANITARY SEWERS,
LEVEE, PUMP STATION, GATEWELL,
WORK PACKAGE 43CD
PHASES C AND D
OXBOW - HICKSON - BAKKE RING LEVEE
b6ecjm22 Typewritten Text
EXCERPT FROM
:5
:2
P
M /1
/2
P lo t
U P
R O J E
C T S \1
\L
L e v e e
R in g P h a s e
W P -4
D \3
P la n n in g E n g in e e ri n g D e s ig n \3
A
A E n g in e e ri n g D e s ig n \C
A D
B
IM
S h e e ts \F
M M
D
G -0 d g n
F O
R C
O N S T R
U C T
IO
N
1 2 3 4 5
A
B
C
D
C A N A D A
MINNESOTA
WISCONSIN
IOWA
SOUTH DAKOTA
NORTH DAKOTA
PROJECT LOCATION MAP
LOCATION
PROJECT
NOT TO SCALE
JUNE 2017
DRAWINGS
VOLUME 2 OF 4
ENGINEER: HOUSTON-MOORE GROUP, LLC
OWNER'S REPRESENTATIVE: CH2M HILL ENGINEERS, INC
OWNER: METRO FLOOD DIVERSION AUTHORITY
CASS COUNTY, NORTH DAKOTA
COUNTY ROAD 81, AND STREETS
OUTFALL, STORM AND SANITARY SEWERS,
LEVEE, PUMP STATION, GATEWELL,
WORK PACKAGE 43CD
PHASES C AND D
OXBOW - HICKSON - BAKKE RING LEVEE
7763'
L 506
PROJECT ACCESS POINT
NORTH BORROW SITE
LEVEE CONTROL LINE
52ND STREET SE / COUNTY ROAD 18
RGE. 48W
SEC. 19 TWP. 137N
RGE. 48W
SEC. 18 TWP. 137N
RGE. 49W
SEC. 24 TWP. 137N
M A
IN
A
V E
N U
E
ROAD CONTROL LINE
PUMP STATION ACCESS
THE NORTH
RED RIVER OF
CONTROL LINE
MAIN AVENUE ROADWAY
CONTROL LINE
1ST AVENUE ROADWAY
PROJECT ACCESS POINT
PROJECT SIGN LOCATION
RGE. 49W
SEC. 13 TWP. 137N
(SEE VOLUME 4 OF 4)
SANITARY SEWER CONTROL LINE
CONTROL LINE
3RD STREET ROADWAY
SEWER CONTROL LINE
OXBOW DRIVE SANITARY
SEWER CONTROL LINE
MAIN AVENUE STORM
SEWER CONTROL LINE
OXBOW DRIVE STORM
CONTROL LINE
OXBOW DRIVE ROADWAY
51ST STREET SE / 7TH STREET
C O
U N T Y R
O A D
T H A
V E N
U E S
E
(SEE VOLUME 3 OF 4)
NORTH ROAD RAISE CONTROL LINE
LEVEE CONTROL LINE
OUTFALL STRUCTURE
PUMPSTATION AND GATEWELL
M 506
N 506
NOT TO SCALE
HORIZONTAL SCALE
VICINITY MAP
LOCATION MAP
N
N
C O
M B
IN
E D S
C A
L E F
A C
T O
R
C S
F .9
N D S
P C
S S
O U
T H Z
O N
E U
S S
U R
V E
Y F
E E
T G
E O
ID
N A
D
N A
V D
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
CASS COUNTY
CLAY COUNTY
LOCATION
PROJECT
MINNESOTA
NORTH DAKOTA
R E
D R
IV
E R O
F T
H E N
O R
T H
W O
L V
E R
T O
N C
R E
E K
W
IL
D R
IC
E R
IV
E R
NOTE:
I-29
0 600' 1200'
NOT SHOWN IN THE LOCATION MAP.
ALL BENCHMARKS AND CONTROL POINTS ARE 1.
MV
CMG
CMG
JDE
1014-230
FMM43D_G-002---.dgn
G-002
V
IC
IN
IT
Y A
N D L
O C
A T
IO
N M
A P
S
06/02/2017
H O
U S
T O
N M
O O
R E G
R O
U P
DRAWN BY:
CHECKED BY:
PROJECT No.
DATE:
REVISED:
REVISED:
PROJ. MANAGER:
PROJ. DESIGNER:
REVISED:
54321
D
B
A
RECORD:
FILE NAME:
C
C A
S S C
O U
N T
Y
N O
R T
H D
A K
O T
A
W O
R K P
A C
K A
G E
C
D
O X
B O
W H
IC
K S
O N B
A K
K E R
IN
G L
E V
E E P
H A
S E C
D
F O
R C
O N S T R
U C T
IO
N :5
:2
P
M /1
/2
V
IC
IN
IT
Y A
N D L
O C
A T
IO
N M
A P
S
U P
R O J E
C T S \1
\L
L e v e e
R in g P h a s e
W P -4
D \3
P la n n in g E n g in e e ri n g D e s ig n \3
A
A E n g in e e ri n g D e s ig n \C
A D
B
IM
S h e e ts \F
M M
D
G -0 d g n
MV
CMG
CMG
JDE
G-003
FMM43D_G-003---.dgn
C O
M B
IN
E D S
C A
L E F
A C
T O
R
C S
F .9
N D S
P C
S S
O U
T H Z
O N
E U
S S
U R
V E
Y F
E E
T G
E O
ID
N A
D
N A
V D
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
D5
C-004D5
D5
C-004
D5
D5
C-004
SECTION CUT W/
VIEW SHOWN ON
SAME DRAWING
SECTION CUT W/
VIEW SHOWN ON
ANOTHER DRAWING
A
VIEW SHOWN ON
SAME DRAWING
VIEW SHOWN ON
ANOTHER DRAWING
DETAIL / SECTION
SUPPLEMENTAL INFORMATION
SCALE:
DETAIL / SECTION
TITLE ON SAME
DRAWING
DETAIL / SECTION
SUPPLEMENTAL INFORMATION
SCALE:
DETAIL / SECTION
TITLE ON ANOTHER
DRAWING
GENERAL CROSS-REFERENCING SYMBOLS
DETAIL SYMBOL W/ DETAIL SYMBOL W/
1014-230
C X
X
XSS
X
LS
STAGING AREA
XSD
PL
BENCHMARK
W
E
P.I. POINT
SECTION NUMBER
PROPERTY LINE
RIPRAP
GUTTER
CURB AND
WORK LIMITS
STORM SEWER
SANITARY SEWER
WATER VALVE
EXIST CULVERT
EXIST STORM
EXIST SANITARY
EXIST ELECTRIC
EXIST WATER
COMMUNICATION
EXIST
EXIST IRRIGATION
POINT
SURVEY CONTROL
AND NUMBER
USACE SOIL BORING
GENERAL LEGEND
97-41M
D
S
CB
S
SD
SS
AREA
REMOVAL/PROTECT
PS
AND GUTTER
EXIST CURB
LIFT STATION
EXIST SANITARY
MANHOLE
EXIST STORM
MANHOLE
EXIST SANITARY
BASIN
EXIST CATCH
VALVE
EXIST WATER
CULVERT
MANHOLE
SANITARY
GRUBBING AREA
CLEARING AND
GENERAL NOTES:
THE CONTRACTOR SHALL CALL UTILITY LOCATE PRIOR TO BEGINNING PROJECT CONSTRUCTION.
TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE UTILITIES.
ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION AS
7. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UTILITIES MAY NOT BE
6. ORIGINAL DATA FROM HYDROGRAPHIC SURVEYS.
GROUND SURVEYS CONDUCTED BY HMG IN OCTOBER AND NOVEMBER OF 2013.
5. SURFACE DATA WAS CREATED USING LIGHT DETECTION AND RANGING (LiDAR) DATA FROM MAY 2011 AND
4. ELEVATION REFER TO NAVD88 (GEOID09).
3. COORDINATES BASED ON NORTH DAKOTA STATE PLANE GRID SYSTEM, SOUTH ZONE.
2. ORIGINAL DATA COMPILED NAD 83 US SURVEY FEET.
AVAILABLE FROM THE ST. PAUL DISTRICT OFFICE (651) 290-5596.
1. TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS ARE
L E
G E
N D A
N D G
E N
E R
A L N
O T
E S
ABBREVIATIONS
EACH WAYEW
EDGE OF GRAVELEOG
MATERIAL PILE
EXCAVATEDEMP
ELEVATIONEL
EXPANSION JOINTEJ
EACH FACEEF
EACHEA
DRAWINGDWG
DOORDR
DIAMETERDIA
CONSTRUCTIONCONST
CONCRETECONC
MODULAR UNIT
CONCRETECMU
CLEARCLR
CENTERLINECL
JOINT
CONSTRUCTIONCJ
COVER
CONCRETE CLEARCCC
CATCH BASINCB
CURB & GUTTERC&G
BOTTOMBOT
BOTTOM OFBO
BITUMINOUSBITUM
AVENUEAVE
APPROXIMATEAPPROX
ALUMINUMALUM
ALTERNATE WIDTHALT W/
WINDOWWNDW
WATER MAINWM
WIDTHW
UNDERGROUNDUGND
OTHERWISE NOTED
UNLESSUNO
TYPICALTYP
FORCEMENT MAT
TURF REIN-TRM
TRANSITIONTRANS
TOP OFTO
TEMPORARYTEMP
TOP & BOTTOMT&B
STEELSTL
STATIONSTA
STREETST
STAINLESS STEELSST
SPECIFICATIONSPEC
SIMILARSIM
SANITARYSAN
RIVERWARDRW
REVERSEREV
REFERENCEREF
CONCRETE PIPE
REINFORCEDRCP
CULVERT
REINFORCED BOXRCB
RADIUSR
PROPOSEDPROP
PROPERTY LINEPL
PERMANENTPERM
CURVATURE
POINT OFPC
OUTSIDE FACEOF
OUTSIDE DITCHOD
ON CENTEROC
NUMBERNO
NEAR FACENF
MISCELLANEOUSMISC
MIRROREDMIRR
MINIMUMMIN
MANHOLEMH
MAXIMUMMAX
MAINTENANCEMAINT
LOW POINTLP
LONGLG
INSIDE FACEIF
INVERTINV
INSIDE DITCHID
HEIGHTHT
HIGH POINTHP
GALVANIZEDGALV
FLOW LINEFL
SECTION
FLARED ENDFES
ELEVATION
FINISH FLOORFFE
FAR FACEFF
FOUNDATIONFDN
FIELD DRAINAGEFD
EXISTINGEXIST
06/02/2017
CATCH BASIN
STORM MANHOLE /
CURB INLET
FILL
CUT
LEVEE
TEE
FIRE HYDRANT
H O
U S
T O
N M
O O
R E G
R O
U P
DRAWN BY:
CHECKED BY:
PROJECT No.
DATE:
REVISED:
REVISED:
PROJ. MANAGER:
PROJ. DESIGNER:
REVISED:
54321
D
B
A
RECORD:
FILE NAME:
C
C A
S S C
O U
N T
Y
N O
R T
H D
A K
O T
A
W O
R K P
A C
K A
G E
C
D
O X
B O
W H
IC
K S
O N B
A K
K E R
IN
G L
E V
E E P
H A
S E C
D
F O
R C
O N S T R
U C T
IO
N :5
:3
P
M /1
/2
IN
D
E X S
H E
E T A
N D L
E G
E N
D
U P
R O J E
C T S \1
\L
L e v e e
R in g P h a s e
W P -4
D \3
P la n n in g E n g in e e ri n g D e s ig n \3
A
A E n g in e e ri n g D e s ig n \C
A D
B
IM
S h e e ts \F
M M
D
G -0 d
CMG
JDE
G-004
FMM43D_G-004---.dgn
C O
M B
IN
E D S
C A
L E F
A C
T O
R
C S
F .9
N D S
P C
S S
O U
T H Z
O N
E U
S S
U R
V E
Y F
E E
T G
E O
ID
N A
D
N A
V D
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
1014-230
IN
D
E X S
H E
E T
NOTES:
06/02/2017
06/27/2017
CU601 - CU602
CU201
CU109
CU103 - CU104
CS501
CS106
CP601 - CP602
CP503
CP501
CP301 - CP302
CP110 - CP113
CP104 - CP108
CD113 - CD114
GC707
GC706
OF ALTERNATE NO. 1 INCLUDE:
1. SHEETS THAT CONTAIN WORK AS PART
H O
U S
T O
N M
O O
R E G
R O
U P
DRAWN BY:
CHECKED BY:
PROJECT No.
DATE:
REVISED:
REVISED:
PROJ. MANAGER:
PROJ. DESIGNER:
REVISED:
54321
D
B
A
RECORD:
FILE NAME:
C
C A
S S C
O U
N T
Y
N O
R T
H D
A K
O T
A
W O
R K P
A C
K A
G E
C
D
O X
B O
W H
IC
K S
O N B
A K
K E R
IN
G L
E V
E E P
H A
S E C
D
F O
R C
O N S T R
U C T
IO
N :2
:1
P
M /1
/2
IN
D
E X S
H E
E T A
N D L
E G
E N
D
U P
R O J E
C T S \1
\L
L e v e e
R in g P h a s e
W P -4
D \3
P la n n in g E n g in e e ri n g D e s ig n \3
A
A E n g in e e ri n g D e s ig n \C
A D
B
IM
S h e e ts \F
M M
D
G -0 d
CMG
JDE
G-005
FMM43D_G-005---.dgn
C O
M B
IN
E D S
C A
L E F
A C
T O
R
C S
F .9
N D S
P C
S S
O U
T H Z
O N
E U
S S
U R
V E
Y F
E E
T G
E O
ID
N A
D
N A
V D
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
1014-230
IN
D
E X S
H E
E T
NOTES
PART OF THE CONTRACT DOCUMENTS.
1. ALL REFERENCE SHEETS LISTED SHALL BE CONSIDERED
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A
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FILE NAME:
C
C A
S S C
O U
N T
Y
N O
R T
H D
A K
O T
A
W O
R K P
A C
K A
G E
C
D
O X
B O
W H
IC
K S
O N B
A K
K E R
IN
G L
E V
E E P
H A
S E C
D
F O
R C
O N S T R
U C T
IO
N :5
:3
P
M /1
/2
IN
D
E X S
H E
E T A
N D L
E G
E N
D
U P
R O J E
C T S \1
\L
L e v e e
R in g P h a s e
W P -4
D \3
P la n n in g E n g in e e ri n g D e s ig n \3
A
A E n g in e e ri n g D e s ig n \C
A D
B
IM
S h e e ts \F
M M
D
G -0 d
CMG
JDE
GI101
FMM43D_GI101---.dgn
C O
M B
IN
E D S
C A
L E F
A C
T O
R
C S
F .9
N D S
P C
S S
O U
T H Z
O N
E U
S S
U R
V E
Y F
E E
T G
E O
ID
N A
D
N A
V D
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
1014-230
P O
N D H
Y D
R O
L O
G Y A
N D H
Y D
R A
U L
IC
S T
A B
L E
NOTES:
THE TAILWATER SHOWN IS FOR THE RED RIVER AT THE OUTFALL STRUCTURE.3.
SHOWN ON SHEET CG101.
ELEVATIONS SHOWN ARE REPRESENTATIVE OF THE NORTH POND SHAPE 2.
CONTRACTOR'S CONSTRUCTION SCHEDULE.
CONTRACTOR TO DEVELOP DEWATERING PLANS THAT CONFORM TO
TABLES ARE PROVIDED SOLELY FOR INFORMATIONAL PURPOSES FOR 1.
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FILE NAME:
C
C A
S S C
O U
N T
Y
N O
R T
H D
A K
O T
A
W O
R K P
A C
K A
G E
C
D
O X
B O
W H
IC
K S
O N B
A K
K E R
IN
G L
E V
E E P
H A
S E C
D
F O
R C
O N S T R
U C T
IO
N :5
:3
P
M /1
/2
IN
D
E X S
H E
E T A
N D L
E G
E N
D
U P
R O J E
C T S \1
\L
L e v e e
R in g P h a s e
W P -4
D \3
P la n n in g E n g in e e ri n g D e s ig n \3
A
A E n g in e e ri n g D e s ig n \C
A D
B
IM
S h e e ts \F
M M
D
G I1 d
E L E
V A
T
IO
N
E L E
V A
T
IO
N
AR 0+00 AR 0+50 AR 1+00 AR 1+50 AR 2+00 AR 2+50 AR 3+00 AR 3+50 AR 4+00 AR 4+50 AR 5+00 AR 5+50 AR 6+00 AR 6+50 AR 7+00 AR 7+50 AR 8+00 AR 8+50 AR 9+00 AR 9+50 AR 10+00 AR 10+50 AR 11+00 AR 11+50 AR 12+00 AR 12+50 AR 13+00
-1.70% -0.02%
EXIST GROUND
FINISHED GROUND
ACCESS ROAD
MAIN AVENUE
MATCH EXIST
(SEE SHEET CP302)
TYPICAL SECTION G
P V I
A R
.6
E L
.8
TIE INTO ACCESS ROAD
CONSTRUCTION
STA AR 12+89
EL 914.55
BEGIN ACCESS ROAD
CONSTRUCTION
STA AR 0+65.62
EL 916.08
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
M A
IN
A
V E
N U
E
MATCH EXIST
STA AR 0+66
CONSTRUCTION
BEGIN ACCESS ROADWAY
WORK LIMITS
G
CP302
SEE NOTE 1
WORK LIMITS
= STA B 119+00
STA AR 12+89
ROADWAY CONSTRUCTION
TIE INTO ACCESS
A R
A
CS502
INSTALL GATE @ STA AR 1+50
ROAD CONTROL LINE
PUMP STATION ACCESS
13-9M
VERTICAL SCALE
HORIZONTAL SCALE
NREFERENCES: SHEET ID: NOTES:
C O
M B
IN
E D S
C A
L E F
A C
T O
R
C S
F .9
N D S
P C
S S
O U
T H Z
O N
E U
S S
U R
V E
Y F
E E
T G
E O
ID
N A
D
N A
V D
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
MV
CMG
CMG
JDE
CP109
PLAN AND PROFILE VIEW
0 10' 20'
0 50' 100'
FMM43D_CP109---.dgn
1014-230
N
KEY PLAN
PUMP STATION ACCESS ROAD STA AR 0+66 - AR 12+89
P U
M P S
T A
T
IO
N A
C C
E S
S R
O A
D P
L A
N A
N D P
R O
F
IL
E
ACCESS ROADWAY CONSTRUCTION PLAN.
REFER TO CJ401 FOR ADDITIONAL 1.
CONTROL DATA
DETAILS
TYPICAL SECTIONS
CP601
CS502
CP302
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C A
S S C
O U
N T
Y
N O
R T
H D
A K
O T
A
W O
R K P
A C
K A
G E
C
D
O X
B O
W H
IC
K S
O N B
A K
K E R
IN
G L
E V
E E P
H A
S E C
D
F O
R C
O N S T R
U C T
IO
N :5
:5
P
M /1
/2
P lo t
U P
R O J E
C T S \1
\L
L e v e e
R in g P h a s e
W P -4
D \3
P la n n in g E n g in e e ri n g D e s ig n \3
A
A E n g in e e ri n g D e s ig n \C
A D
B
IM
S h e e ts \F
M M
D
C P d
O
M B
IN
E D S
C A
L E F
A C
T O
R
C S
F .9
N D S
P C
S S
O U
T H Z
O N
E U
S S
U R
V E
Y F
E E
T G
E O
ID
N A
D
N A
V D
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
MV
CMG
CMG
JDE
1014-230
FMM43D_CP302---.dgn
CP302
NOTES: REFERENCES: SHEET ID:
CONTROL LINE DATA
ROADWAY DETAILS
CP601
CP503
E TYPICAL SECTION
0 10' 20'
0 2' 4'
VERTICAL SCALE
HORIZONTAL SCALE
CP107 FIRST AVENUE
G TYPICAL SECTION
0 10' 20'
0 2' 4'
VERTICAL SCALE
HORIZONTAL SCALE
CP109
F TYPICAL SECTION
CP108
PUMP STATION ACCESS ROAD
THIRD STREET
0 10' 20'
0 2' 4'
VERTICAL SCALE
HORIZONTAL SCALE
T Y
P
IC
A L C
R O
S S S
E C
T
IO
N S R
O A
D W
A Y
S
THE CONTRACTOR ON CUBIC YARD BASIS.
SHOWN IN THE TABLE, ADDITIONAL PAYMENT WILL BE MADE TO
ON SHEET B-101. FOR STRIPPING DEEPER THAN THE DEPTH
TOPSOIL SHALL BE STRIPPED TO A DEPTH AS SHOWN IN TABLE 1.
06/02/2017
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FILE NAME:
C
C A
S S C
O U
N T
Y
N O
R T
H D
A K
O T
A
W O
R K P
A C
K A
G E
C
D
O X
B O
W H
IC
K S
O N B
A K
K E R
IN
G L
E V
E E P
H A
S E C
D
F O
R C
O N S T R
U C T
IO
N :0
:2
P
M /1
/2
P lo t
U P
R O J E
C T S \1
\L
L e v e e
R in g P h a s e
W P -4
D \3
P la n n in g E n g in e e ri n g D e s ig n \3
A
A E n g in e e ri n g D e s ig n \C
A D
B
IM
S h e e ts \F
M M
D
C P d g n
2.50%2.50%
2.50% 2.50%
FINISHED GROUND
1ST AVENUE
10ft
2% 2%
C
50403020100-10-20-30-40-50
ROAD FINISHED GROUND
PUMP STATION ACCESS
EXIST GROUND
7.5ft
50403020100-10-20-30-40-50
920 920
E L E
V A
T
IO
N
E L E
V A
T
IO
N
10ft
E L E
V A
T
IO
N
E L E
V A
T
IO
N
920920
100-10-20-30-40-50 20 40 5030
FINISHED GROUND
THIRD STREET
EXIST GROUND
ROAD CONTROL LINE
10ft
C
10ft
ROAD CONTROL LINE
C
E L E
V A
T
IO
N
E L E
V A
T
IO
N
7.5ft
V :4
H
EXIST GROUND
ROAD CONTROL LINE
V :4
H
AND SCARIFY
STRIP EXIST TOPSOIL
CP503
CP503
CP503
M B
IN
E D S
C A
L E F
A C
T O
R
C S
F .9
N D S
P C
S S
O U
T H Z
O N
E U
S S
U R
V E
Y F
E E
T G
E O
ID
N A
D
N A
V D
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
MV
CMG
CMG
JDE
1014-230
FMM43D_CP502---.dgn
D E
T A
IL
S R
O A
D W
A Y
S
CP503
CP301
NOT TO SCALE
MAIN AVENUE
STREET DETAIL
CP301
NOT TO SCALE
MAIN AVENUE
STREET DETAIL
CP301
NOT TO SCALE
MAIN AVENUE
STREET DETAIL
CP301
NOT TO SCALE
OXBOW DRIVE
STREET DETAIL
CP302
NOT TO SCALE
STREET DETAIL
CP302
NOT TO SCALE
STREET DETAIL
PUMP STATION ACCESS ROAD
FIRST AVENUE AND THIRD STREET
NOTES:
END OF THE CONSTRUCTION TO LEAVE THE ROAD IN GOOD CONDITION.
OF THE CONSTRUCTION. 3in GRAVEL BASE COURSE SHALL BE ADDED AT THE
THE FIRST AVENUE AND THIRD STREETS BE MAINTAINED DURING THE COURSE 2.
2.5in MAX. PER LIFT.
GUTTER DETAILS ON SHEET CP501. ASPHALT SHALL BE INSTALLED IN 3 LIFTS,
PROFILE SHEETS FOR EXACT LOCATIONS OF EACH TYPE. REFER TO CURB AND
BOTH HIGH BACK AND MOUNTABLE CURB SHOWN. REFER TO PLAN AND 1.
CP106
NOT TO SCALE
STREET DETAIL
2ND STREET ACCESS ROAD
06/02/2017
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C A
S S C
O U
N T
Y
N O
R T
H D
A K
O T
A
W O
R K P
A C
K A
G E
C
D
O X
B O
W H
IC
K S
O N B
A K
K E R
IN
G L
E V
E E P
H A
S E C
D
F O
R C
O N S T R
U C T
IO
N :0
:3
P
M /1
/2
P lo t
U P
R O J E
C T S \1
\L
L e v e e
R in g P h a s e
W P -4
D \3
P la n n in g E n g in e e ri n g D e s ig n \3
A
A E n g in e e ri n g D e s ig n \C
A D
B
IM
S h e e ts \F
M M
D
C P d g n
6in EXIST GRAVEL
DITCH BOTDITCH BOT
DITCH BOT
1% 1%
1V:4H 1V:4H
1V:4 H
1V:4 H
5ft 5ft
EXIST GROUND
2.5ft 2.5ft
DRAINTILE (TYP.)
4in PERFORATED PVC
1%
1V:4H
1V:4 H
5ft
KNOCKDOWN CURB
SLOPE TO MATCH EXIST.
CP501
CP501
EXIST GROUND
1V:4 H
BASE COURSE
PLACE 3in GRAVEL
CP501
CP501
CP501
CURB & GUTTER BOTH SIDES
PLPL
DRIVEWAY
STRIP TOPSOIL
STRIP TOPSOIL
STRIP TOPSOIL
1V:4H
REINFORCEMENT FABRIC
1V:4 H 1V:4H
7in ASPHALT
FABRIC
REINFORCEMENT
2.5%2.5%
8.5ft8.5ft 14ft14ft
DITCH BOT
7in AGGREGATE BASE
ROADWAY CONTROL LINE
1%
1V:4H 1V:4
H
5ft
EXIST GROUND
2.5ft 2.5ft
DRAINTILE (TYP.)
4in PERFORATED PVC
CURB & GUTTER BOTH SIDES
7in ASPHALT
FABRIC
REINFORCEMENT
EXIST GROUND
CL
DITCH BOT
BEHIND CURB BOTH SIDES
EMBANKMENT AS NEEDED
2.5%2.5%
3ft 8.5ft
14ft14ft
7in AGGREGATE BASE
ROADWAY CONTROL LINE
1V:4H
7.5ft7.5ft
1% 1%
1V:4H 1V:4
H
5ft
2.5ft
DRAINTILE (TYP.)
4in PERFORATED PVC
2.5ft
REINFORCEMENT FABRIC
7in ASPHALT
FABRIC
REINFORCEMENT
CL
2.5%2.5%
8.5ft 8.5ft
14ft14ft
7in AGGREGATE BASE
BEHIND CURB BOTH SIDES
EMBANKMENT AS NEEDED
ROADWAY CONTROL LINE
7in AGGREGATE BASE
CL
60ft RIGHT OF WAY
DRAINTILE (TYP.)
4in PERFORATED PVC
FABRIC
REINFORCEMENT
DRAINTILE (TYP.)
4in PERFORATED PVC
AND SEED BOTH SIDES
REPLACE 6in TOPSOIL
NEEDED BEHIND CURB
EMBANKMENT AS
STRIP TOPSOIL
STRIP TOPSOIL
2.5%
10ft10ft
2.5%
ROADWAY CONTROL LINE
EXIST GROUND
% VARIES
2.5% 2.5%
% VARIES
2ft 2ft
27ft PAYLIMITS FOR SUBGRADE PREPARATION, FABRIC AND AGGREGATE BASE
25ft
21ft
10.5ft 10.5ft
BEHIND CURB
EMBANKMENT AS NEEDED
BEHIND CURB
EMBANKMENT AS NEEDED
7in ASPHALT
AND SEED BOTH SIDES
REPLACE 6in TOPSOIL
REPLACE 6in TOPSOIL AND SEED
CL
2.0%
AND SEED BOTH SIDES
REPLACE 6in TOPSOIL
ROADWAY CONTROL LINECL
ROADWAY CONTROL LINE
7.5ft7.5ft
2.0%
6in AGGREGATE BASE
CL
BOTH SIDES
EMBANKMENT AS NEEDED
REPLACE 6in TOPSOIL AND SEED
EXIST GROUND4.0%
AND SEED BOTH SIDES
REPLACE 6in TOPSOIL
4.0% 4.0%
ROADWAY CONTROL LINECL
AND SEED BOTH SIDES
REPLACE 6in TOPSOIL
6in AGGREGATE BASE BOTH SIDES
EMBANKMENT AS NEEDED
CP7
TR
AN
S
TR
AN
S
TRANS
TRANS
ELECTRICAL BUILDING
B 125+30 B 126+30
B 127+10
STA B 125+80.00
INSTALL GATE @
STA B 127+67.00
INSTALL GATE @
BEGIN OUTSIDE DITCH
STA OD 0+17.52 =
STA B 126+13.43
FLOW
FLOW
A
CS301
B
CS301
CS401
C O
U N T Y R
O A
D
13-10M
1V:4H
1V:5H
1V:5H
1V:5H
LEVEE GATEWELL TURNOUT
WORK LIMITS
60" RCP GRAVITY DRAIN
PUMP STATION
GATEWELL
14-23M
1V:5H
B 122+18
B 121+20
AGGREGATE PARKING AREA
ROAD FOOTPRINT
PUMP STATION ACCESS
EXIST SURCHARGE
1V:5H
1V:4H
SEE NOTE 2
CONTROL LINE
CULTURAL RESOURCE
WORK LIMITS
ROAD RAISE FOOTPRINT
1V:4H
1V:4H
1V:8H
1V:8H
C
CS302
D
CS302
B 128+00
A
CS502
END OUTSIDE DITCH
STA OD 8+30
CONTROL LINE
OUTSIDE DITCH
BEGIN TOP OF LEVEE
STA B 119+00
LEVEE CONTROL LINE
TOP OF LEVEE
STA B 128+06.48 = STA C 0+00
PI-OD4
O D
O D
O D
O D
O D
O D
O D
O D
O D
PI-OD1
PI-OD2
PI-OD3 1V:5H
1V:5H
NORTH BORROW SITE
B 121+44 T R
A N
S
1V:5H
T R
A N
S
B 121+94
CH
CH
CH
TRANSITION
SIDE SLOPE
TRANSITION
SIDE SLOPE
CH
(SEE SHEET CS301)
TYPICAL SECTION B
TRANSITION
SIDE SLOPE
BEGIN INSPECTION TRENCH
STA B 119+00
BEGIN TOP OF LEVEE
STA B 119+00
EL 927.60
INSPECTION TRENCH
STA B 128+06.48 = STA C 0+00
B 117+00 B 117+50 B 118+00 B 118+50 B 119+00 B 119+50 B 120+00 B 120+50 B 121+00 B 121+50 B 122+00 B 122+50 B 123+00 B 123+50 B 124+00 B 124+50 B 125+00 B 125+50 B 126+00 B 126+50 B 127+00 B 127+50 B 128+00 B 128+50 B 129+00 B 129+50 B 130+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
6ft MIN
SLOPE = 0.0000
(SEE SHEET CS301)
TYPICAL SECTION A
01 OCT 13
13-10M 14-23M
21-25 FEB 14
CH
FOR CONTINUATION
SEE BORING LOG
SHEET B-201
FOR CONTINUATION
SEE BORING LOG
SHEET B-203
ROAD 81
EXIST COUNTY
BOT OF INSPECTION TRENCH
60in RCP GRAVITY DRAIN
BOTTOM EL 924.63
(4) 16in HDPE PIPES
EL 927.60
TOP OF LEVEE
EXIST GROUND
EXIST GROUND
TOP OF LEVEE TO
1V:4H TRANSITION
TO EXIST GROUND
INSPECTION TRENCH
1V:4H TRANSITION
FOR DETAILS)
(SEE VOLUME 3 OF 4
ROAD RAISE
TRANSITION
SIDE SLOPE
(SEE SHEET CS301)
TYPICAL SECTION A (SEE SHEET CS302)
TYPICAL SECTION D
See Sheet CU110
2in CONDUITS
(SEE SHEET CS302)
TYPICAL SECTION C
STA B 128+06.48 = STA C 0+00
EL 927.60
CH
CS502
A
B
B
B
B
B
B
B
B
PI-B9
B 119+00
B 128+00
REFERENCES: SHEET ID: NOTES:
MV
CMG
CMG
JDE
FMM43D_CS101---.dgn
C O
M B
IN
E D S
C A
L E F
A C
T O
R
C S
F .9
N D S
P C
S S
O U
T H Z
O N
E U
S S
U R
V E
Y F
E E
T G
E O
ID
N A
D
N A
V D
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
CS101
N
HORIZONTAL SCALE
VERTICAL SCALE
0 10' 20'
0 50' 100'
PLAN AND PROFILE VIEW
1014-230
REFERENCES: SHEET ID:
N
KEY PLAN
WP-43D LEVEE STA B 119+00 - B 128+06.48
L E
V E
E P
L A
N A
N D P
R O
F
IL
E S
T A B
B
.4
M A T C
H L
IN
E S
E E S
H E E T C
S
GATE WELL TURNOUT
DETAIL PLAN - LEVEE
TYPICAL SECTIONS
PROFILE - OUTSIDE DITCH
PUMP STATION ACCESS ROAD
PLAN AND PROFILE -
AND PARKING AREA
GRADING - MAINTENANCE ROAD
STORM WATER OUTLET PLAN
CS401
CS301, CS302
CS201
CP109
CJ401
CJ101
UTILITIES TO BE REMOVED UNDER THIS CONTRACT.
REFERENCE. REFER TO REMOVAL SHEETS FOR EXISTING
4. EXISTING UTILITIES ARE SHOWN IN PLAN VIEW ONLY AS A
COMPLETED UNDER ENTIRE LEVEE ALIGNMENT.
3. FULL DEPTH INSPECTION TRENCH EXCAVATION SHALL BE
QUALIFIED PROFESSIONAL ARCHAEOLOGIST.
RIVERWARD OF THIS LINE SHALL BE MONITORED BY A
2. ALL EXCAVATION AND STRIPPING OPERATIONS DONE
LEVEE CONTROL LINE.
1. THE ELEVATION SHOWN ON THE PROFILE IS AT THE
06/02/2017
UTILITIES
GATE WELL PLANS
PUMP STATION PLANS
CONTROL LINE DATA
DETAILS
CU110
SK101
SJ101
CS601
CS502
H O
U S
T O
N M
O O
R E G
R O
U P
DRAWN BY:
CHECKED BY:
PROJECT No.
DATE:
REVISED:
REVISED:
PROJ. MANAGER:
PROJ. DESIGNER:
REVISED:
54321
D
B
A
RECORD:
FILE NAME:
C
C A
S S C
O U
N T
Y
N O
R T
H D
A K
O T
A
W O
R K P
A C
K A
G E
C
D
O X
B O
W H
IC
K S
O N B
A K
K E R
IN
G L
E V
E E P
H A
S E C
D
F O
R C
O N S T R
U C T
IO
N :0
:0
P
M /1
/2
P lo t
U P
R O J E
C T S \1
\L
L e v e e
R in g P h a s e
W P -4
D \3
P la n n in g E n g in e e ri n g D e s ig n \3
A
A E n g in e e ri n g D e s ig n \C
A D
B
IM
S h e e ts \F
M M
D
C S d
M B
IN
E D S
C A
L E F
A C
T O
R
C S
F .9
N D S
P C
S S
O U
T H Z
O N
E U
S S
U R
V E
Y F
E E
T G
E O
ID
N A
D
N A
V D
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
MV
CMG
CMG
JDE
FMM43D_CS201---.dgn
CS201
REFERENCES: SHEET ID:
CS601
PROFILE VIEW
VERTICAL SCALE
HORIZONTAL SCALE
0 10' 20'
0 50' 100'
OUTSIDE DITCH
1014-230
DITCH CONTROL LINE DATA
O U
T S
ID
E D
IT
C H P
R O
F
IL
E
06/02/2017
H O
U S
T O
N M
O O
R E G
R O
U P
DRAWN BY:
CHECKED BY:
PROJECT No.
DATE:
REVISED:
REVISED:
PROJ. MANAGER:
PROJ. DESIGNER:
REVISED:
54321
D
B
A
RECORD:
FILE NAME:
C
C A
S S C
O U
N T
Y
N O
R T
H D
A K
O T
A
W O
R K P
A C
K A
G E
C
D
O X
B O
W H
IC
K S
O N B
A K
K E R
IN
G L
E V
E E P
H A
S E C
D
F O
R C
O N S T R
U C T
IO
N :0
:3
P
M /1
/2
P lo t
U P
R O J E
C T S \1
\L
L e v e e
R in g P h a s e
W P -4
D \3
P la n n in g E n g in e e ri n g D e s ig n \3
A
A E n g in e e ri n g D e s ig n \C
A D
B
IM
S h e e ts \F
M M
D
C S d g n
EXIST GROUND
FINISHED GROUND
DITCH BOTTOM
E L E
V A
T
IO
N
E L E
V A
T
IO
N
OD 10+00OD 9+50OD 9+00OD 8+50OD 8+00OD 7+50OD 7+00OD 6+50OD 6+00OD 5+50OD 5+00OD 4+50OD 4+00OD 3+50OD 3+00OD 2+50OD 2+00OD 1+50OD 1+00OD 0+50OD 0+00OD -0+50OD -1+00OD -1+50OD -2+00
ROADWAY DITCH
MATCH EXIST HWY 81
EXIST GROUND
1V:4H TRANSITION TO
END OUTSIDE
DITCH CONSTRUCTION
STA OD 8+30.00
EL 911.73
BEGIN OUTSIDE
DITCH CONSTRUCTION
STA OD 0+17.52
EL 911.33
FLOW SLOPE = 0.0005
NOTES:
A
MV
CMG
CMG
JDE
FMM43D_CS301---.dgn
C O
M B
IN
E D S
C A
L E F
A C
T O
R
C S
F .9
N D S
P C
S S
O U
T H Z
O N
E U
S S
U R
V E
Y F
E E
T G
E O
ID
N A
D
N A
V D
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
TYPICAL SECTION
CS101
HORIZONTAL SCALE
VERTICAL SCALE
10'5'0
100'50'0
B TYPICAL SECTION
CS101
HORIZONTAL SCALE
VERTICAL SCALE
10'5'0
100'50'0
CS301
T Y
P
IC
A L S
E C
T
IO
N S S
T A B
B
STA B 121+44 - STA B 121+94
1014-230
REFERENCES: SHEET ID:
STA B 122+18 - STA B 125+30
STA B 119+00 - STA B 121+20
CS601
CS501
CONTROL LINE DATA
DETAILS
SECTION B. REFER TO CS101 AND CJ102 FOR PIPE VIEWS.
4. PUMP STATION DISCHARGE PIPES ARE NOT SHOWN IN
120+30.
AND PARKING LOT VARIES FROM STA B 120+15 TO STA B
FROM TOE OF LEVEE TO PUMP STATION ACCESS ROAD
LEVEE TOE FROM STA B 119+00 TO STA 120+15. DISTANCE
3. PUMP STATION ACCESS ROAD RUNS PARALLEL WITH
BASIS.
WILL BE MADE TO THE CONTRACTOR ON CUBIC YARD
THE DEPTH SHOWN IN THE TABLE, ADDITIONAL PAYMENT
BE ON SQUARE YARD BASIS. FOR STRIPPING DEEPER THAN
TABLE ON SHEET B-101. PAYMENT OF THE STRIPPING WILL
2. TOPSOIL SHALL BE STRIPPED TO A DEPTH AS SHOWN IN
STEEPER THAN 1V ON 1H.
STABLE, MEET OSHA CRITERIA, BUT IN NO CASE BE
SLOPES. THE EXPLORATION TRENCH SLOPES SHOULD BE
1. CONTRACTOR TO DETERMINE EXPLORATION TRENCH SIDE
06/02/2017
H O
U S
T O
N M
O O
R E G
R O
U P
DRAWN BY:
CHECKED BY:
PROJECT No.
DATE:
REVISED:
REVISED:
PROJ. MANAGER:
PROJ. DESIGNER:
REVISED:
54321
D
B
A
RECORD:
FILE NAME:
C
C A
S S C
O U
N T
Y
N O
R T
H D
A K
O T
A
W O
R K P
A C
K A
G E
C
D
O X
B O
W H
IC
K S
O N B
A K
K E R
IN
G L
E V
E E P
H A
S E C
D
F O
R C
O N S T R
U C T
IO
N :0
:3
P
M /1
/2
P lo t
U P
R O J E
C T S \1
\L
L e v e e
R in g P h a s e
W P -4
D \3
P la n n in g E n g in e e ri n g D e s ig n \3
A
A E n g in e e ri n g D e s ig n \C
A D
B
IM
S h e e ts \F
M M
D
C S d g n
TOP OF LEVEE
V :5
H
-400 -350 -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 350 400
E L E
V A
T
IO
N
E L E
V A
T
IO
N
LEVEE CONTROL LINEC
CS501
V :5
H
V :4
H
10ft
OUTSIDE DITCH
20 ft MIN
6ft MIN
5ft
SEEDING LIMITS
V :5
H
EXIST GROUND
10ft
INSPECTION TRENCH
50ft MIN
E L E
V A
T
IO
N
E L E
V A
T
IO
N
-400 -350 -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 400350
6ft MIN
CS501
5ft
INSPECTION TRENCH
OD CONTROL LINE
50ft MIN
C
30ft
LEVEE CONTROL LINEC
CS501
V :4
H
V :5
H
5ft
EXIST GROUND
(TO BE REMOVED)
EXIST SURCHARGE PILE
1V:5H 1V:5H
20ft MIN
MAINTENANCE ROAD DITCH
AGGREGATE PARKING AREA
ROAD DITCH
MAINTENANCE
AGGREGATE MAINTENANCE ROAD
BLANKET MATERIAL TO EL 912.00
REMOVE SURCHARGE AND SAND
DITCH ELEVATION VARIES
DITCH ELEVATION VARIES
2%
FILL
IMPERVIOUS
2%
2%
2%
CS501
C OD CONTROL LINE
6in TOPSOIL AND SEEDING
6in TOPSOIL AND SEEDING
AND SCARIFY
STRIP EXIST TOPSOIL
INSIDE
INSIDE
FILL
IMPERVIOUS
SEEDING BOTH SIDES
6in TOPSOIL AND
OUTSIDE
OUTSIDE
CS501
CS501
10ft
OUTSIDE DITCH
SEEDING LIMITS
SEEDING LIMITS
SEEDING LIMITS
VARIES
VARIES
SEEDING BOTH SIDES
6in TOPSOIL AND
VICINITY MAP
FORCE MAIN RELOCATION FOR OHB
LEVEE AT OXBOW
PROJECT AREA
FOR C
ONSTRUCTIO
LIFT
STATION
#1
Overall Layout & Table of Contents
004 1
PROJECT # FM-15-H2
FOR C
FLUSHING MANHOLE - TYPE "E"
NO SCALE
FORCE MAIN TRENCH
NO SCALE
CARRIER PIPE - CASING PIPE ENTRANCE DETAIL
NO SCALE
General Details
020 1
PROJECT # FM-15-H2
FOR C
INSULATION FOR FORCE MAIN
PLAN: CATHODIC PROTECTION 18" STEEL CASING PIPES
NO SCALE
SECTION: STEEL CASING PIPE CATHODIC PROTECTION
NO SCALE
General Details
020 2
PROJECT # FM-15-H2
FOR C
Pipe & Structure Schedules
050 1
PROJECT # FM-15-H2
FOR C
Main Street Force Main
055 1
PROJECT # FM-15-H2
FOR C
055 2
PROJECT # FM-15-H2
FOR C
055 3
PROJECT # FM-15-H2
FOR C
North Easement Force Main
055 4
PROJECT # FM-15-H2
FOR C
055 5
PROJECT # FM-15-H2
FOR C
055 6
PROJECT # FM-15-H2
FOR C
055 7
PROJECT # FM-15-H2
FOR C
SPECIAL INSTRUCTIONS TO BIDDERS
5/3/2017 8:39:40 AM Q:\Projects\17000\17000\17035\Project Manual\Plans - PDF\Force Main PDF\SIB_FM-15-H2 FINAL_2017-05-02.docxIMP. DIST# FM-15-H2 SECTION NO. 210 | SHEET NO. 1
1. GENERAL
The most current version of the City of Fargo Standard Specifications for Construction (revised 2015) and the attached General Specifications, along with these Special Instructions, shall govern the construction of the work shown in the Volume 4 of 4 drawings specific to the installation of the City of Fargo sanitary sewer pipe unless noted in the following Special Instructions to Bidders. All other work shall be governed by the technical specifications in Volume 1 of 4.
Specifications can be downloaded at www.cityoffargo.com/ConstructionSpecifications. Be sure to review the Summary of Revisions document prior to bidding.
2. FURNISH MANHOLE CASTING & COVER
This bid item shall include providing a Neenah R-1733 manhole frame, solid lid with self-sealing lid and concealed pick bar or approved equal.
3. 1 ¼” TRENCH FOUNDATION ROCK (Bid Purpose Item)
This bid item has been included as a bid purpose item for “upgrading” the pipe embedment and encasement up to 6” above the top of the pipe for PVC pipe and to the spring line for RCP. All costs for rock needed in over-excavated areas shall be incidental to the lineal foot price. This bid item shall be used at the sole discretion of the Engineer or his representative and shall be paid in addition to the lineal foot price of the pipe being installed.
4. FORCE MAINS AND FITTINGS
Force mains shall be PVC pipe and fittings shall meet the requirements of Section 1300 – Water Mains of the City of Fargo Standard Specifications. Pressure and leakage testing will be required, but disinfection and bacteriological testing is not required for this work.
5 STEEL CASING PIPE
Steel casing pipe shall be furnished and installed as shown in the Drawings in accordance with the following specifications.
PART 1: GENERAL
1.01 SUMMARY
A. Section includes:
1. Coated steel pipe to be used at the levee crossing for the City of Fargo Sanitary Force Mains.
1.02 MEASURMENT AND PAYMENT
A. Casing pipe furnished and installed will be measured and paid for at the Contract Unit Price per linear foot installed.
B. Payment shall include:
1. Coated Steel Pipe
2. Controlled Low Strength Material (CLSM) backfill in accordance with the Drawings
3. Concrete plug on each end of the casing pipe in accordance with these specifications and the Drawings.
C. PVC force main pipe shall be paid for separately under the various force main items.
1.02 REFERENCES
A. The following are complete titles of references cited in this Section. The date of the standard is that in effect as of the purchase agreement date.
1. API SPEC 5L, (45th Edition, 2012) Specification for Line Pipe
2. API STANDARD 1104, (21st Edition, 2013) Welding of Pipelines and Related Facilities
3. NACE RP0394, (2002) Application, Performance, and Quality Control of Plant-Applied, Fusion-Bonded Epoxy External Pipe Coating
4. SSPC-SP1, Solvent Cleaning
5. SSPC-SP10, Near-White Metal Blast
6. SSPC-VIS-1-89, Visual Standard for Abrasive Blast Cleaned Steel
B. The following are a complete list of titles of engineering, environmental, and safety associations whose codes and standards affect the design of the equipment in this section. It is Contractor’s responsibility to review published codes and standards from the following list.
1. American Petroleum Institute (API)
2. Society of Protective Coatings (SSPC)
3. National Association of Corrosion Engineers (NACE)
1.03 SYSTEM DESCRIPTION
A. Design Requirements
1. 18” NPS, 0.375” wall thickness, API-5L X46 PSL2 line pipe and meet all the necessary requirements for that pipe.
2. Factory internal and external fusion-bonded epoxy (FBE) coating according to section 2.01.
3. Furnish 40’ to 50’ unjointed lengths with ends beveled for welding as per API-5L.
B. Performance Requirements
1. Conform to all test requirements for API-5L PSL2.
1.04 SUBMITTALS
A. Provide all submittals required by API-5L for PSL2 pipe.
1.05 DELIVERY, STORAGE, HANDLING
A. Ship with caps to protect the inside during shipping.
B. Load, ship, and unload carefully to avoid damage to the factory coating.
PART 2: PRODUCTS
FOR CONSTRUCTION
http://www.cityoffargo.com/ConstructionSpecifications
SPECIAL INSTRUCTIONS TO BIDDERS
5/3/2017 8:39:40 AM Q:\Projects\17000\17000\17035\Project Manual\Plans - PDF\Force Main PDF\SIB_FM-15-H2 FINAL_2017-05-02.docxIMP. DIST# FM-15-H2 SECTION NO. 210 | SHEET NO. 2
2.01 FINISHES
A. Surface Preparation for Internal/External Coatings
1. Prepare interior and exterior pipe surface per the coating manufacturer’s instructions prior to coating including, but is not limited to, the following steps:
a. Solvent clean per SSPC-SP1.
b. Blast per SSPC-SP10.
c. Clean of all blasting debris.
d. Visually inspect per SSPC-VIS-1-89.
B. External Coating Requirements
1. Coat per the FBE manufacturer’s instructions
2. Minimum coating thickness: 12 mils;
3. Maximum coating thickness: 16 mils.
4. Provide finished coating free of runs, orange peel, lumps or unreacted powder, and debris when visually inspected.
5. Provide coating cutback length 2-3 inches on both ends of the pipe to allow for welding.
6. Overcoating of coated pipe is not permitted.
7. Repair weld joint areas after welding is complete.
8. External Coating Material
a. Shop applied coating: 3M Scotchkote 6233P (or equivalent coating that meets
NACE RP0394)
b. For repairs and weld areas: 3M…
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