Randolph Drawings 2 of 3.pdf
PDF 38 MB Posted
- Attached to
- Middle Logan Creek Flood Risk Management Project Federal contract opportunity
- Solicitation number
- W9128F20B0027
About this file
This solicitation is for a Middle Logan Creek Flood Risk Management Project located in Randolph, Nebraska. The scope of work includes excavating and widening approximately 3,400 feet of the Middle Logan Creek channel; improvements to Jackson Street and Sholes Road bridges; installation of storm drainage structures, fencing, pavement, and a water main; and widening of a tributary channel. Services required are furnishing plant, labor, materials and equipment to perform work in accordance with the plans and specifications. The estimated value of construction is between $5 million and $10 million. The soliciting agency is the Department of the Army Corps of Engineers Omaha District. The solicitation will be posted on beta.sam.gov.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract_20B0027.pdf | ||
| Middle Logan Creek ProjNet Question and Answers.pdf | ||
| Am0002.pdf | ||
| AM0002 Drawings.pdf | ||
| SIte Visit Vendor List 7.23.20.pdf | ||
| SIte Visit7.23.20.pdf | ||
| Am0001_Drawings.pdf | ||
| Am0001.pdf | ||
| W9128F20B0027 Randolph Specs.pdf | ||
| Randolph Drawings 3 of 3.pdf | ||
| Randolph Drawings 1 of 3.pdf |
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Text version
E JACKSON STREET
866TH ROAD
SHEET PILE
SHEET PILE
TOP SOUTH GUARDRAIL ELEV = 1647.0
DECK ELEV = 1644.3
BRIDGE INFORMATION:
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
3' BARBED WIRE FENCE
40 1
0 16
16401640
0 1
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
STORM DRAIN "SD1"
TO NEW CHANNEL GRADE
TRANSITION EXISTING CHANNEL
AFTER MANHOLE CONSTRUCTION
REESTABLISH EXISTING GRADE
S O
L
IC
IT
A T
IO
N N
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IS
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B
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SHEET ID
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C T P
H A
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D
KEY PLAN
SCALE: 1" = 400'
20' 40'0
SCALE: 1" = 20'
MATCH LINE AREA 2
0+00
1+00
LEGEND
.7
.5
.6
.0
.4
.3
.2
.1
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
3. SEE CG500 SERIES SHEETS FOR STORM DRAINAGE DETAILS.
2. SEE CG300 SERIES SHEETS FOR GRADING CROSS SECTIONS.
STORM DRAIN PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL, ROADWAY, AND
NOTES:
NEW AREA INLET - NDOT GRATE TYPE "A"
NEW MANHOLE - NDOT TYPE "B"
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
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ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
STORM DRAIN "SD2"
OVERBANK GRADING PLAN
SEE SHEET CG401 FOR
S O
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IC
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A T
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N N
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C T P
H A
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CB
20' 40'0
SCALE: 1" = 20'
KEY PLAN
SCALE: 1" = 400'
MATCH LINE AREA 1
MATCH LINE AREA 3
LEGEND
2+00
3+00
4+00
5+00
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
3. SEE CG500 SERIES SHEETS FOR STORM DRAINAGE DETAILS.
2. SEE CG300 SERIES SHEETS FOR GRADING CROSS SECTIONS.
STORM DRAIN PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL, ROADWAY, AND
NOTES:
NEW AREA INLET - NDOT GRATE TYPE "A"
NEW MANHOLE - NDOT TYPE "B"
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
.5
.5
.7
.6
.8
.7
.9
.5
.8
.5
.7
.4
.7
.5
.1
+1644.32
+1644.32 SPOT ELEVATION
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:50:49 AM 7/6/2020
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N 938,922.02
E 2,357,331.45
N 938,923.22
E 2,357,420.19
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
OVERBANK GRADING PLAN
SEE SHEET CG401 FOR
S O
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IT
A T
IO
N N
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N E
D B
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D E
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K M
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R O J E
C T P
H A
S E
163516
KEY PLAN
SCALE: 1" = 400'
20' 40'0
SCALE: 1" = 20'
MATCH LINE AREA 2
M A T C
H
LIN
E A
R E A
M A T C
H
LIN
E A
R E A
LEGEND
.8
.5
.8
.0
.6
.8
.8
.9
.8
.8
.5
.6
.5
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
3. SEE CG500 SERIES SHEETS FOR STORM DRAINAGE DETAILS.
2. SEE CG300 SERIES SHEETS FOR GRADING CROSS SECTIONS.
STORM DRAIN PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL, ROADWAY, AND
NOTES:
NEW AREA INLET - NDOT GRATE TYPE "A"
NEW MANHOLE - NDOT TYPE "B"
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:51:39 AM 7/6/2020
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CG103
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ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
OVERBANK GRADING PLAN
SEE SHEET CG401 FOR
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
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K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
KEY PLAN
SCALE: 1" = 400'
20' 40'0
SCALE: 1" = 20'
M A T C
H
LIN
E A
R E A
M A T C
H
LIN
E A
R E A
M A
T C
H L
IN
E A
R E
A
LEGEND
.9
.1
.7
.9
.0
.7
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
3. SEE CG500 SERIES SHEETS FOR STORM DRAINAGE DETAILS.
2. SEE CG300 SERIES SHEETS FOR GRADING CROSS SECTIONS.
STORM DRAIN PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL, ROADWAY, AND
NOTES:
NEW AREA INLET - NDOT GRATE TYPE "A"
NEW MANHOLE - NDOT TYPE "B"
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
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GAS
S BRIDGE ST
N BRIDGE ST
51645
516451
GAS MRKR POST
GAS
S BRIDGE ST
N BRIDGE ST
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
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16501650
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1655 1655
GG
STORM DRAIN "SD4"
STORM DRAIN "SD3"
BRIDGE ST
SEE DETAILED CROSS SECTIONS, SHEETS CG315 - CG317
PERFORM FINE GRADING OF BERM ADJACENT TO OUTBUILDING
SHEETS CG315 - CG317
SEE DETAILED CROSS SECTIONS,
BERM ADJACENT TO OUTBUILDING
PERFORM FINE GRADING OF
S O
L
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A T
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S
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D B
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R O J E
C T P
H A
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C B
C B
D
20' 40'0
SCALE: 1" = 20'
KEY PLAN
SCALE: 1" = 400'
MATCH LINE AREA 4
MATCH LINE AREA 6
LEGEND
14+00
15+00
16+00
17+00
1646.17
1646.41
1646.73
1646.40
1648.03
1646.91
1646.87
1648.03
1647.48
1647.18
1646.97
1646.72
1646.25
1648.05
1648.05
1646.63
1646.92
1645.86
1646.04
1645.81
1645.46
1646.37
1646.31
1646.71
1647.52
1646.16
1646.38
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
3. SEE CG500 SERIES SHEETS FOR STORM DRAINAGE DETAILS.
2. SEE CG300 SERIES SHEETS FOR GRADING CROSS SECTIONS.
STORM DRAIN PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL, ROADWAY, AND
NOTES:
NEW AREA INLET - NDOT GRATE TYPE "A"
NEW MANHOLE - NDOT TYPE "B"
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
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B
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A N
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R O J E
C T P
H A
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N 938,006.24
E 2,356,358.40
N 938,117.89
E 2,356,406.86
N 938,016.26
E 2,356,409.06
N 938,296.93
E 2,356,383.08
N 938,236.31
E 2,356,418.91
451645
5 1645
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
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STORM DRAIN "SD5"
STORM DRAIN "SD6"
S O
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A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
C B
C B
20' 40'0
SCALE: 1" = 20'
M A
T C
H L
IN
E A
R E
A
MATCH LINE AREA 7
KEY PLAN
SCALE: 1" = 400'
21+00
.7
.1
.4
.8
.7
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
3. SEE CG500 SERIES SHEETS FOR STORM DRAINAGE DETAILS.
2. SEE CG300 SERIES SHEETS FOR GRADING CROSS SECTIONS.
STORM DRAIN PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL, ROADWAY, AND
NOTES:
NEW AREA INLET - NDOT GRATE TYPE "A"
NEW MANHOLE - NDOT TYPE "B"
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
LEGEND
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:54:11 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
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CG106
D
B
IR
K B
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D
B
IR
K B
Y
W .C .D
A V
E N
P O
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W .C .D
A V
E N
P O
R T
A R
E A
G R
A D
IN
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N D D
R A
IN
A G
E P
L A
N
CG106
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
R A
N D
O L P
H
N E
J U
L Y
W F
B
F L
O O
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IS
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E N
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C T P
H A
S E
N 937,980.18
E 2,356,105.43
N 938,015.16
E 2,356,074.33
N 938,165.61
E 2,356,003.65
N 938,129.34
E 2,356,030.74
4' ELECTRIC FENCE
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
KEY PLAN
SCALE: 1" = 400'
MATCH LINE AREA 6
MATCH LINE AREA 8
20' 40'0
SCALE: 1" = 20'
22+00
23+00
24+00
25+00
.6
.5
.6
.4
.4
.8
.8
.6
.5
.7
.7
.5
.6
.5
.4
.6
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
3. SEE CG500 SERIES SHEETS FOR STORM DRAINAGE DETAILS.
2. SEE CG300 SERIES SHEETS FOR GRADING CROSS SECTIONS.
STORM DRAIN PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL, ROADWAY, AND
NOTES:
NEW AREA INLET - NDOT GRATE TYPE "A"
NEW MANHOLE - NDOT TYPE "B"
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
LEGEND
.2
.4
.2
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...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
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IC
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ID
D L E L
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A N C
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B R
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W .C .D
A V
E N
P O
R T
A R
E A
G R
A D
IN
G A
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R A
IN
A G
E P
L A
N
CG107
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
A R
E A
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N
CG107
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
R A
N D
O L P
H
N E
J U
L Y
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
164516
1645 1
1650 1650 1650
1650 1650
1655 1655
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
STORM DRAIN "SD7"
TRIBUTARY CHANNEL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
CB
16451645
20' 40'0
SCALE: 1" = 20'
SCALE: 1" = 400'
KEY PLAN
MATCH LINE AREA 7
MATCH LINE AREA 10
M A
T C
H L
IN
E A
R E
A
LEGEND
26+
0+00
1+00
2+00
3+00
.6
.8
.9
.6
.8
.9
.7
.6
.7
.9
.8
.5
.7
.5
.2
.2
.0
.7
.0
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
3. SEE CG500 SERIES SHEETS FOR STORM DRAINAGE DETAILS.
2. SEE CG300 SERIES SHEETS FOR GRADING CROSS SECTIONS.
STORM DRAIN PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL, ROADWAY, AND
NOTES:
NEW AREA INLET - NDOT GRATE TYPE "A"
NEW MANHOLE - NDOT TYPE "B"
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:55:47 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
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ID
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O G
A N C
R E
E K
N E
B R
A S
K A
W .C .D
A V
E N
P O
R T
A R
E A
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N
CG108
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
A R
E A
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N
CG108
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
R A
N D
O L P
H
N E
J U
L Y
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
N 937,326.01
E 2,355,546.51
N 937,371.71
E 2,355,546.31
FB SIGN
G R
A V E L
G R
A V E L
6' CHAIN LINK FENCE
VERTICAL = NAVD 88
STATE PLANE NAD 83, NE 2600 ZONE
ELEVATION = 1652.51
EASTING = 2354815.53
NORTHING = 937301.23
PROJECT CONTROL POINT IH-17-32A
PATH
CONCRETE
LINE DROP ON POLE
16451645
1645 1645
1645 1645
1650 1650
16501650
01650
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
E
S
CP
CPE
STORM DRAIN "SD8"
TO NEW CHANNEL GRADE
TRANSITION EXISTING CHANNEL
SHOLES RD
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
D
16451645
1650 1650
20' 40'0
SCALE: 1" = 20'
SCALE: 1" = 400'
KEY PLAN
M A
T C
H L
IN
E A
R E
A
LEGEND
1+
2+
3+
0+
.4
.7
.8
.1
.7
.8
.6
.3
.4
.7
.5
.7
.4
.3
.5 7 +
.7
.8
.9
.8
.9
.9
.4
.4
.0
.8
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
3. SEE CG500 SERIES SHEETS FOR STORM DRAINAGE DETAILS.
2. SEE CG300 SERIES SHEETS FOR GRADING CROSS SECTIONS.
STORM DRAIN PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL, ROADWAY, AND
NOTES:
NEW AREA INLET - NDOT GRATE TYPE "A"
NEW MANHOLE - NDOT TYPE "B"
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:56:33 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
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A R
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IS
T R
IC
T
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
W .C .D
A V
E N
P O
R T
A R
E A
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N
CG109
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
A R
E A
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N
CG109
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
R A
N D
O L P
H
N E
J U
L Y
W F
B
F L
O O
D R
IS
K M
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A G
E M
E N
T P
R O J E
C T P
H A
S E
N 937,457.47
E 2,355,221.87
N 937,433.49
E 2,355,222.79
LINE DROP
GRAVEL
S H
O L E S R
O A
D
SILTED FULL)
(NORTH END BURIED, THIS END
TOP 24" CMP PIPE ELEV = 1651.37
SILTED FULL)
(NORTH END BURIED, THIS END
TOP 24" CMP PIPE ELEV = 1651.37
FUEL POINT
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
C
F
TO NEW CHANNEL GRADE
TRANSITION EXISTING CHANNEL
TRIBUTARY CHANNEL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
20' 40'0
SCALE: 1" = 20'
SCALE: 1" = 400'
KEY PLAN
MATCH LINE AREA 8
LEGEND
3+00
4+00
5+00
.0
.2
.1
.3
.1
.3
.1
.3
.7
.9
.5
.4
.7
.8
.5
.8
.5
.2
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
3. SEE CG500 SERIES SHEETS FOR STORM DRAINAGE DETAILS.
2. SEE CG300 SERIES SHEETS FOR GRADING CROSS SECTIONS.
STORM DRAIN PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL, ROADWAY, AND
NOTES:
NEW AREA INLET - NDOT GRATE TYPE "A"
NEW MANHOLE - NDOT TYPE "B"
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:57:20 AM 7/6/2020
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IC
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ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
W .C .D
A V
E N
P O
R T
A R
E A
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N
CG110
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
A R
E A
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N
CG110
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
R A
N D
O L P
H
N E
J U
L Y
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
CHANNEL FINISHED GRADE
EXISTING GRADE
ON LIDAR, APPROXIMATE
EXISTING GRADE BASED
APPROXIMATELY 1632.00
EXACT ELEVATION UNKNOWN
GRADE CHANNEL TO EXISTING
EXCAVATION
CHANNEL FINISHED GRADE
EXISTING GRADE
EXCAVATION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
16601660
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60
E L E
V A
T
IO
N
P V I .0
E L E
V
.4
.9
.8
.0
.1
.7
.0
.4
.6
.9
.2
.4
.6
.1
.2
.8
.2
.4
.9
.1
.1
.0
.4
.4
.5
.5
.6
.6
.7
.7
.8
.8
.9
.9
.0
.0
.1
.1
.2
.2
.3
.3
.4
.4
.5
.5
.6
.6
SD-1
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.2
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.2
.0
.0
.2
.9
.0
.0
.0
.0
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.6
.4
.0
.3
.7
.7
.7
.8
.8
.8
.9
.9
.5
.6
.6
.7
.7
.8
.8
.9
.9
.0
.0
.0
.1
.1
.2
.2
.3
.3
.4
.4
.5
.5
.6
.6
.7
.7
.8
.8
.9
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:58:09 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
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IC
T
M
ID
D L E L
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R E
E K
N E
B R
A S
K
H
IS
S
H E
E T
M A
T C
H L
IN
E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
E L E
V A
T
IO
N
5+60
10+805+20
C G
M A
T C
H L
IN
E
W .C .D
A V
E N
P O
R T
CG201
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
CG201
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
MIDDLE LOGAN CREEK
MAIN CHANNEL PROFILE
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
5' 10'0
VERTICAL SCALE: 1" = 5'-0"
R A
N D
O L P
H
N E
STATION
STATION
M A
IN
C
H A
N N
E L P
R O
F
IL
E M
A
IN
C
H A
N N
E L P
R O
F
IL
E
J U
L Y
ALL PROFILES SHOWN AT NEW MAIN CHANNEL CENTERLINE.
NOTE:
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S
EXCAVATION
CHANNEL FINISHED GRADE
EXISTING GRADE
SEE STRUCTURAL
NEW BRIDGE ST. BRIDGE
EXCAVATION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00
G = 0.24%
.9
.9
.0
.1
.1
.7
.3
.0
.8
.8
.3
.6
.4
.8
.0
.7
.1
.0
.2
.0
.4
.1
.1
.0
.5
.2
.9
.1
.8
.9
.9
.0
.0
.1
.1
.2
.2
.3
.3
.4
.4
.5
.5
.6
.6
.7
.7
.8
.8
.8
.9
.9
.0
.0
.1
.1
SD-3 SD-4
15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20
.9
.1
.1
.5
.5
.3
.4
.0
.3
.6
.0
.6
.9
.2
.1
.5
.0
.5
.5
.8
.9
.5
.3
.8
.9
.0
.5
.1
.1
.2
.2
.3
.3
.4
.4
.5
.5
.6
.6
.7
.7
.8
.8
.9
.9
.0
.0
.1
.1
.2
.2
.3
.3
.4
.4
SD-3 SD-4
SD-6 SD-5
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:58:54 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
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.d g n
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IS
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IC
T
M
ID
D L E L
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E K
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B R
A S
IS
S
H E
E T
M A
T C
H L
IN
E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
E L E
V A
T
IO
N
C G
M A
T C
H L
IN
E
C G
M A
T C
H L
IN
E
E L E
V A
T
IO
N
15+60
10+40 16+00
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R A
N D
O L P
H
N E
W .C .D
A V
E N
P O
R T
CG202
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
CG202
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
MIDDLE LOGAN CREEK
STATION
STATION
MAIN CHANNEL PROFILE (CONT.)
J U
L Y
M A
IN
C
H A
N N
E L P
R O
F
IL
E M
A
IN
C
H A
N N
E L P
R O
F
IL
E
ALL PROFILES SHOWN AT NEW MAIN CHANNEL CENTERLINE.
NOTE:
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S
EXCAVATION
CHANNEL FINISHED GRADE
EXISTING GRADE
EXCAVATION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40
.0
.5
.7
.9
.6
.7
.7
.8
.9
.9
.0
.0
.8
.7
.5
.1
.4
.7
.0
.3
.5
.4
.9
.9
.8
.8
.6
.0
.4
.4
.5
.5
.5
.6
.6
.7
.7
.8
.8
.9
.9
.0
.0
.1
.1
.2
.2
.3
.3
.4
.4
.5
.5
.6
.6
.7
26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60
P V I .0
E L E
V
.2
G = 0.36%
.6
.0
.3
.6
.0
.5
.8
.1
.6
.2
.4
.1
.8
.8
.7
.0
.8
.9
.8
.3
.6
.9
.3
.4
.4
.9
.7
.0
.6
.6
.7
.7
.8
.8
.9
.9
.0
.0
.1
.1
.2
.2
.3
.3
.4
.5
.6
.6
.7
.8
.8
.9
.0
.1
.1
.2
.3
SD-7
SD-8
TRIBUTARY CHANNEL
CL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg7:59:37 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
C G
.d g n
O M
A H
A D
IS
T R
IC
T
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
IS
S
H E
E T
M A
T C
H L
IN
E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
E L E
V A
T
IO
N
C G
M A
T C
H L
IN
E
C G
M A
T C
H L
IN
E
E L E
V A
T
IO
N
26+4020+80
31+6026+00
R A
N D
O L P
H
N E
W .C .D
A V
E N
P O
R T
CG203
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
CG203
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
MAIN CHANNEL PROFILE (CONT.)
MIDDLE LOGAN CREEK
STATION
STATION
J U
L Y
M A
IN
C
H A
N N
E L P
R O
F
IL
E M
A
IN
C
H A
N N
E L P
R O
F
IL
E
ALL PROFILES SHOWN AT NEW MAIN CHANNEL CENTERLINE.
NOTE:
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S
SEE STRUCTURAL
NEW SHOLES RD. BRIDGE
EXCAVATION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
16601660
31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 34+80 35+0035+00
E L E
V A
T
IO
N
P V I .7
E L E
V
.9
P V I .5
E L E
V
.8
G = 1.23%
.7
.0
.2
.1
.9
.1
.8
.1
.2
.6
.8
.1
.1
.4
.8
.2
.0
.6
.4
.6
.6
.1
.2
.3
.4
.4
.5
.6
.6
.7
.8
.9
.1
.3
.5
SD-8
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:00:23 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
U .S
A R
M Y C
O R
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F E
N G
IN
E E
C G
.d g n
O M
A H
A D
IS
T R
IC
T
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
C G
M A
T C
H L
IN
E
E L E
V A
T
IO
N
31+20
W .C .D
A V
E N
P O
R T
CG204
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
CG204
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
R A
N D
O L P
H
N E
MAIN CHANNEL PROFILE (CONT.)
MIDDLE LOGAN CREEK
STATION
M A
IN
C
H A
N N
E L P
R O
F
IL
E M
A
IN
C
H A
N N
E L P
R O
F
IL
E
J U
L Y
PROFILE SHOWN AT NEW MAIN CHANNEL CENTERLINE.
NOTE:
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S
SEE DETAIL CE502
ROCK RIFFLE
EXCAVATION
MAIN CHANNEL CENTERLINE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
16601660
16601660
100+00 100+20 100+40 100+60 100+80 101+00 101+20 101+40 101+60 101+80 102+00 102+20 102+40 102+60 102+80 103+00 103+20 103+40 103+60 103+80 104+00 104+20 104+40 104+60 104+80 105+00 105+20
E L E
V A
T
IO
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E L E
V A
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IO
N
TributaryRealignment
P V I .0
E L E
V
.8
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V
.6
P V I .2
E L E
V
.0
P V I .2
E L E
V
.0
P V I .2
E L E
V
.8
G = 0.42%
G = .00
G = 0.00%
G = -2.90%
.2
.1
.8
.6
.4
.1
.6
.5
.2
.7
.1
.2
.7
.6
.7
.9
.8
.5
.2
.8
.3
.8
.7
.0
.7
.4
.0
.8
.9
.0
.1
.2
.2
.3
.4
.5
.6
.7
.7
.8
.9
.0
.1
.2
.2
.3
.4
.5
.9
.8
.2
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:01:03 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
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M Y C
O R
P S O
F E
N G
IN
E E
C G
.d g n
O M
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IC
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M
ID
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E K
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A S
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O L P
H
N E
W .C .D
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E N
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R T
CG205
D
B
IR
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Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
CG205
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
T R
IB
U T
A R
Y C
H A
N N
E L P
R O
F
IL
E T
R
IB
U T
A R
Y C
H A
N N
E L P
R O
F
IL
E
TRIBUTARY CHANNEL PROFILE
STATION
J U
L Y
PROFILE SHOWN AT NEW TRIBUTARY CHANNEL CENTERLINE.
NOTE:
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S
ROADWAY FINISHED GRADE
CHANNEL FINISHED GRADE
ROADWAY FINISHED GRADE
EXISTING GRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
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U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
16651665
16651665
200+00 200+20 200+40 200+60 200+80 201+00 201+20 201+40 201+60 201+80 202+00 202+20 202+40 202+60 202+80 203+00 203+20 203+40 203+60 203+80 204+00 204+20 204+40 204+60 204+80 205+00 205+20
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
P V I .0
E L E
V
.6
P
V C
.3
E L E
V
.6
P V I .8
E L E
V
.7
P V
T
.3
E L E
V
.0
P
V C
.5
E L E
V
.1
P V I .0
E L E
V
.1
H I .5
E L E
V .1
P V
T
.5
E L E
V
.1
P V
C
.5
E L E
V
.1
H I .5
E L E
V .1
P V I .0
E L E
V
.1
P V
T
.5
E L E
V
.1
P V
C
.6
E L E
V
.4
P V I .1
E L E
V
.6
P V
T
.6
E L E
V
.1
P V I .0
E L E
V
.1
G = 0.16%
G = 4 .25%
G = 0.00%
G = -4.25%
G = -1.00%
L 107.00'
G1 0.16%
G2 4.25% e 0.55'
L 51.00'
G1 4.25%
G2 0.00% e -0.27'
L 51.00'
G1 0.00%
G2 -4.25% e -0.27' L 85.00'
G1 -4.25%
G2 -1.00% e 0.35'
.6
.6
.7
.7
.8
.0
.3
.5
.8
.1
.4
.8
.3
.1
.8
.3
.5
.1
.6
.9
.2
.8
.5
.3
.2
.1
.6
.7
.0
.4
.9
.7
.5
.0
.1
.1
.1
.1
.1
.1
.1
.1
.1
.0
.5
.6
.8
.2
.6
.3
.1
16701670
16701670
300+00 300+20 300+40 300+60 300+80 301+00 301+20 301+40 301+60 301+80 302+00 302+20 302+40 302+60 302+80 303+00 303+20 303+40
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
P V I .8
E L E
V
.2
P V
C
.6
E L E
V
.2
H I .6
E L E
V .2
P V I .1
E L E
V
.2
P V
T
.6
E L E
V
.0
P V I .0
E L E
V
.9
G = 0.00% G = -1.13%
L 35.00'
G1 0.00%
G2 -1.13% e -0.05'
.1
.1
.3
.3
.5
.7
.0
.4
.1
.8
.4
.1
.7
.4
.1
.9
.7
.5
.2
.2
.2
.2
.2
.2
.2
.2
.2
.2
.2
.2
.1
.9
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:01:53 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
C G
.d g n
O M
A H
A D
IS
T R
IC
T
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
31+20
BRIDGE STREET PROFILE
SHOLES ROAD PROFILE
R A
N D
O L P
H
N E
J U
L Y
W .C .D
A V
E N
P O
R T
R O
A D
W A
Y P
R O
F
IL
E S
CG206
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
R O
A D
W A
Y P
R O
F
IL
E S
CG206
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S
ELEV. 1633.45
ELEV. 1632.52
MAIN CHANNEL
ELEV. 1633.02
PIPE (APPROX.)
EXISTING 24"
ELEV. 1632.75
MAIN CHANNEL
ELEV. 1633.25
ELEV. 1633.79
EXISTING GRADE
FINISHED GRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
SCALE: HORIZONTAL 1" = 20'-0" VERTICAL 1" = 5'-0"
20' 40'0 5' 10'0
SD1
STORM DRAIN "SD1" PROFILE
INV. OUT 1634.45
S = 1.50%
DIA. = 24"
RCP (CLASS III)
INV. IN 1634.81
16501650
16501650
0+00 0+20 0+40 0+60
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
-0+20
E 2,357,394.62
N 939,013.00
DEPTH (H) = 9.38'
RIM ELEV. 1644.19
STA. 0+00.00
NDOT TYPE "B"
MANHOLE
E 2,357,422.33
N 939,013.83
STA. 0+27.73
FLAP GATE
OUTLET W/
1" = 20'- 0"
HORIZONTAL SCALE:
1" = 5'- 0"
VERTICAL SCALE:
SCALE: HORIZONTAL 1" = 20'-0" VERTICAL 1" = 5'-0"
20' 40'0 5' 10'0
SD2
STORM DRAIN "SD2" PROFILE
16551655
16551655
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
S = 1.00%
DIA. = 24"
RCP (CLASS III)
E 2,357,420.19
N 938,923.22
STA. 0+88.75
FLAP GATE
OUTLET W/
E 2,357,331.45
N 938,922.02
DEPTH (X) = 3.14'
GRATE TYPE "A"
RIM ELEV. 1638.80
STA. 0+00.00
AREA INLET
INV. IN 1635.66
INV. OUT 1634.79
1" = 20'- 0"
HORIZONTAL SCALE:
1" = 5'- 0"
VERTICAL SCALE:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:02:42 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
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A R
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P S O
F E
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C G
.d g n
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A H
A D
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T R
IC
T
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
N D
O L P
H
N E
W .C .D
A V
E N
P O
R T
S T
O R
M D
R A
IN
P
R O
F
IL
E S
CG207
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
S T
O R
M D
R A
IN
P
R O
F
IL
E S
CG207
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
J U
L Y
ELEV. 1637.72
ELEV. 1636.57
ELEV. 1636.07
MAIN CHANNEL
EXISTING GRADE
FINISHED GRADE
PIPE (APPROX.)
EXISTING 30"
ELEV. 1637.75
ELEV. 1636.19
MAIN CHANNEL
ELEV. 1636.69
EXISTING GRADE
FINISHED GRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
SCALE: HORIZONTAL 1" = 20'-0" VERTICAL 1" = 5'-0"
20' 40'0 5' 10'0
SD3
STORM DRAIN "SD3" PROFILE
16551655
16551655
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
SD3
E 2,356,383.08
N 938,296.93
DEPTH (H) = 8.59'
RIM ELEV. 1648.31
STA. 0+00.00
NDOT TYPE "B"
MANHOLE
E 2,356,418.91
N 938,236.31
STA. 0+71.14
FLAP GATE
OUTLET W/
S = 1.50%
DIA. = 30"
RCP (CLASS III)INV. IN 1639.73 INV. OUT 1638.72
1" = 20'- 0"
HORIZONTAL SCALE:
1" = 5'- 0"
VERTICAL SCALE:
SCALE: HORIZONTAL 1" = 20'-0" VERTICAL 1" = 5'-0"
20' 40'0 5' 10'0
SD4
STORM DRAIN "SD4" PROFILE
16601660
16601660
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
SD4
E 2,356,358.40
N 938,006.24
DEPTH (X) = 3.14'
GRATE TYPE "A"
RIM ELEV. 1644.61
STA. 0+00.00
AREA INLET
E 2,356,409.06
N 938,016.26
DEPTH (X) = 3.98'
GRATE TYPE "A"
RIM ELEV. 1644.22
STA. 0+51.60
AREA INLET
E 2,356,406.86
N 938,117.89
STA. 1+53.07
FLAP GATE
OUTLET W/
S = 1.50%
DIA. = 18"
RCP (CLASS III)
S = 1.50%
DIA. = 24"
RCP (CLASS III)
INV. IN 1641.48 INV. OUT 1640.75
INV. IN 1640.25
INV. OUT 1638.75
1" = 20'- 0"
HORIZONTAL SCALE:
1" = 5'- 0"
VERTICAL SCALE:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:03:31 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
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P S O
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.d g n
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T R
IC
T
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
N D
O L P
H
N E
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
J U
L Y
W .C .D
A V
E N
P O
R T
S T
O R
M D
R A
IN
P
R O
F
IL
E S
CG208
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
S T
O R
M D
R A
IN
P
R O
F
IL
E S
CG208
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
ELEV. 1638.71
ELEV. 1637.16
MAIN CHANNEL
ELEV. 1637.66
EXISTING GRADE
FINISHED GRADE
ELEV. 1639.10
ELEV. 1637.06
MAIN CHANNEL
ELEV. 1637.56
EXISTING GRADE
FINISHED GRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
SCALE: HORIZONTAL 1" = 20'-0" VERTICAL 1" = 5'-0"
20' 40'0 5' 10'0
SD5
STORM DRAIN "SD5" PROFILE
16601660
16601660
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
SD5
E 2,356,105.43
N 937,980.18
DEPTH (X) = 5.46'
GRATE TYPE "A"
RIM ELEV. 1645.84
STA. 0+00.00
AREA INLET
E 2,356,074.33
N 938,015.16
STA. 0+46.28
FLAP GATE
OUTLET W/
S = 1.50%
DIA. = 24"
RCP (CLASS III)
INV. IN 1640.39 INV. OUT 1639.71
1" = 20'- 0"
HORIZONTAL SCALE:
1" = 5'- 0"
VERTICAL SCALE:
SCALE: HORIZONTAL 1" = 20'-0" VERTICAL 1" = 5'-0"
20' 40'0 5' 10'0
SD6
STORM DRAIN "SD6" PROFILE
16601660
16601660
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
S = 1.50%
DIA. = 24"
RCP (CLASS III)
INV. IN 1640.26 INV. OUT 1639.60
E 2,356,003.65
N 938,165.61
DEPTH (X) = 3.24'
GRATE TYPE "A"
RIM ELEV. 1643.50
STA. 0+00.00
AREA INLET
E 2,356,030.74
N 938,129.34
STA. 0+45.27
FLAP GATE
OUTLET W/
1" = 20'- 0"
HORIZONTAL SCALE:
1" = 5'- 0"
VERTICAL SCALE:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:04:17 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
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.d g n
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ID
D L E L
O G
A N C
R E
E K
N E
B R
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N D
O L P
H
N E
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
J U
L Y
W .C .D
A V
E N
P O
R T
S T
O R
M D
R A
IN
P
R O
F
IL
E S
CG209
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
S T
O R
M D
R A
IN
P
R O
F
IL
E S
CG209
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
ELEV. 1641.11
ELEV. 1639.19
MAIN CHANNEL
ELEV. 1639.69
PIPE (APPROX.)
EXISTING 36"
ELEV. 1641.37
ELEV. 1640.83
ELEV. 1640.33
MAIN CHANNEL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
SCALE: HORIZONTAL 1" = 20'-0" VERTICAL 1" = 5'-0"
20' 40'0 5' 10'0
SD7
STORM DRAIN "SD7" PROFILE
16601660
16601660
-0+20 0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
INV. IN 1642.27 INV. OUT 1641.61
S = 1.50%
DIA. = 24"
RCP (CLASS III)
E 2,355,546.51
N 937,326.01
DEPTH (X) = 5.23'
GRATE TYPE "A"
RIM ELEV. 1647.50
STA. 0+00.00
AREA INLET
E 2,355,546.31
N 937,371.71
STA. 0+45.73
FLAP GATE
OUTLET W/
1" = 20'- 0"
HORIZONTAL SCALE:
1" = 5'- 0"
VERTICAL SCALE:
SCALE: HORIZONTAL 1" = 20'-0" VERTICAL 1" = 5'-0"
20' 40'0 5' 10'0
SD8
STORM DRAIN "SD8" PROFILE
16601660
16601660
-0+20 0+00 0+20 0+40 0+60
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
INV. IN 1642.68
S = 1.50%
DIA. = 36"
RCP (CLASS III)
INV. OUT 1642.37
E 2,355,221.87
N 937,457.47
DEPTH (H) = 8.84'
RIM ELEV. 1651.52
ST
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