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RAILWAY
Legend
4. Topsoil shall be paid for at plan quantity.
Excavated Material Berms (EMBs).
3. "Topsoil Placement" bid item for the mainline track includes topsoil placed on the mainline track and
evenly over the Excavated Material Berms (EMBs).
2. Topsoil shall be spread on the railway inslopes to a minimum depth of 6". Remaining topsoil shall be spread
1. Topsoil stripping is based on the removal of the top 12" of topsoil within the railway construction limits.
Notes:
4. The price bid for "Surcharge" shall include all costs associated with placement and removal of surcharge material.
If surcharge material does not meet material requirements no additional payment will be made for disposal of the material offsite.
3. Surcharge material is to be used as railway embankment, provided it meets requirements and approval by the Engineer.
2. Excess excavated material shall be placed on the Excavated Material Berms shown in the FMM Diversion Reach 6 Channel Plans.
1. This computation report is not a balance sheet. The Contractor shall calculate its own balance of materials.
Notes:
Quarter Corner Section
Corner Section
R/W Monument
Iron Monument
GPS-RTK PT
Monument Found
R/W Marker
Reference Marker
Guy Wire
Overhead Power Wire
Large Tree
Gravel Surface Line
Concrete Surface Line
Asphalt Surface Line
Overhead Sign
Private Sign
Highway Sign
Rail Road Sign with Cross Arm
Rail Road Crossing Sign
Rail Road Line
Post
Telephone Pole
Power Pole
Gas Pipe
Telephone Pedestal
UtilityMarker
Electric Meter
Telephone Line
Fiber Optic Line
Fence Line
Flow Line
Electric Line
Culvert Line
Brush/Shrub
Electric Locker Vault
Box Culvert Line
Construction Limits
Railroad R/W
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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PRELIMINARY
11
FMMDR6 1
FMM Diversion Reach 6
BNSF Railroad
Earthwork Summary & Legend
RAILWAY
BNSF
55
+00
50
+00
45
+00
40
+00
35
+00
30
+00
25
+00
20
+00
15
+00
10
+00
5+00
ST 51
+77.82
CS 51
+37.82
SC 48
+24.25
TS 47
+84.25
PI 35
+88.19
PI 23
+47.58
ST 11
+50.89
CS 11
+10.89
SC 7
+97.31
TS 7
+57.31
PI 9
+54.42
TS 21
+50.48
SC 21
+90.48
CS 25
+04.05
ST 25
+44.05
TS 33
+91.09
SC 34
+31.09
CS 37
+44.66
ST 37
+84.66
PI 49
+81.35
Curve C24
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 49+81.35
Curve C23
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 35+88.19
Curve C22
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 23+47.58
Curve C21
R = 2,455.70
Ls = 40.00
Ts = 197.11
PI = 9+54.42
L = 313.57
120
+00
115
+00
110
+00
105
+00
100
+00
95
+00
90
+00
85
+00
80
+00
75
+00
Proposed FMM Diversion
Cass Cou
nty Roa
d 20
93rd St N
Work AreaPhase 1
During Phase 1 construction, trains shall operate on the existing BNSF line.
to connect the shoofly.
No construction shall be allowed on the existing BNSF line, except temporary closures
embankment construction to allow for settlement mitigation.
and track placement shall not occur until a minimum of 6 months after completion of
The Contractor shall construct the new embankment and subballast for the shoofly. Ballast
existing BNSF line in order to keep the line in service during mainline construction.
Phase 1 construction shall consist of constructing a shoofly north of the
Notes:
Temp. Construction Easement
200’ 200’
Sta 100+00.00
‘ Diversion Channel =
Shoofly 51+77.82
Mainline 116+97.11 =Shoofly 7+57.31
Mainline 73+02.89 =
R Mrk 9BM 100
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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purposes.
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is preliminary
This document
PRELIMINARY
20
FMMDR6 1
FMM Diversion Reach 6
BNSF Railroad
Phase 1 Construction
RAILWAY
BNSF
55
+00
50
+00
45
+00
40
+00
35
+00
30
+00
25
+00
20
+00
15
+00
10
+00
5+00
ST 51
+77.82
CS 51
+37.82
SC 48
+24.25
TS 47
+84.25
PI 35
+88.19
PI 23
+47.58
ST 11
+50.89
CS 11
+10.89
SC 7
+97.31
TS 7
+57.31
PI 9
+54.42
TS 21
+50.48
SC 21
+90.48
CS 25
+04.05
ST 25
+44.05
TS 33
+91.09
SC 34
+31.09
CS 37
+44.66
ST 37
+84.66
PI 49
+81.35
Curve C24
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 49+81.35
Curve C23
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 35+88.19
Curve C22
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 23+47.58
Curve C21
R = 2,455.70
Ls = 40.00
Ts = 197.11
PI = 9+54.42
L = 313.57
120
+00
115
+00
110
+00
105
+00
100
+00
95
+00
90
+00
85
+00
80
+00
75
+00
Work AreaPhase 2
Proposed FMM Diversion
Cass Cou
nty Roa
d 20
93rd St N
During Phase 2 construction, trains shall operate on the shoofly.
No construction activities shall be allowed on the shoofly.
once the required settlement has be obtained.
Construction activities from Sta 93+93.06 to Sta 104+77.12 shall only resume
approximately 6 months. See Section 20 Sheet 3 for additional details.
Sta 93+93.06 to Sta 104+77.12. The surcharge will remain in place for
proposed ballast) prior to performing any other construction activities from
480 (+/- 20) psf, over the new embankment (measured from the top of the
surcharge material, or enough material to achieve a surcharge pressure of
The Contractor shall construct the new embankment to grade and place 4’ of
proposed FMM Diversion.
Sta 77+70 to Sta 112+05 and construction of a proposed BNSF bridge over the
Phase 2 construction shall consist of reconstructing the existing BNSF line from
Notes:
200’
Sta 100+00.00
‘ Diversion Channel =
Temp. Construction Easement
200’
Shoofly 51+77.82
Mainline 116+97.11 =Shoofly 7+57.31
Mainline 73+02.89 =
R Mrk 9BM 100
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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PRELIMINARY
20
FMMDR6 2
FMM Diversion Reach 6
BNSF Railroad
Phase 2 Construction
RAILWAY
the requirements above but is subject to approval by the Engineer.
Embankment material outside the above stated limits may be material from on site locations not meeting2)
Liquid limit (LL) ˘ 90% (materials from the Sherack and Alluvium formations)d)
be used more than 4 vertical feet below the subgrade elevation
with the exception to materials classsified as CL-ML (silty clay) and SC-SM (silty clayey sand) which may only
Classified in accordance with ASTM guidelines with a prefix letter of S, C or G (e.g. SP, SC, CH, GP, etc.),c)
the finished subgrade
Free of rocks larger than 4 inches in its longest dimension where placed within the top 1 foot ofb)
Mineral soil with an organic content of less than 3% by massa)
and away from the grading PI’s should meet the following requirements and approval by the Engineer.
Fill material below the new subballast and also within the areas extending out at a 1:1 slope down1)
Notes:
Subballast
Ballast10"
2:12:1
14’14’
12" 12"
(6" Depth)
Topsoil (6" Depth)
Topsoil 2.5:1
2.5:1
PROPOSED BNSF RAILROAD
1:1 1:1
Embankment (2)
Fill Material (1)Existing Ground
0.02 ’/’ 0.02 ’/’
12"
Subballast
Ballast10"
Existing Ground
2:12:1
14’14’
12" 12"
(6" Depth)
Topsoil (6" Depth)
Topsoil 2.5:1
2.5:1
1:1 1:1
Embankment (2)
Fill Material (1)
PROPOSED BNSF RAILROAD SHOOFLY
12"
0.02 ’/’0.02 ’/’
2:12:1
14’14’
12" 12"
2.5:1 2.5:1
EXISTING BNSF RAILROADExisting Ground
10" Existing Ballast (REMOVE)
12" Existing Subballast (REMOVE)
Varies (8’ Min)
Varies (8’ Min)
Varies (8’ Min)
Varies (8’ Min)
20:120:1
20:120:1
Existing Railroad Tracks (REMOVE & SALVAGE)
10" Ballast + 12" Subballlst)
" Tie + 43" Rail + 816
73.18’ (7
10" Ballast + 12" Subballlst)
" Tie + 43" Rail + 816
73.18’ (7
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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PRELIMINARY
30
FMMDR6 1
FMM Diversion Reach 6
BNSF Railroad
Typical Sections
RAILWAY
BNSF
55
+00
50
+00
45
+00
40
+00
35
+00
30
+00
25
+00
20
+00
15
+00
10
+00
5+00
ST 51
+77.82
CS 51
+37.82
SC 48
+24.25
TS 47
+84.25
PI 35
+88.19
PI 23
+47.58
ST 11
+50.89
CS 11
+10.89
SC 7
+97.31
TS 7
+57.31
PI 9
+54.42
TS 21
+50.48
SC 21
+90.48
CS 25
+04.05
ST 25
+44.05
TS 33
+91.09
SC 34
+31.09
CS 37
+44.66
ST 37
+84.66
PI 49
+81.35
Curve C24
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 49+81.35
Curve C23
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 35+88.19
Curve C22
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 23+47.58
Curve C21
R = 2,455.70
Ls = 40.00
Ts = 197.11
PI = 9+54.42
L = 313.57
120
+00
115
+00
110
+00
105
+00
100
+00
95
+00
90
+00
85
+00
80
+00
75
+00
Proposed FMM Diversion
Cass Cou
nty Roa
d 20
93rd St N
Work AreaPhase 3
200’
Temp. Construction Easement
Sta 100+00.00
‘ Diversion Channel =
200’
constructed in Phase 2.
During Phase 3 construction, trains shall operate on the BNSF mainline
approved by the Engineer.
Materials shall remain property of BNSF and be stockpiled onsite at a location
Railway materials used to construct the shoofly shall be removed and salvaged.
on the Excavated Material Berm (EMB), See Reach 6 Channel Plans for EMB Location.
Embankment material placed to construct the shoofly shall be removed and placed
the mainline.
Construction Phase 3 shall consist of obliterating the shoofly and reconnecting
Notes:
Shoofly 51+77.82
Mainline 116+97.11 = Shoofly 7+57.31
Mainline 73+02.89 =
R Mrk 9BM 100
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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purposes.
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This document
PRELIMINARY
20
FMMDR6 4
FMM Diversion Reach 6
BNSF Railroad
Phase 3 Construction
RAILWAY
Notes:
1) Fill material below the new subballast and also within the areas extending out at a 1:1 slope down
and away from the grading PI’s should meet the following requirements and approval by the Engineer.
a) Mineral soil with an organic content of less than 3% by mass
b) Free of rocks larger than 4 inches in its longest dimension where placed within the top 1 foot of
the finished subgrade
c) Classified in accordance with ASTM guidelines with a prefix letter of S, C or G (e.g. SP, SC, CH, GP, etc.),
with the exception to materials classsified as CL-ML (silty clay) and SC-SM (silty clayey sand) which may only
be used more than 4 vertical feet below the subgrade elevation
d) Liquid limit (LL) ˘ 90% (materials from the Sherack and Alluvium formations)
2) Embankment material outside the above stated limits may be material from on site locations not meeting
the requirements above but is subject to approval by the Engineer.
Subballast
Ballast10"
2:12:1
14’14’
12" 12"
(6" Depth)
Topsoil (6" Depth)
Topsoil 2.5:1
2.5:1
PROPOSED BNSF RAILROAD
1:1 1:1
Embankment (2)
Fill Material (1)Existing Ground
0.02 ’/’ 0.02 ’/’
12"
Subballast
Ballast10"
Existing Ground
2:12:1
14’14’
12" 12"
(6" Depth)
Topsoil (6" Depth)
Topsoil 2.5:1
2.5:1
1:1 1:1
Embankment (2)
Fill Material (1)
PROPOSED BNSF RAILROAD SHOOFLY
12"
0.02 ’/’0.02 ’/’
2:12:1
14’14’
12" 12"
2.5:1 2.5:1
EXISTING BNSF RAILROADExisting Ground
10" Existing Ballast (REMOVE)
12" Existing Subballast (REMOVE)
Varies (8’ Min)
Varies (8’ Min)
Varies (8’ Min)
Varies (8’ Min)
20:120:1
20:120:1
Existing Railroad Tracks (REMOVE & SALVAGE)
10" Ballast + 12" Subballlst)
" Tie + 43" Rail + 816
73.18’ (7
10" Ballast + 12" Subballlst)
" Tie + 43" Rail + 816
73.18’ (7
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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purposes.
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PRELIMINARY
30
FMMDR6 1
FMM Diversion Reach 6
BNSF Railroad
Typical Sections
PO
T 65
+45.58
70
+00
75
+00
80
+00
85
+00
Shoofly 7+57.31
Mainline 73+02.89 =
Sign
Gr
GrBNSF
100
CL DI
VERSION
16409
R Mrk 9BM 100
85
+00
90
+00
95
+00
100
+00
105
+00
Sign
GrSign
Gr
RAILWAY
Mainline Rail Removal
50’
50’
75’
250’
250’
75’
75’
250’250’
75’
75’
S INV. 891.35
N INV. 891.66
4 - 48" x 44’ CSP
REMOVE
75’
BNSF
W INV. 893.20
E INV. 893.29
12" x 24’ CSP
REMOVE
LF 24Sta 96+52 Lt
LF176Sta 89+70 ‘
REMOVAL OF CULVERTS-ALL TYPES & SIZES
CY3,069Sta 73+02.89 to 105+00.00
SUBBALLAST REMOVAL
CY2,694Sta 73+02.89 to 105+00.00
BALLAST REMOVAL
LF3,197Sta 73+02.89 to 105+00.00
TRACK REMOVAL
UnitQuantityDescription
Temp Easement
Ex R/W
Ex R/W
Ex R/W
Ex R/W
Ex R/W
Ex R/W
Temp Easement
Pr Shoofly
Pr Shoofly
Grading Tie Point
Grading Tie Point
Grading Tie Point
Grading Tie Point
93rd St N
Cass
Co. 20
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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PRELIMINARY
40
FMMDR6 1
FMM Diversion Reach 6
BNSF Railroad
Sta 73+00 to 105+00
Removals - Mainline
RAILWAY
Mainline Rail Removal
50’
50’
75’
75’
250’
250’
S INV. 892.86
N INV. 893.30
4 - 36" x 44’ RCP
REMOVE
Ex R/W
Ex R/W
Ex R/W
Ex R/W
Temp Easement
Pr Shoofly LF176Sta 109+00 ‘
REMOVAL OF CULVERTS-ALL TYPES & SIZES
CY1,149Sta 105+00.00 to 116+97.11
SUBBALLAST REMOVAL
CY1,009Sta 105+00.00 to 116+97.11
BALLAST REMOVAL
LF1,197Sta 105+00.00 to 116+97.11
TRACK REMOVAL
UnitQuantityDescription
Grading Tie Point
Grading Tie Point
105
+00
110
+00
115
+00
120
+00
125
+00
PO
T 126
+21.48
Shoofly 51+77.82
Mainline 116+97.11 =
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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PRELIMINARY
40
FMMDR6 2
FMM Diversion Reach 6
BNSF Railroad
Sta 105+00 to 117+00
Removals - Mainline
Gr
Gr
Sign
BNSF
PO
T 0
+00.00
0+00
5+00
TS 7
+57.31
SC 7
+97.31
CS 11
+10.89
PI 9
+54.42
ST 11
+50.89
20
+00
15
+00
10
+00
Shoofly 7+57.31
Mainline 73+02.89 =
Sign
Gr
GrBNSF
100
CL DI
VERSION
16409
R Mrk 9BM 100
Sign
SignGr
Sign
Sign
BNSF
Gr
RAILWAY
35
+00
30
+00
25
+00
PI 23
+47.58
PI 35
+88.19
Shoofly Rail Removal
20
+00
50’
50’
250’
250’
75’
75’
S INV. 892.12
N INV. 892.10
24" x 44’ RCP
REMOVE
250’
75’
75’
250’
75’
75’
Curve C23
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 35+88.19Curve C22
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 23+47.58
Curve C21
R = 2,455.70
Ls = 40.00
Ts = 197.11
PI = 9+54.42
L = 313.57
40
+00
Ex R/W
Ex R/W
Ex R/W
Ex R/W
Ex R/W
Ex R/W
Temp Easement
Pr Shoofly
Temp EasementPr Shoofly
ST 37
+84.66
CS 37
+44.66
SC 34
+31.09
TS 33
+91.09
TS 21
+50.48
SC 21
+90.48
CS 25
+04.05
ST 25
+44.05
EACH1No. 20 Turnout
TURNOUT REMOVAL
LF44Sta 15+85 ‘
REMOVAL OF CULVERTS-ALL TYPES & SIZES
LF3,243Sta 7+57.31 to 40+00.00
OBLITERATE EMBANKMENT
CY3,113Sta 7+57.31 to 40+00.00
SUBBALLAST REMOVAL
CY2,733Sta 7+57.31 to 40+00.00
BALLAST REMOVAL
LF3,243Sta 7+57.31 to 40+00.00
TRACK REMOVAL
UnitQuantityDescription
Grading Tie Point
Grading Tie Point
Grading Tie Point
Grading Tie Point
Cass
Co. 20
93rd St N
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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purposes.
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PRELIMINARY
40
FMMDR6 3
FMM Diversion Reach 6
BNSF Railroad
Sta 7+50 to 40+00
Removals - Shoofly
PO
T 126
+21.48
40
+00
45
+00
TS 47
+84.25
SC 48
+24.25
50
+00
CS 51
+37.82
PI 49
+81.35
ST 51
+77.82
55
+00
60
+00
PO
T 61
+02.19
Shoofly 51+77.82
Mainline 116+97.11 =
Gr
Gr
Sign
BNSF
RAILWAY
Shoofly Rail Removal
50’
50’ 250’
75’
75’Curve C24
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 49+81.35
250’
Ex R/W
Ex R/W
Ex R/W
Ex R/W
Temp Easement
Pr Shoofly LF1,178Sta 40+00.00 to 51+77.82
OBLITERATE EMBANKMENT
CY1,131Sta 40+00.00 to 51+77.82
SUBBALLAST REMOVAL
CY993Sta 40+00.00 to 51+77.82
BALLAST REMOVAL
LF1,178Sta 40+00.00 to 51+77.82
TRACK REMOVAL
UnitQuantityDescription
Grading Tie Point
Grading Tie Point
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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PRELIMINARY
40
FMMDR6 4
FMM Diversion Reach 6
BNSF Railroad
Sta 40+00 to 51+80
Removals - Shoofly
RAILWAY
PROPOSED MAINLINE TOP OF RAIL
TOP OF EXISTING RAIL
Pr Shoofly
PROPOSED DITCH RT
PROPOSED DITCH LT
Ditch Bottom Lt
Ditch Bottom Rt
Ex R/W
Ex R/W
Temp Easement
50’
50’
200’
75’
75’
Cass Co.
20
Grading Tie Point
Grading Tie Point
860
870
880
890
900
910
920
930
860
870
880
890
900
910
920
930
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
FMMDR6 1
FMM Diversion Reach 6
BNSF Railroad
Plan & Profile - Mainline
Sta 77+70 to 90+00
70
+00
75
+00
80
+00
85
+00
90
+00
Shoofly 7+57.31
Mainline 73+02.89 =
891.1
8
891.3
5 891.3
7891.4
8
891.5
0
891.6
589
1.66
891.8
2
Sign
GrBNSF
VPI 80+75.00
EL 900.00
+ 0.0086 % + 0.3000 %
L = 600.00’
K = 2059
VPI 90+81.59
EL 890.33
EL 892.10
DITCH LT & RT
DITCH LT VPI 77+70.00
VPI 77
+70.00
EL 899.98
- 0.0449 % RT
- 0.1350 % LT
69+0070+0071+0072+0073+0074+0075+0076+0077+0078+0079+0080+0081+0082+0083+0084+0085+0086+0087+0088+0089+0090+0091+00
899.98
900.03
900.12
900.26
900.45
900.69
900.98
901.28
901.58
901.88
902.18
902.48
902.78
903.08
900.43
900.30
900.18
900.08
899.94
899.95
899.96
899.93
899.90
899.95
899.97
899.97
899.92
899.93
899.98
900.06
900.17
900.28
900.45
900.52
900.52
900.56
900.60
RAILWAY
Diversion Channel
Boring ST-6 Boring ST-5
Boring ST-4
Boring ST-3
Boring ST-2
Boring ST-1
TOP OF EXISTING RAIL
PROPOSED MAINLINE TOP OF RAIL
Pr Shoofly
PROPOSED DITCH RT
PROPOSED DITCH LTPROPOSED DITCH LT
PROPOSED DITCH RT
Ditch Bottom Rt
Ditch Bottom Lt
Ditch Bottom Lt
Ditch Bottom Rt
Invert N: 890.79
Invert S: 891.53
Install (2) 24" x 72’ RCP
Temp Easement
Ex R/W
Ex R/W
175’
75’
75’
50’
50’
Grading Tie Point
Grading Tie Point
Low Flow Channel External Drainage Ditch
External Drainage Ditch
External Drainage Ditch
EMB
EMB
860
870
880
890
900
910
920
930
860
870
880
890
900
910
920
930
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
2/19/2015 aruud H:\Fargo\JBN\6600\6680\6680-005 BNSF FMM Bridge No. 3\CAD\Design\Sheets\060PP_002.dgn2:06:08 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
FMMDR6 2
FMM Diversion Reach 6
BNSF Railroad
Plan & Profile - Mainline
Sta 90+00 to 110+00
100
CL DI
VERSION
16409
R Mrk 9BM 100
90
+00
95
+00
100
+00
105
+00
110
+00
891.1
8
891.3
5 891.3
7891.4
8
891.5
0
891.5
3
891.6
589
1.66
891.8
2
893.1
4
893.1
4
893.2
0
893.2
7
893.2
8
893.2
9
893.3
1
893.4
9
893.4
9
Sign
SignGr
Sign
Sign
BNSF
Gr
VPI 95+74.25
EL 904.50
+ 0.3000 % + 0.0000 %
L = 300.00’
K = 1000
SSD = 3747’
VPI 104+25.75
EL 904.50
+ 0.0000 %
L = 300.00’
K = 1000
SSD = 3747’VPI 110+50.00
EL 902.63
- 0.3000 %
L = 300.00’
K = 8006
VPI 108+81.47
EL 890.31
VPI 91+74.51
EL 891.47
VPI 109+44.73
EL 890.37
VPI 90+81.59
EL 890.33DITCH RT
DITCH LTEL 900.31
DITCH LT & RT
VPI 95+45.80EL 903.24
DITCH LT & RT
VPI 105+26.87
DITCH RT
DITCH LT
+ 1.3947 % LT
+ 1.1715 % RT
- 3.0
803
% LT
- 3.6
468
% RT
+ 2.3817 % RT
+ 2.1505 % LT
- 0.0449 % RT
- 0.1350 % LT
89+0090+0091+0092+0093+0094+0095+0096+0097+0098+0099+00100+00101+00102+00103+00104+00105+00106+00107+00108+00109+00110+00111+00
902.48
902.78
903.08
903.38
903.68
903.98
904.25
904.42
904.50
904.50
904.50
904.50
904.50
904.50
904.50
904.42
904.25
903.98
903.68
903.38
903.08
902.79
902.50
900.52
900.56
900.60
900.68
900.77
900.86
901.07
901.22
901.41
901.60
901.76
901.92
902.10
902.18
902.39
902.51
902.56
902.59
902.70
902.78
902.69
902.73
902.59
893.05
895.26
897.26
899.26
896.54
894.95
883.68
874.62
867.78
874.62
884.17
894.46
894.96
901.20
900.17
897.25
896.97
891.09
RAILWAY
PROPOSED MAINLINE TOP OF RAIL
TOP OF EXISTING RAILPROPOSED DITCH RT
PROPOSED DITCH LT
Pr Shoofly
Ditch Bottom Rt
Ditch Bottom Lt
Ex R/W
Ex R/W
Temp Easement
200’
50’
50’
Grading Tie Point
860
870
880
890
900
910
920
930
860
870
880
890
900
910
920
930
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
2/19/2015 aruud H:\Fargo\JBN\6600\6680\6680-005 BNSF FMM Bridge No. 3\CAD\Design\Sheets\060PP_003.dgn2:06:45 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
FMMDR6 3
FMM Diversion Reach 6
BNSF Railroad
Plan & Profile - Mainline
Sta 110+00 to 112+05
110
+00
115
+00
120
+00
125
+00
PO
T 126
+21.48
Shoofly 51+77.82
Mainline 116+97.11 =
893.1
4
893.1
4893.2
7
893.2
8
Gr
Gr
Sign
BNSF
VPI 110+50.00
EL 902.63
- 0.2625 %
L = 300.00’
K = 8006
VPI 109+44.73
EL 890.37
VPI 112
+05.00
EL 902.22
DITCH LT
VPI 112+05.00
EL 894.10
VPI 112+05.00
EL 894.00
DITCH RT
DITCH LT
+ 1.3947 % LT
+ 1.1715 % RT
109+00110+00111+00112+00113+00114+00115+00116+00117+00118+00119+00120+00121+00122+00123+00124+00125+00126+00
903.08
902.79
902.50
902.24
902.69
902.73
902.59
902.24
902.07
902.01
901.93
901.76
901.53
901.42
901.26
901.16
901.03
900.91
900.84
900.83
900.72
900.74
891.09
RAILWAY
mainline ballasting
No. 24 T.O. to be used during
PROPOSED DITCH LT
PROPOSED DITCH RT
Ditch Bottom Lt
Ditch Bottom RtInvert N: 892.10
Invert S: 892.12
Install 24" x 44’ RCP
Ex R/W
Ex R/W
Temp Easement
50’
50’
200’
75’75’
Cass Co. 20
Grading Tie Point
Grading Tie Point
PROPOSED SHOOFLY TOP OF RAIL
AT ‘ SHOOFLY
TOP OF EXISTING GROUND
860
870
880
890
900
910
920
930
860
870
880
890
900
910
920
930
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
2/19/2015 aruud H:\Fargo\JBN\6600\6680\6680-005 BNSF FMM Bridge No. 3\CAD\Design\Sheets\060PP_004.dgn2:07:30 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
FMMDR6 4
FMM Diversion Reach 6
BNSF Railroad
Plan & Profile - Shoofly
Sta 7+50 to 25+00
5+00
TS 7
+57.31
SC 7
+97.31
CS 11
+10.89
PI 9
+54.42
ST 11
+50.89
TS 21
+50.48
SC 21
+90.48
25
+00
CS 25
+04.05
PI 23
+47.58
ST 25
+44.05
20
+00
15
+00
10
+00
Curve C22
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 23+47.58
Curve C21
R = 2,455.70
Ls = 40.00
Ts = 197.11
PI = 9+54.42
L = 313.57
Shoofly 7+57.31
Mainline 73+02.89 =
891.18
891.35
891.37
891.48
891.50
891.65
891.66 89
1.82
Sign
Sign
Gr
BNSF
VPI 7
+50.00
EL 899.94
+ 0.0413 % RT
+ 0.0527 % LT
EL 892.11
DITCH LT
EL 891.90
DITCH RT
VPI 15+65.00
VPI 11+10.00
+ 0.0486 %
4+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+00
900.40
900.22
900.15
900.00
899.92
899.80
898.41
896.85
894.07
892.60
892.25
892.31
892.37
892.42
892.48
892.53
892.59
892.64
892.70
892.75
892.81
892.87
892.92
899.96
900.01
900.06
900.11
900.16
900.20
900.25
900.30
900.35
900.40
900.45
900.50
900.54
900.59
900.64
900.69
900.74
900.79
900.84
RAILWAY
PROPOSED DITCH LT
PROPOSED DITCH RT
Ditch Bottom Lt
Ditch Bottom Rt
Temp Easement
Ex R/W
Ex R/W
175’
75’
75’
50’
50’
Curve C23
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 35+88.19
Grading Tie Point
Grading Tie Point
PROPOSED TOP OF SHOOFLY RAIL
AT ‘ SHOOFLY
TOP OF EXISTING GROUND
Low Flow Channel
EMB
EMBExternal Drainage Ditch
External Drainage Ditch
860
870
880
890
900
910
920
930
860
870
880
890
900
910
920
930
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
2/19/2015 aruud H:\Fargo\JBN\6600\6680\6680-005 BNSF FMM Bridge No. 3\CAD\Design\Sheets\060PP_005.dgn2:27:00 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
FMMDR6 5
FMM Diversion Reach 6
BNSF Railroad
Plan & Profile - Shoofly
Sta 25+00 to 45+00
100CL
DIVERSI
ON
16409
R Mrk 9
BM 100
25
+00
CS 25
+04.05
ST 25
+44.05
30
+00
TS 33
+91.09
SC 34
+31.09
35
+00
CS 37
+44.66
PI 35
+88.19
ST 37
+84.66
40
+00
45
+00
891.18
891.35 891
.37891.48
891.50
891.53
891.65891
.66 891.82
893.14
893.14
893.20
893.27
893.28
893.29
893.31
893.49
893.49
Sign
SignGr
Sign
Sign
BNSFGr
+ 0.0527 % LT
EL 893.60
DITCH LT
VPI 43+90.00
+ 0.0413 % RT
24+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+00
892.81
892.87
892.92
892.98
893.03
893.09
893.14
893.20
893.26
893.31
893.37
893.42
893.48
893.53
893.59
893.64
893.70
893.76
893.81
893.87
893.92
893.98
894.03
900.74
900.79
900.84
900.88
900.93
900.98
901.03
901.08
901.13
901.18
901.22
901.27
901.32
901.37
901.42
901.47
901.52
901.57
901.61
901.66
901.71
901.76
901.81
RAILWAY
TOP OF EXISTING RAIL
PROPOSED DITCH RT
Ditch Bottom Rt
Ex R/W
Ex R/W
Temp Easement
200’
50’
50’
Grading Tie Point
Grading Tie Point
PROPOSED TOP OF SHOOFLY RAIL
860
870
880
890
900
910
920
930
860
870
880
890
900
910
920
930
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
2/19/2015 aruud H:\Fargo\JBN\6600\6680\6680-005 BNSF FMM Bridge No. 3\CAD\Design\Sheets\060PP_006.dgn2:08:54 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
60
FMMDR6 6
FMM Diversion Reach 6
BNSF Railroad
Plan & Profile - Shoofly
Sta 45+00 to 51+80
45
+00
TS 47
+84.25
SC 48
+24.25
50
+00
CS 51
+37.82
PI 49
+81.35
ST 51
+77.82
55
+00
60
+00
PO
T 61
+02.19
Curve C24
R = 2,45
5.70
Ls = 40.0
0
Ts = 197.
11
L = 313.
57
PI = 49+81.35
Shoofly 51+77.82
Mainline 116+97.11 = 893.1
4
893.1
4893.2
7
893.2
8
Gr
Gr
Sign
BNSF
VPI 49+80.00
EL 901.99
+ 0.0486 % - 0.2296 %
L = 300.00’
K = 1079
SSD = 4029’
VPI 51
+80.00
EL 901.53
+ 0.0413 % RT
EL 893.50
DITCH RT
VPI 49+85.00
44+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+0057+00
893.92
893.98
894.03
894.09
896.43
899.95
901.08
901.73
901.48
901.40
901.22
901.15
901.00
900.88
900.84
900.81
900.70
900.74
901.71
901.76
901.81
901.86
901.91
901.93
901.87
901.71
PO
T 65
+45.58
70
+00
75
+00
80
+00
85
+00
Shoofly 7+57.31
Mainline 73+02.89 =
Sign
Gr
GrBNSF
R Mrk 9BM 100
85
+00
90
+00
95
+00
100
+00
105
+00
Sign
SignGr
Sign
SignGr
RAILWAY
EROSION CONTROL BLANKET (TYPE 2)
SEEDING CLASS II
Pr Shoofly
Temp Easement
Ex R/W
Ex R/W
Ex R/W
Ex R/W
Ex R/W
Ex R/W
Temp Easement
Fiber Rolls 12IN (Typ.)
Fiber Rolls 12IN (Typ.)
Pr Shoofly
Fiber Rolls 12IN
Install 50 LF
Blanket (Typ.)
Erosion Control
Blanket (Typ.)
Erosion Control
Blanket (Typ.)
Erosion Control
Fiber Rolls 12IN
Install 50 LF
Fiber Rolls 12IN (Typ.)
Blanket (Typ.)
Erosion Control
250’
50’
50’
75’
75’
250’
75’
250’
75’
75’
250’
75’
FIBER ROLLS 12IN
Fiber Rolls 12IN
Install 40 LF
Ditch Bottom Lt
Ditch Bottom Rt
Ditch Bottom Lt
Ditch Bottom Rt
LF1,993Sta 81+14.83 Rt to 105+00.00 Rt
LF2,335Sta 77+70.00 Lt to 105+00.00 Lt
FIBER ROLLS 12IN
SY4,027Sta 77+70.00 Rt to 104+85.00 Rt
SY4,129Sta 77+70.00 Lt to 104+80.00 Lt
ECB TYPE 2
Acres2.87Sta 77+70.00 Rt to 105+00.00 Rt
Acres3.06Sta 77+70.00 Lt to 105+00.00 Lt
SEEDING CLASS II
UnitQuantityDescription
BNSF
Fiber Rolls 12IN
Install 50 LF
(Typ.)
Fiber Rolls 12IN
Fiber Rolls 12IN
Install 50 LF
Fiber Rolls 12IN
Install 50 LF
Grading Tie Point
Grading Tie Point
Grading Tie Point
Grading Tie Point
Cass Co. 20
93rd St N
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
2/19/2015 aruud H:\Fargo\JBN\6600\6680\6680-005 BNSF FMM Bridge No. 3\CAD\Design\Sheets\075WL_001_Erosion.dgn2:11:12 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
75
FMMDR6 1
FMM Diversion Reach 6
BNSF Railroad
Sta 77+70 to 105+00
Erosion Control, and Seeding - Mainline
105
+00
110
+00
115
+00
120
+00
125
+00
PO
T 126
+21.48
Shoofly 51+77.82
Mainline 116+97.11 =
Gr
Gr
Sign
BNSF
RAILWAY
Fiber Rolls 12IN (Typ.)
250’
75’
75’
Ex R/W
Temp Easement
Ex R/W
250’
Ex R/W
Ex R/W
50’
50’
Fiber Rolls 12IN
Install 40 LF
Ditch Bottom Lt
Fiber Rolls 12IN (Typ.)
Blanket (Typ.)
Erosion Control
Ditch Bottom Rt
Blanket (Typ.)
Erosion Control
Fiber Rolls 12IN
Install 50 LF
Pr Shoofly
EROSION CONTROL BLANKET (TYPE 2)
SEEDING CLASS II
FIBER ROLLS 12IN
LF435Sta 105+00.00 Rt to 108+85.17 Rt
LF776Sta 105+00.00 Lt to 112+05.00 Lt
FIBER ROLLS 12IN
SY1,181Sta 105+80.00 Rt to 111+95.00 Rt
SY1,330Sta 105+75.75 Lt to 112+00.00 Lt
ECB TYPE 2
Acres0.82Sta 105+00.00 Rt to 112+05.00 Rt
Acres0.88Sta 105+00.00 Lt to 112+05.00 Lt
SEEDING CLASS II
UnitQuantityDescription
at Pipe Inlet
Fiber Rolls 12IN
Install 30 LF of
Grading Tie Point
Grading Tie Point
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
2/19/2015 aruud H:\Fargo\JBN\6600\6680\6680-005 BNSF FMM Bridge No. 3\CAD\Design\Sheets\075WL_002_Erosion.dgn2:18:44 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
75
FMMDR6 2
FMM Diversion Reach 6
BNSF Railroad
Sta 105+00 to 112+05
Erosion Control, and Seeding - Mainline
PO
T 0
+00.00
0+00
5+00
TS 7
+57.31
SC 7
+97.31
CS 11
+10.89
PI 9
+54.42
ST 11
+50.89
20
+00
15
+00
10
+00
Shoofly 7+57.31
Mainline 73+02.89 =
Sign
Gr
GrBNSF
100
CL DI
VERSION
16409
R Mrk 9BM 100
Sign
SignGr
Sign
Sign
BNSF
Gr
RAILWAY
35
+00
30
+00
25
+00
PI 23
+47.58
PI 35
+88.19
40
+00
Curve C22
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 23+47.58
Curve C23
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 35+88.19
EROSION CONTROL BLANKET (TYPE 2)
SEEDING CLASS II
FIBER ROLLS 12IN
Ex R/W75’
75’
Ex R/W
250’
Temp Easement
Ex R/W 50’
50’
Ex R/W
Curve C21
R = 2,455.70
Ls = 40.00
Ts = 197.11
PI = 9+54.42
L = 313.57
250’
20
+00
75’
75’
250’
Temp Easement
Ex R/W
Ex R/W
250’
75’
75’
ST 37
+84.66
CS 37
+44.66
SC 34
+31.09
TS 33
+91.09
CS 25
+04.05
ST 25
+44.05
SC 21
+90.48
TS 21
+50.48
Ditch Bottom Rt
Fiber Rolls 12IN (Typ.)
Pr ShooflyBlanket (Typ.)
Erosion Control
Fiber Rolls 12IN (Typ.)Blanket (Typ.)
Erosion ControlDitch Bottom Lt
Blanket (Typ.)
Erosion Control
Fiber Rolls 12IN (Typ.)
Ditch Bottom Rt
Fiber Rolls 12IN (Typ.)
Blanket (Typ.)
Erosion Control
Ditch Bottom Lt
LF3,251Sta 7+57.31 Rt to 40+00.00 Rt
LF3,194Sta 7+57.31 Lt to 40+00.00 Lt
FIBER ROLLS 12IN
SY4,069Sta 9+65.00 Rt to 40+00.00 Rt
SY3,555Sta 12+00.00 Lt to 40+00.00 Lt
ECB TYPE 2
Acres2.31Sta 7+57.31 Rt to 40+00.00 Rt
Acres2.03Sta 7+57.31 Lt to 40+00.00 Lt
SEEDING CLASS II
UnitQuantityDescription
at Pipe Inlet
Fiber Rolls 12IN
Install 30 LF of
Pr Shoofly
Grading Tie Point
Grading Tie Point
Grading Tie Point
Grading Tie Point
Cass Co. 20
93rd St N
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
2/19/2015 aruud H:\Fargo\JBN\6600\6680\6680-005 BNSF FMM Bridge No. 3\CAD\Design\Sheets\075WL_003_Erosion_Shoo-fly.dgn2:19:27 PM
purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
75
FMMDR6 3
FMM Diversion Reach 6
BNSF Railroad
Sta 7+50 to 40+00
Erosion Control, and Seeding - Shoofly
PO
T 126
+21.48
40
+00
45
+00
TS 47
+84.25
SC 48
+24.25
50
+00
CS 51
+37.82
PI 49
+81.35
ST 51
+77.82
55
+00
60
+00
PO
T 61
+02.19
Shoofly 51+77.82
Mainline 116+97.11 =
Gr
Gr
Sign
BNSF
RAILWAY
Fiber Rolls 12IN (Typ.)
EROSION CONTROL BLANKET (TYPE 2)
SEEDING CLASS II
FIBER ROLLS 12IN50’
50’Ex R/W
Ex R/W
Curve C24
R = 2,455.70
Ls = 40.00
Ts = 197.11
L = 313.57
PI = 49+81.35
Temp Easement
Ex R/W
75’
75’
250’Ex R/W
Fiber Rolls 12IN (Typ.)
Ditch Bottom Rt
Blanket (Typ.)
Erosion Control
Pr Shoofly
Blanket (Typ.)
Erosion Control
Ditch Bottom Lt
LF1,172Sta 40+00.00 Rt to 51+78.82 Rt
LF1,136Sta 40+00.00 Lt to 51+77.82 Lt
FIBER ROLLS 12IN
SY1,381Sta 40+00.00 Rt to 49+90.00 Rt
SY824Sta 40+00.00 Lt to 47+30.00 Lt
ECB TYPE 2
Acres0.85Sta 40+00.00 Rt to 51+77.82 Rt
Acres0.82Sta 40+00.00 Lt to 51+77.82 Lt
SEEDING CLASS II
UnitQuantityDescription
250’
Grading Tie Point
Grading Tie Point
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purposes.
implementation
construction or
and not for
is preliminary
This document
PRELIMINARY
75
FMMDR6 4
FMM Diversion Reach 6
BNSF Railroad
Sta 40+00 to 51+80
Erosion Control, and Seeding - Shoofly
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200 1RAILWAY
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Proposed Shoofly
Proposed Shoofly
Proposed Shoofly
Mainline
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900 900
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890 89083+00.00
900 900
910 910
890 89084+00.00
200 2RAILWAY
Mainline
Proposed Shoofly
Proposed Shoofly
Proposed Shoofly
Proposed Shoofly
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FMMDR6
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900 900
910 910
890 89087+00.00
900 900
910 910
890 89088+00.00
200 3RAILWAY
Mainline
Proposed Shoofly
STATE PROJECT NO.
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SHEET
NO.
SECTION
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FMMDR6
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6060
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900 900
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890 89089+00.00
890 890
900 900
910 910
880 880
90+00.00
900 900
910 910
890 89091+00.00
900 900
910 910
890 89092+00.00
200 4RAILWAY
Mainline
STATE PROJECT NO.
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NO.
SHEET
NO.
SECTION
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FMMDR6
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2020
4040
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6060
6060
8080
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100100
100100
120120
120120
140140
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900 900
910 910
890 89093+00.00
900 900
910 910
890 89094+00.00
900 900
910 910
920 920
890 89095+00.00
900 900
910 910
890 89096+00.00
200 5RAILWAY
Mainline
Ex Ground
Ex Ground
Ex Ground
Pr Diversion EMB
Pr Diversion EMB
Pr Diversion EMB
Pr Diversion EMB
STATE PROJECT NO.
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NO.
SHEET
NO.
SECTION
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FMMDR6
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2020
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6060
6060
8080
8080
100100
100100
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120120
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140140
900 900
910 910
890 89097+00.00
890 890
900 900
910 910
880 88098+00.00
880 880
890 890
900 900
910 910
870 87099+00.00
200 6RAILWAY
Pr Diversion Channel
Pr Diversion Channel
Pr Diversion EMB
Mainline
STATE PROJECT NO.
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NO.
SHEET
NO.
SECTION
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FMMDR6
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6060
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100100
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870 870
880 880
890 890
900 900
910 910
860 860
100+00.00
880 880
890 890
900 900
910 910
870 870101+00.00
890 890
900 900
910 910
880 880102+00.00
200 7RAILWAY
Mainline
Pr Diversion Channel
Pr Diversion Channel
Pr Diversion Channel
STATE PROJECT NO.
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NO.
SHEET
NO.
SECTION
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900 900
910 910
920 920
890 890105+00.00
900 900
910 910
890 890106+00.00
200 8RAILWAY
Mainline
Proposed Shoofly
Proposed Shoofly
Pr Diversion EMB
Pr Diversion EMB
Pr Diversion EMB
Pr Diversion EMB
Ex Ground
Ex Ground
Ex Ground
Ex Ground
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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900 900
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890 890109+00.00
900 900
910 910
890 890110+00.00
200 9RAILWAY
Proposed Shoofly
Proposed Shoofly
Proposed Shoofly
Proposed Shoofly
Pr Diversion EMB
Mainline
STATE PROJECT NO.
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NO.
SHEET
NO.
SECTION
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900 900
910 910
890 890112+05.00
200 10RAILWAY
Proposed Shoofly
Proposed Shoofly
Proposed Shoofly
Mainline
STATE PROJECT NO.
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NO.
SHEET
NO.
SECTION
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910 910
890 89010+00.00
900 900
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890 89011+00.00
RAILWAYShoofly
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SECTION
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13+00.00
900 900
910 910
890 89014+00.00
900 900
910 910
890 890
15+00.00
RAILWAY
Shoofly
STATE PROJECT NO.
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NO.
SHEET
NO.
SECTION
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900 900
910 910
890 89018+00.00
900 900
910 910
890 890
19+00.00
RAILWAY
Shoofly
STATE PROJECT NO.
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NO.
SHEET
NO.
SECTION
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900 900
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22+00.00
900 900
910 910
890 89023+00.00
RAILWAYShoofly
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NO.
SHEET
NO.
SECTION
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900 900
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890 890
25+00.00
900 900
910 910
890 89026+00.00
900 900
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890 89027+00.00
RAILWAYShoofly
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SECTION
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900 900
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890 89031+00.00
RAILWAYShoofly
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SHEET
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SECTION
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890 89032+00.00
900 900
910 910
890 89033+00.00
900 900
910 910
890 89034+00.00
900 900
910 910
890 89035+00.00
RAILWAY
Shoofly
STATE PROJECT NO.
ND
NO.
SHEET
NO.
SECTION
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4040
4040
6060
6060
8080
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100100
100100
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900 900
910 910
890 89036+00.00
900 900
910 910
890 89037+00.00
900 900
910 910
890 89038+00.00
900 900
910 910
890 89039+00.00
RAILWAYShoofly
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NO.
SHEET
NO.
SECTION
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00
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4040
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8080
8080
100100
100100
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900 900
910 910
890 89040+00.00
900 900
910 910
890 89041+00.00
900 900
910 910
890 89042+00.00
900 900
910 910
890 89043+00.00
RAILWAYShoofly
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NO.
SHEET
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SECTION
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890 89044+00.00
900 900
910 910
890 89045+00.00
900 900
910 910
890 89046+00.00
900 900
910 910
890 89047+00.00
RAILWAYShoofly
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NO.
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NO.
SECTION
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900 900
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900 900
910 910
890 89050+00.00
900 900
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890 89051+00.00
RAILWAY
Shoofly
STATE PROJECT NO.
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NO.
SHEET
NO.
SECTION
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