ATCH 3. Randolph Dwgs - 2 OF 3.pdf
PDF 41 MB Posted
- Solicitation number
- W9128F21B0012
About this file
This document provides details on a federal solicitation for the Middle Logan Creek Flood Risk Management Project, Phase 2 in Randolph, Nebraska. The U.S. Army Corps of Engineers Engineering District Omaha is seeking contractors to perform earthwork and grading for a realigned and widened Middle Logan Creek channel extending from approximately 550 feet upstream of County Line Road to 150 feet upstream of Sholes Road bridge. The work also includes transitioning from a natural channel to a trapezoidal widened channel section, installing grade control and erosion protection measures, replacing bridges on Main Street, Douglas Street and 558th Avenue, removing a pedestrian bridge, performing roadway realignments, constructing a shoo fly bridge detour, and installing fencing, pavement and utility infrastructure. A mandatory site visit is scheduled for July 27, 2021 at 10:00 am local time in Randolph, Nebraska to allow interested contractors to view the project site.
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BOX
SAND
G R
A V E L
16451645
16451645
SCOREBOARD
TOP SS MH ELEV= 1652.05 SFTOUT: 1652.0510-OUT
TEETOR TOTTER
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
10"
MONKEY BARS
4"
8"4"
S
16451645
1650 1650
PHASE 1 WORK
APPROX. GRADE OF
AT INTERFACE
PHASE 1 GRADING
TIE SMOOTHLY INTO
SD1
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
2 3 4 5 6 7 8 9 10
SHEET ID
CB
20' 40'0
SCALE: 1" = 20'
KEY PLAN
N
SCALE: 1" = 500'
N
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
NEW CULVERT PIPE
NEW CURB INLET
NEW AREA INLET
NEW STORM DRAIN MANHOLE
-0+20-0+20
0+00
0+8
0+00
E 2354688.26 N 937463.92
STA -0+20.00
POB
E 2354688.60 N 937443.92
STA 0+00.00
PI
E 2
.43
N 9
68.
STA 0
+80 .00
POE
CLARITY. SEE CS SERIES SHEETS FOR DETAILS.
5. HATCHING OF ROADWAY PAVEMENT SHOWN FOR
SHALL BE "TYPE I" AS INDICATED ON CG509.
4. BEDDING FOR STORM DRAINS AND CULVERTS
DRAINAGE DETAILS.
3. SEE CG500 SERIES SHEETS FOR STORM
CROSS SECTIONS.
2. SEE CG300 SERIES SHEETS FOR GRADING
ROADWAY, STORM DRAIN, AND CULVERT PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL,
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:57:30 AM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
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IN
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O M
A H
A
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C
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N D
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ID
D L E L
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A N C
R E
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N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
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
CG101
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
CG101
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
J U
L Y
W F
B
CG207
A1
CB
D
51655
TOP ST MH ELEV= 1655.32 SFT
TOP ST MH ELEV= 1655.35 SFT
6' ORNAMENTAL FENCE
N MAIN St
S MAIN St
PRESSURE VALVE
BUILDING (TRAILER) 208
BUILDING NO NUMBER
APPROX. ELEV. 1610
IN SHARED BORING
ELECTRIC/COMM LINES
APPROX. ELEV. 1610
IN SHARED BORING
ELECTRIC/COMM LINES
M
T
G
SD2
SD3
SD4
SHOWN ON PLAN AND PROFILE
SD2 ON PIPE TO MATCH GENERAL POSITION
IS APPROXIMATE. LOCATE IN FIELD AND PLACE
EXISTING STORM DRAIN LOCATION SHOWN
NOTE:
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
2 3 4 5 6 7 8 9 10
SHEET ID
6+00
7+00
8+00
9+00
D
CB
C B
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
NEW CULVERT PIPE
NEW CURB INLET
NEW AREA INLET
NEW STORM DRAIN MANHOLE
-0
-0
E
.7
N
.6
S T
A -0
.0
P O
B
E
.4
N
.3
S T
A
.0
P O
E
-0+20-0+20
0+00
0+00
E 2354368.46
N 937068.89
STA -0+20.00
POB
E 2354321.09
N 937068.45
STA 0+27.36
PI
E
.8
N
.2
S
T A
.5
P I
E
.6
N
.9
S
T A
.4
P I
E
.5
N
.6
S T
A
.0
P O
E
-0+20 -0+20
0+00
0+00 E 2354373.72
N 937525.40
STA -0+20.00
POB
E 2354328.92 N 937507.48
STA 0+28.25
PI
E 2354295.21
N 937507.12
STA 0+61.96
PI
E
.6
N
.8
S T
A
.2
P I
E
.6
N
.1
S
T A
.0
P
O E
CLARITY. SEE CS SERIES SHEETS FOR DETAILS.
5. HATCHING OF ROADWAY PAVEMENT SHOWN FOR
SHALL BE "TYPE I" AS INDICATED ON CG509.
4. BEDDING FOR STORM DRAINS AND CULVERTS
DRAINAGE DETAILS.
3. SEE CG500 SERIES SHEETS FOR STORM
CROSS SECTIONS.
2. SEE CG300 SERIES SHEETS FOR GRADING
ROADWAY, STORM DRAIN, AND CULVERT PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL,
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:57:57 AM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
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F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
F L
O O
D R
IS
K M
A N
A G
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E N
T P
R O J E
C T P
H A
S E
R A
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
O M
A H
A D
IS
T R
IC
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
CG102
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
CG102
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
J U
L Y
CG207
E1
CG207
A4
CG207
E4
FLOWER BED
STRG PAD
APPROX. ELEV. 1605
IN SHARED BORING
ELECTRIC/COMM LINES
INVERT ELELVATION=1657.645
DIAMETER=5"
MATERIAL=CMP
WALNUT
14"
WALNUT
16"
WALNUT
18"
BUILDING 207
BUILDING
BUILDING
BUILDING
APPROX. ELEV. 1605
IN SHARED BORING
ELECTRIC/COMM LINES
S DOUGLAS ST
6' WOOD FENCE
N DOUGLAS ST
TOP ST DI ELEV= 1656.95 SFT
FLAG
CLOTHES LINE
8" IRON N = 1649.271
6" IRON SW = 1649.939
RIM = 1657.158
24"
ELEV = 1654.94
W FL OUT 16" RCP
12" RCP NW = 1653.416
15" RCP S = 1653.248
RIM = 1657.117
12" RCP SE = 1653.798
RIM = 1657.367
TOP SS MH ELEV= 1657.95 SFT
OUT: 1657.9490-OUT
W
S FL OUT 8" VCP ELEV = 1649.28
W FL IN 6" VCP ELEV = 1649.45
TOP SS MH ELEV = 1657.95
8"
8"
8"
6"
NE FL OUT 42" RCP ELEV = 1648.27
S FL IN 42" RCP ELEV = 1648.44
TOP ST MH ELEV = 1658.27
8"
8"
4"
5"
5"
4"
STRG
BIRD HOUSE
CHILDREN PLAYING
SLOW
24"
36"36"
30"
12"
T
G
CI
CI
G G
CB
CP
M
S
D
D
S
M
AC
D
SD5
SD6
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
2 3 4 5 6 7 8 9 10
SHEET ID
10+00
11+00
12+00
13+00
D
D
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
NEW CULVERT PIPE
NEW CURB INLET
NEW AREA INLET
NEW STORM DRAIN MANHOLE
-0
-0
0 1
E
.0
N
.3
S
T A -0
.0
P O
B
E
.5
N
.3
S
T A
.0
0 P I
E .0
N .6
S T
A
.0
P I
E
.2
N
.6
S T
A
.0
P O
E
-0+
-0+
0+
0+
E 2353944.17
N 937477.59
S T A -0+
20.00
P O
B
E 2353974.26
N 937446.81
S T A 0+
23.05 P I
E
.4
N
.9
S T
A
.0
P O
E
CLARITY. SEE CS SERIES SHEETS FOR DETAILS.
5. HATCHING OF ROADWAY PAVEMENT SHOWN FOR
SHALL BE "TYPE I" AS INDICATED ON CG509.
4. BEDDING FOR STORM DRAINS AND CULVERTS
DRAINAGE DETAILS.
3. SEE CG500 SERIES SHEETS FOR STORM
CROSS SECTIONS.
2. SEE CG300 SERIES SHEETS FOR GRADING
ROADWAY, STORM DRAIN, AND CULVERT PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL,
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:58:22 AM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
IC
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
CG103
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
CG103
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
J U
L Y
W F
B
CG208
A1
CG208
E1
FLOWER BED
STRG PAD
APPROX. ELEV. 1605
IN SHARED BORING
ELECTRIC/COMM LINES
INVERT ELELVATION=1657.645
DIAMETER=5"
MATERIAL=CMP
WALNUT
14"
WALNUT
16"
WALNUT
18"
BUILDING 207
BUILDING
BUILDING
BUILDING
APPROX. ELEV. 1605
IN SHARED BORING
ELECTRIC/COMM LINES
S DOUGLAS ST
6' WOOD FENCE
N DOUGLAS ST
TOP ST DI ELEV= 1656.95 SFT
FLAG
CLOTHES LINE
8" IRON N = 1649.271
6" IRON SW = 1649.939
RIM = 1657.158
24"
ELEV = 1654.94
W FL OUT 16" RCP
TOP SS MH ELEV= 1657.95 SFT
OUT: 1657.9490-OUT
W
S FL OUT 8" VCP ELEV = 1649.28
W FL IN 6" VCP ELEV = 1649.45
TOP SS MH ELEV = 1657.95
8"
8"
8"
6"
NE FL OUT 42" RCP ELEV = 1648.27
S FL IN 42" RCP ELEV = 1648.44
TOP ST MH ELEV = 1658.27
8"
8"
4"
5"
5"
4"
STRG
BIRD HOUSE
CHILDREN PLAYING
SLOW
24"
36"36"
30"
12"
T
G
G G
CB
CP
M
S S
M
AC
D
SD5
SD6
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
2 3 4 5 6 7 8 9 10
SHEET ID
10+00
11+00
12+00
13+00
D
D
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
NEW CULVERT PIPE
NEW CURB INLET
NEW AREA INLET
NEW STORM DRAIN MANHOLE
-0
-0
0 1
E
.0
N
.3
S
T A -0
.0
P O
B
E
.5
N
.3
S
T A
.0
0 P I
E .0
N .6
S T
A
.0
P I
E
.2
N
.6
S T
A
.0
P O
E
-0+20-0+20
0+00
0+00
E 2353908.18 N 937525.23
STA -0+20.00
POB
E 2353955.53 N 937526.46
STA 0+27.37
PI
E
.2
N
.8
S
T A
.1
P I
E
.7
N
.0
S T
A
.0
P O
E
CLARITY. SEE CS SERIES SHEETS FOR DETAILS.
5. HATCHING OF ROADWAY PAVEMENT SHOWN FOR
SHALL BE "TYPE I" AS INDICATED ON CG509.
4. BEDDING FOR STORM DRAINS AND CULVERTS
DRAINAGE DETAILS.
3. SEE CG500 SERIES SHEETS FOR STORM
CROSS SECTIONS.
2. SEE CG300 SERIES SHEETS FOR GRADING
ROADWAY, STORM DRAIN, AND CULVERT PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL,
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:58:49 AM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
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F
IL
E N
A M
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F L
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K M
A N
A G
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T P
R O J E
C T P
H A
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N D
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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
O M
A H
A D
IS
T R
IC
T
R D
C G
A .d g n
A R
E A
A R
E A
W F
B
W .C .D
A V
E N
P O
R T
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N
O P
T
IO
N
CG103A
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
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N
O P
T
IO
N
CG103A
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
J U
L Y
CG208A
A1
CG208
E1
16501650
1650 1650
1650 1650
W
1655 1655
1655 1655
V
IN
Y L F
E N
C E
CLOTHES LINE
24"
24"
20" 20"
20"
20"
24"
24"
24"
30"
30"
30"
6" PVC DRAIN TILE
APPROX. ALIGNMENT
M
SD7
SD8
SEE SD8 PROFILE
WITH COMPACTED FILL
OF NEW INET TO EXISTING GRADE
SLOPE AT 2% FROM ELEVATION
AREA WILL BE SEEDED BY OTHERS.
OVER TO THE CITY OF RANDOLPH. THE DISTURBED
OF DISTURBED AREA FOR SD8, TURN AREA
AFTER REPLACEMENT OF GRADE AND TOPSOIL
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
2 3 4 5 6 7 8 9 10
SHEET ID
CB
CB
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
NEW CULVERT PIPE
NEW CURB INLET
NEW AREA INLET
NEW STORM DRAIN MANHOLE
-0+20-0+20
0+00
1+00
1+40
0+00
E 2353523.38
N 937231.49
STA -0+20.00
POB
E 2353546.78
N 937389.77
STA 1+40.00
POE
-0+2
-0+2
0+00
0+80
0+00
E 23
3.62N 93
.84STA -0+
20.00POB
E 23
3.72N 93
.88STA 0+
80.00POE
CLARITY. SEE CS SERIES SHEETS FOR DETAILS.
5. HATCHING OF ROADWAY PAVEMENT SHOWN FOR
SHALL BE "TYPE I" AS INDICATED ON CG509.
4. BEDDING FOR STORM DRAINS AND CULVERTS
DRAINAGE DETAILS.
3. SEE CG500 SERIES SHEETS FOR STORM
CROSS SECTIONS.
2. SEE CG300 SERIES SHEETS FOR GRADING
ROADWAY, STORM DRAIN, AND CULVERT PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL,
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:59:13 AM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
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A R
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IT
O L A
V E
F
IL
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B E
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.d g n
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IS
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R O J E
C T P
H A
S E
R A
N D
O L P
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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
O M
A H
A D
IS
T R
IC
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
CG104
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
CG104
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
J U
L Y
CG208
A6
CG208
E6
55 1655
60 1660
20"
24"
12"
20"
12"
12"
14"
14"
16"
12"
20"
B
A R
B E
D W
IR
E F
E N
C E
B
A R
B E
D W
IR
E F
E N
C E
SD9
SHOWN ON PLAN AND PROFILE
SD9 ON PIPE TO MATCH GENERAL POSITION
IS APPROXIMATE. LOCATE IN FIELD AND PLACE
EXISTING STORM DRAIN LOCATION SHOWN
NOTE:
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
2 3 4 5 6 7 8 9 10
SHEET ID
C B
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
NEW CULVERT PIPE
NEW CURB INLET
NEW AREA INLET
NEW STORM DRAIN MANHOLE
-0 +2
-0 +2
0+
1+
E
.1
N
9.
S
TA
-0
+2 0.
P O
B
E
.0
N
3.
S
TA
+0
0.
P O E
SEE CS SERIES SHEETS FOR DETAILS.
5. HATCHING OF ROADWAY PAVEMENT SHOWN FOR CLARITY.
AS INDICATED ON CG509.
4. BEDDING FOR STORM DRAINS AND CULVERTS SHALL BE "TYPE I"
3. SEE CG500 SERIES SHEETS FOR STORM DRAINAGE DETAILS.
2. SEE CG300 SERIES SHEETS FOR GRADING CROSS SECTIONS.
ROADWAY, STORM DRAIN, AND CULVERT PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL,
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:59:39 AM 7/11/2021
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A R
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P S O
F E
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IN
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A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
IC
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
CG101
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
CG101
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
J U
L Y
CG209
A1
24"
20"
24"
20"
20"
30"
16"
30"
20"
30"
36"
36"
36"
20"
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
2 3 4 5 6 7 8 9 10
SHEET ID
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
NEW CULVERT PIPE
NEW CURB INLET
NEW AREA INLET
NEW STORM DRAIN MANHOLE
CLARITY. SEE CS SERIES SHEETS FOR DETAILS.
5. HATCHING OF ROADWAY PAVEMENT SHOWN FOR
SHALL BE "TYPE I" AS INDICATED ON CG509.
4. BEDDING FOR STORM DRAINS AND CULVERTS
DRAINAGE DETAILS.
3. SEE CG500 SERIES SHEETS FOR STORM
CROSS SECTIONS.
2. SEE CG300 SERIES SHEETS FOR GRADING
ROADWAY, STORM DRAIN, AND CULVERT PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL,
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:00:02 PM 7/11/2021
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A R
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P S O
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A
N E
C
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IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
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.d g n
F L
O O
D R
IS
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E M
E N
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C T P
H A
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R A
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
O M
A H
A D
IS
T R
IC
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
CG106
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
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
W F
B
J U
L Y
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
2 3 4 5 6 7 8 9 10
SHEET ID
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
NEW CULVERT PIPE
NEW CURB INLET
NEW AREA INLET
NEW STORM DRAIN MANHOLE
SEE CS SERIES SHEETS FOR DETAILS.
5. HATCHING OF ROADWAY PAVEMENT SHOWN FOR CLARITY.
AS INDICATED ON CG509.
4. BEDDING FOR STORM DRAINS AND CULVERTS SHALL BE "TYPE I"
3. SEE CG500 SERIES SHEETS FOR STORM DRAINAGE DETAILS.
2. SEE CG300 SERIES SHEETS FOR GRADING CROSS SECTIONS.
ROADWAY, STORM DRAIN, AND CULVERT PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL,
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:00:28 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
IC
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
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
W F
B
J U
L Y
1655 1655
16601660
1660 1660
20"
51665
BLOCK WALL
SD10
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
2 3 4 5 6 7 8 9 10
SHEET ID
CB
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
NEW CULVERT PIPE
NEW CURB INLET
NEW AREA INLET
NEW STORM DRAIN MANHOLE
0+00
1+00
1+201+20
E 2352 022.85
N 9368 02.53
STA 0+00
.00
POB
E 2352 020.33
N 9368 22.37
STA 0+20
.00
PI
E 2352032.23
N 936921.66
STA 1+20.00
POE
CLARITY. SEE CS SERIES SHEETS FOR DETAILS.
5. HATCHING OF ROADWAY PAVEMENT SHOWN FOR
SHALL BE "TYPE I" AS INDICATED ON CG509.
4. BEDDING FOR STORM DRAINS AND CULVERTS
DRAINAGE DETAILS.
3. SEE CG500 SERIES SHEETS FOR STORM
CROSS SECTIONS.
2. SEE CG300 SERIES SHEETS FOR GRADING
ROADWAY, STORM DRAIN, AND CULVERT PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL,
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:00:55 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
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O R
P S O
F E
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IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
IC
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
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
W F
B
J U
L Y
CG209
E1
OVAL 48"X36" CMP = 1662.951
OVAL 48"X36" CMP = 1663.894
OVAL 48"X36" CMP = 1663.739
OVAL 48"X36" CMP = 1663.187
30" CMP = 1663.504
30" CMP = 1663.771
30" CMP = 1664.027
30" CMP = 1664.142
5' POST AND CABLE FENCE
UNDERGROUND LINE
STOP
T
H A
V E
N U
E
CP
M
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
2 3 4 5 6 7 8 9 10
SHEET ID
305+00
305+80305+80
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
NEW CULVERT PIPE
NEW CURB INLET
NEW AREA INLET
NEW STORM DRAIN MANHOLE
SEE CS SERIES SHEETS FOR DETAILS.
5. HATCHING OF ROADWAY PAVEMENT SHOWN FOR CLARITY.
AS INDICATED ON CG509.
4. BEDDING FOR STORM DRAINS AND CULVERTS SHALL BE "TYPE I"
3. SEE CG500 SERIES SHEETS FOR STORM DRAINAGE DETAILS.
2. SEE CG300 SERIES SHEETS FOR GRADING CROSS SECTIONS.
ROADWAY, STORM DRAIN, AND CULVERT PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL,
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:01:21 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
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A R
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O R
P S O
F E
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IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
IC
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
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
W F
B
J U
L Y
16551655
16601660
36"
6"
36"
36"
OVAL 48"X36" CMP = 1662.307
OVAL 48"X36" CMP = 1662.315
36" CMP = 1666.159
2-16"
B
A R
B E
D W
IR
E F
E N
C E
E
E
CV1
CV2
CV4
CV3
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
2 3 4 5 6 7 8 9 10
SHEET ID
300+00
301+00
302+00
303+00
304+00
16551655
16551655
5 1655
1660 1660
1665 1665
16651665
16651665
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
NEW CULVERT PIPE
NEW CURB INLET
NEW AREA INLET
NEW STORM DRAIN MANHOLE
-0+20-0+20
0+00
1+00
E 2351504.08
N 936793.79
STA -0+20.00
POB
E 2351521.43
N 936912.52
STA 1+00.00
POE
-0+20-0+20
0+00
1+00
1+20
0+00
E 2351403.49
N 936772.34
STA -0+20.00
POB
E 2351423.73
N 936910.87
STA 1+20.00
POE
-0+2
-0+2
0+00
1+00
1+20
0+00
E 23
3.33N 93
.33STA -0
+20.
00POB
E 23
4.78N 93
.90STA 1+
20.0
0POE
-0+2
-0+2
0+00
1+00
1+20
0+00
E 23
0.54N 93
.37STA -0+
20.00POB
E 23
8.90N 93
.27STA 1+
20.00POE
CLARITY. SEE CS SERIES SHEETS FOR DETAILS.
6. HATCHING OF ROADWAY PAVEMENT SHOWN FOR
AS DETAILED ON SHEET CG513.
ON EACH CULVERT INLET SHALL INCLUDE BAR GRATE
5. CONCRETE FLARED END SECTIONS INSTALLED
SHALL BE "TYPE I" AS INDICATED ON CG509.
4. BEDDING FOR STORM DRAINS AND CULVERTS
3. SEE CG500 SERIES SHEETS FOR STORM DRAINAGE DETAILS.
2. SEE CG300 SERIES SHEETS FOR GRADING CROSS SECTIONS.
ROADWAY, STORM DRAIN, AND CULVERT PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL,
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:01:48 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
IC
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
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
W F
B
J U
L Y
CG209
A4
CG209
E4
CG209
E8
CG209
A8
12"
18" 15"
15"
15"
10"
1670 1670
4' BARBED/ELECTRIC FENCE
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
2 3 4 5 6 7 8 9 10
SHEET ID
16651665
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NEW MAJOR CONTOUR
NEW MINOR CONTOUR
NEW STORM DRAIN PIPE
GRADING LIMITS
CONTRACTOR LIMITS OF CONSTRUCTION
+1644.32 SPOT ELEVATION
NEW CULVERT PIPE
NEW CURB INLET
NEW AREA INLET
NEW STORM DRAIN MANHOLE
CLARITY. SEE CS SERIES SHEETS FOR DETAILS.
5. HATCHING OF ROADWAY PAVEMENT SHOWN FOR
SHALL BE "TYPE I" AS INDICATED ON CG509.
4. BEDDING FOR STORM DRAINS AND CULVERTS
DRAINAGE DETAILS.
3. SEE CG500 SERIES SHEETS FOR STORM
CROSS SECTIONS.
2. SEE CG300 SERIES SHEETS FOR GRADING
ROADWAY, STORM DRAIN, AND CULVERT PROFILES.
1. SEE CG200 SERIES SHEETS FOR CHANNEL,
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:02:13 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
IC
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
CG111
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
CG111
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
J U
L Y
EXCAVATION
EXISTING GRADE
CHANNEL FINISHED GRADE
EXCAVATION
EXISTING GRADE
CHANNEL FINISHED GRADE
SEE STRUCTURAL
NEW MAIN ST. BRIDGE
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
2 3 4 5 6 7 8 9 10
SHEET ID
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
SD-2
.9
.2
.6
.4
.5
.5
.6
.5
.2
.8
.7
.0
.8
.9
.6
.2
.6
.9
.4
.8
.5
.1
.6
.3
.3
.1
.2
.9
.9
.9
.0
.1
.2
.2
.3
.4
.5
.5
.6
.7
.7
.8
.9
.0
.0
.1
.2
.2
.3
.4
.5
.5
.6
.7
.7
.8
.9
SD-1
P V I .0
E L E
V
.9
G = 0.36%
5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80
SD-2
.2
.9
.6
.9
.4
.1
.3
.4
.5
.5
.1
.8
.2
.3
.8
.2
.6
.7
.6
.8
.3
.8
.9
.2
.6
.6
.1
.7
.7
.8
.9
.0
.0
.1
.2
.3
.3
.4
.5
.5
.6
.7
.8
.8
.9
.0
.0
.1
.2
.3
.3
.4
.5
.5
.6
.7
.8
SD-3 SD-4
G = 0.36%
10" SIPHON 6" SIPHON4" WATER
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:38:23 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
IC
T
MIDDLE LOGAN CREEK
STATION
CHANNEL PROFILE
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
5' 10'0
VERTICAL SCALE: 1" = 5'-0"
PROFILES SHOWN AT NEW CHANNEL CENTERLINE.
NOTE:
T 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+20 10+80
C G
M A
T C
H L
IN
E
STATION
W .C .D
A V
E N
P O
R T
C H
A N
N E
L P
R O
F
IL
E
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
C H
A N
N E
L P
R O
F
IL
E
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
W F
B
J U
L Y
CHANNEL FINISHED GRADE
EXISTING GRADE
SEE STRUCTURAL
NEW DOUGLAS ST. BRIDGE - OPTION #1
EXCAVATION
EXISTING GRADE
CHANNEL 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
2 3 4 5 6 7 8 9 10
SHEET ID
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
.1
.7
.0
.5
.2
.2
.9
.7
.5
.5
.4
.6
.8
.8
.6
.1
.4
.5
.8
.7
.7
.3
.4
.2
.4
.1
.3
.7
.6
.7
.8
.8
.9
.0
.1
.1
.2
.3
.3
.4
.5
.6
.6
.7
.8
.8
.9
.0
.1
.1
.2
.3
.3
.4
.5
.6
.6
SD-7
SD-6
SD-8
SD-5
G = 0.36%
6" WATER 4" WATER
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
.3
.7
.7
.1
.2
.3
.5
.5
.5
.5
.5
.5
.0
.2
.5
.7
.8
.1
.4
.7
.8
.9
.1
.4
.7
.9
.2
.5
.5
.6
.6
.7
.8
.9
.9
.0
.1
.1
.2
.3
.4
.4
.5
.6
.6
.7
.8
.9
.9
.0
.1
.1
.2
.3
.4
.4
.5
SD-9
G = 0.36%
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:38:42 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
CHANNEL PROFILE
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
5' 10'0
VERTICAL SCALE: 1" = 5'-0"
PROFILES SHOWN AT NEW CHANNEL CENTERLINE.
NOTE:
T 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
C G
M A
T C
H L
IN
E
STATION
C G
M A
T C
H L
IN
E
10+40 16+00
E L E
V A
T
IO
N
15+60 21+20
W F
B
J U
L Y
W .C .D
A V
E N
P O
R T
C H
A N
N E
L P
R O
F
IL
E
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
C H
A N
N E
L P
R O
F
IL
E
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
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
2 3 4 5 6 7 8 9 10
SHEET ID
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
.2
.5
.8
.9
.9
.8
.8
.6
.3
.0
.8
.1
.3
.2
.2
.5
.1
.3
.5
.6
.8
.9
.0
.0
.1
.2
.3
.5
.4
.4
.5
.6
.7
.7
.8
.9
.9
.0
.1
.2
.2
.3
.4
.4
.5
.6
.7
.7
.8
.9
.9
.0
.1
.2
.2
.3
.4
SD-9 G = 0.36%
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
.3
.5
.8
.0
.6
.5
.3
.5
.4
.7
.4
.0
.7
.0
.8
.8
.8
.9
.0
.1
.3
.4
.6
.7
.9
.9
.1
.2
.2
.3
.4
.5
.5
.6
.7
.7
.8
.9
.0
.0
.1
.2
.2
.3
.4
.5
.5
.6
.7
.7
.8
.9
.0
.0
.1
.2
.3
SD-10
G = 0.36%
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:39:03 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
CHANNEL PROFILE
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
5' 10'0
VERTICAL SCALE: 1" = 5'-0"
PROFILES SHOWN AT NEW CHANNEL CENTERLINE.
NOTE:
T 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
C G
M A
T C
H L
IN
E
STATION
C G
M A
T C
H L
IN
E
20+80
E L E
V A
T
IO
N
26+00 31+60
26+40
W F
B
J U
L Y
W .C .D
A V
E N
P O
R T
C H
A N
N E
L P
R O
F
IL
E
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
C H
A N
N E
L P
R O
F
IL
E
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
SEE STRUCTURAL
NEW 558TH AVE. BRIDGE
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
2 3 4 5 6 7 8 9 10
SHEET ID
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+00 35+20 35+40 35+60 35+80 36+00 36+20 36+40 36+60 36+80
.1
.2
.4
.5
.8
.8
.0
.0
.0
.8
.9
.0
.0
.0
.0
.0
.1
.1
.3
.4
.6
.7
.7
.9
.9
.8
.5
.1
.1
.2
.3
.3
.4
.5
.5
.6
.7
.8
.8
.9
.0
.0
.1
.2
.3
.3
.4
.5
.5
.6
.7
.8
.8
.9
.0
.1
.1
SD-10
CV-1 CV-2
G = 0.36%
36+40 36+60 36+80 37+00 37+20 37+40 37+60 37+80 38+00 38+20 38+40 38+60 38+80 39+00 39+20 39+40 39+60 39+80 40+00 40+20 40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+00
.5
.1
.5
.9
.5
.2
.4
.3
.1
.7
.0
.3
.4
.3
.0
.7
.2
.9
.3
.9
.1
.0
.2
.4
.5
.8
.1
.2
.0
.1
.1
.2
.3
.3
.4
.5
.6
.6
.7
.8
.8
.9
.0
.1
.1
.2
.3
.3
.4
.5
.6
.6
.7
.8
.9
.9
P V I .8
E L E
V
.9
P V I .5
E L E
V
.0
P V I .5
E L E
V
.0
0G = .00
G = 0.00%
G = -3.22%
CV-1 CV-2
CV-3 CV-4
G = 0.36%
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:39:22 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
CHANNEL PROFILE
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
5' 10'0
VERTICAL SCALE: 1" = 5'-0"
PROFILES SHOWN AT NEW CHANNEL CENTERLINE.
NOTE:
T 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
C G
M A
T C
H L
IN
E
STATION
C G
M A
T C
H L
IN
E
31+20
E L E
V A
T
IO
N
36+40 42+00
36+80
W F
B
J U
L Y
W .C .D
A V
E N
P O
R T
C H
A N
N E
L P
R O
F
IL
E
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
C H
A N
N E
L P
R O
F
IL
E
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
NEW CHANNEL
FINISHED GRADE
ROADWAY 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
2 3 4 5 6 7 8 9 10
SHEET ID
41+60 41+80 42+00 42+20 42+40
.1
.2
.7
.8
.7
.9
.9
P V I .8
E L E
V
.9
P V I .5
E L E
V
.0
P V I .5
E L E
V
.0
P V I .2
E L E
V
.1
G = .00
G = 0.00%
G = -3.22%
16701670
16701670
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+20 105+40 105+60
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
.9
P V
C
.6
E L E
V
.6
P V I .1
E L E
V
.8
P V
T
.6
E L E
V
.2
P V
C
.0
E L E
V
.6
P V I .0
E L E
V
.0
H I .0
E L E
V .0
P V
T
.0
E L E
V
.0
P V
C
.0
E L E
V
.0
H I .0
E L E
V .0
P V I .0
E L E
V
.0
P V
T
.0
E L E
V
.6
P V
C
.8
E L E
V
.6
P V I .8
E L E
V
.7
L O
.8
E L E
V .8
P V
T
.8
E L E
V
.9
P V I .8
E L E
V
.2
G = 1.00%
G = 2.50%
G = 0.00% G = -2.50%
G = 0.50%
L 39.00'
G1 1.00%
G2 2.50% e 0.07'
L 30.00'
G1 2.50%
G2 0.00% e -0.09'
L 30.00'
G1 0.00%
G2 -2.50% e -0.09'
L 78.00'
G1 -2.50%
G2 0.50% e 0.29'
.0
.0
.7
.7
.3
.7
.6
.1
.2
.2
.4
.5
.5
.5
.0
.6
.6
.3
.2
.7
.0
.2
.2
.9
.3
.2
.3
.3
.9
.1
.3
.5
.8
.2
.7
.2
.7
.2
.7
.9
.0
.0
.0
.0
.0
.9
.5
.0
.5
.1
.9
.8
.9
.0
.1
.2
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:39:44 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
CHANNEL PROFILE
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
5' 10'0
VERTICAL SCALE: 1" = 5'-0"
C G
M A
T C
H L
IN
E
41+60
E L E
V A
T
IO
N
1670 1670
PROFILE SHOWN AT NEW CHANNEL CENTERLINE.
NOTE:
MAIN STREET PROFILE
W .C .D
A V
E N
P O
R T
C H
A N
N E
L A
N D M
A
IN
S
T R
E E
T P
R O
F
IL
E S
CG205
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
C H
A N
N E
L A
N D M
A
IN
S
T R
E E
T P
R O
F
IL
E S
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
W F
B
J U
L Y
NEW CHANNEL
FINISHED GRADE
FINISHED GRADE
ROADWAY
EXISTING GRADE
NEW CHANNEL
FINISHED GRADE
ROADWAY 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
2 3 4 5 6 7 8 9 10
SHEET ID
16701670
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
STATION
P V I .0
E L E
V
.0
P V
C
.5
E L E
V
.3
P V I .9
E L E
V
.4
P V
T
.4
E L E
V
.6
P V
C
.3
E L E
V
.2
P V I .3
E L E
V
.5
H I .3
E L E
V .5
P V
T
.3
E L E
V
.5
P V
C
.7
E L E
V
.5
H I .7
E L E
V .5
P V I .7
E L E
V
.5
P V
T
.7
E L E
V
.2
P
V C
.8
E L E
V
.2
L O
.8
E L E
V .7
P V I .8
E L E
V
.0
P V
T
.8
E L E
V
.5
P V I .0
E L E
V
.7
5G = 1.35% G = 2.00%
G = 0.00% G = -2.00% G = 2.46%
L 16.92'
G1 1.35%
G2 2.00% e 0.01'
L 24.00'
G1 2.00%
G2 0.00% e -0.06'
L 24.00'
G1 0.00%
G2 -2.00% e -0.06'
L 115.98'
G1 -2.00%
G2 2.46% e 0.65'
.3
.4
.5
.6
.8
.1
.2
.6
.9
.2
.8
.4
.4
.1
.7
.5
.2
.1
.2
.4
.6
.9
.3
.8
.2
.0
.3
.7
.1
.4
.5
.5
.5
.5
.5
.5
.4
.1
.8
.7
.7
.9
.2
.7
16851685
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+40 303+60 303+80 304+00 304+20 304+40 304+60 304+80 305+00 305+20 305+40 305+60 305+80
STATION
.2
.8
.6
.5
.7
.8
.8
.9
.1
.5
.0
.8
.5
.2
.9
.7
.5
.3
.3
.2
.2
.3
.4
.4
.6
.7
.9
.9
.0
.2
.0
.8
.6
.4
.2
.1
.0
.0
.0
.0
.0
.0
.0
.0
.9
.8
.7
.4
.2
.9
.8
.6
.5
.5
.5
.6
.7
.9
.1
P V
C
.7
E L E
V
.3
P V I .2
E L E
V
.0
L O
.7
E L E
V .0
P V
T
.7
E L E
V
.0
P V
C
.0
E L E
V
.0
H I .0
E L E
V .0
P V I .6
E L E
V
.0
P V
T
.3
E L E
V
.4
P V
C
.3
E L E
V
.2
P V I .1
E L E
V
.9
L O
.0
E L E
V .5
P V
T
.9
E L E
V
.0
P V I .0
E L E
V
.1
G = -1.00%
G = 0.00% G = -1.30%
G = 1.10%
L 79.00'
G1 -1.00%
G2 0.00% e 0.10'
L 79.30'
G1 0.00%
G2 -1.30% e -0.13'
L 189.60'
G1 -1.30%
G2 1.10% e 0.57'
E L E
V
.2
P V I .0
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:40:07 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
IC
T
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
5' 10'0
VERTICAL SCALE: 1" = 5'-0"
538TH AVENUE PROFILE
205+00
E L E
V A
T
IO
N
305+80
E L E
V A
T
IO
N
W .C .D
A V
E N
P O
R T
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
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
T
H A
V E
N U
E P
R O
F
IL
E S
T
H A
V E
N U
E P
R O
F
IL
E S
D O
U G
L A
S S
T R
E E
T A
N D
D O
U G
L A
S S
T R
E E
T A
N D
W F
B
J U
L Y
DOUGLAS STREET PROFILE - OPTION #1
GRADE
FINISHED
ELEV. 1643.09
ELEV. 1642.66
ELEV. 1642.16
CHANNEL
PLACE IN NEW INLET
INV. ELEV. 1647.57
EX. 12" RCP (NORTH)
GRADE
FINISHED
EXISTING GRADE
ELEV. 1643.79
ELEV. 1642.83
CHANNEL
ELEV. 1643.33
PLACE IN NEW INLET
INV. ELEV. APPROX. 1648
EX. 12" PVC (SOUTH)
ELEV. 1644.15
ELEV. 1644.60
ELEV. 1645.60
INV. OUT
ELEV. 1643.65
CHANNEL
GRADE
FINISHED
EXISTING GRADE
VERIFY DEPTH
EX. 4" WATER
ELEV. 1644.58
ELEV. 1644.09
ELEV. 1643.59
CHANNEL
GRADE
FINISHED
EXISTING GRADE
EX. 10" SAN
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
2 3 4 5 6 7 8 9 10
SHEET ID
INV. IN 1644.57 INV. OUT 1644.09
S = 1.00%
DIA. = 24"
RCP (CLASS III)
16651665
16651665
0+00 0+20 0+40 0+60 0+80
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
SD1
-0+20
DEPTH (X) = 7.85'
GRATE TYPE "A"
RIM ELEV. 1651.30
STA. 0+00.00
AREA INLET
STA. 0+49.44
FLAP GATE
OUTLET W/
AND PIPE OUTLET FLAP GATE DETAILS.
SEE SHEET CG501 FOR PIPE OUTLET SUPPORT
NOTE:
16651665
16651665
-0+20 0+00 0+20 0+40 0+60 0+80
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
SD2
INV. IN 1645.18 INV. OUT 1644.79
S = 1.00%
DIA. = 24"
RCP (CLASS III)
DEPTH (X) = 7.85'
GRATE TYPE "A"
RIM ELEV. 1652.70
STA. 0+00.00
AREA INLET
STA. 0+40.75
FLAP GATE
OUTLET W/
AND PIPE OUTLET FLAP GATE DETAILS.
SEE SHEET CG501 FOR PIPE OUTLET SUPPORT
NOTE:
16701670
16701670
-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 2+40
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
INV. IN 1645.79
INV. OUT 1647.37
INV. IN 1649.84INV. OUT 1650.34
INV. IN 1650.65
INV. OUT 1650.85
INV. IN 1651.11
S = 1.00%
DIA. = 12"
RCP (CLASS III)
S = 1.00%
DIA. = 12"
RCP (CLASS III)
S = 2.00%
DIA. = 18"
RCP (CLASS III)
S = 1.00%
DIA. = 24"
RCP (CLASS III)
DEPTH (X) = 4.00'
RIM ELEV. 1655.11
STA. 0+00.00
4' THROAT OPENING
CURB INLET
DEPTH (X) = 4.48'
RIM ELEV. 1655.11
STA. 0+28.62
4' THROAT OPENING
CURB INLET
DEPTH (X) = 4.77'
RIM ELEV. 1654.60
STA. 0+63.41
4' THROAT OPENING
CURB INLET
DEPTH (X) = 9.09'
RIM ELEV. 1654.88
STA. 1+90.54
4' THROAT OPENING
CURB INLET
STA. 2+10.91
FLAP GATE
OUTLET W/
AND PIPE OUTLET FLAP GATE DETAILS.
SEE SHEET CG501 FOR PIPE OUTLET SUPPORT
NOTE:
EX. 10" SAN
16701670
16701670
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
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
SD3
-0+20
INV. IN 1648.94
INV. OUT 1648.68
INV. IN 1648.18
INV. OUT 1647.80 INV. IN 1647.60
INV. OUT 1646.14 INV. IN 1645.94
INV. OUT 1645.58
S = 1.00%
DIA. = 30"
RCP (CLASS III)
S = 1.00%
DIA. = 30"
RCP (CLASS III)
S = 1.00%
DIA. = 30"
RCP (CLASS III)
S = 1.00%
DIA. = 24"
RCP (CLASS III)
DEPTH (X) = 4.37'
RIM ELEV. 1653.30
STA. 0+00.00
4' THROAT OPENING
CURB INLET
DEPTH (X) = 5.12'
RIM ELEV. 1653.30
STA. 0+29.27
4' THROAT OPENING
CURB INLET
DEPTH (X) = 5.40'
GRATE TYPE "A"
RIM ELEV. 1653.00
STA. 0+71.38
AREA INLET
DEPTH (H) = 9.71'
RIM ELEV. 1655.65
STA. 2+20.41
NDOT TYPE "B"
MANHOLE
STA. 2+60.54
FLAP GATE
OUTLET W/
AND PIPE OUTLET FLAP GATE DETAILS.
SEE SHEET CG501 FOR PIPE OUTLET SUPPORT
NOTE:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:40:31 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
305+80
A1
STORM DRAIN "SD1" PROFILE
SCALE: HORIZ. 1" = 20'-0", VERT. 1" = 5'-0"
E1
STORM DRAIN "SD2" PROFILE
E4
SCALE: HORIZ. 1" = 20'-0", VERT. 1" = 5'-0"
STORM DRAIN "SD4" PROFILE
A4
SCALE: HORIZ. 1" = 20'-0", VERT. 1" = 5'-0"
STORM DRAIN "SD3" PROFILE
W .C .D
A V
E N
P O
R T
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
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
J U
L Y
S T
O R
M D
R A
IN
P
R O
F
IL
E S
S T
O R
M D
R A
IN
P
R O
F
IL
E S
W F
B
ELEV. 1645.87
ELEV. 1646.87
INV. OUT
ELEV. 1644.88
CHANNEL
ELEV. 1645.38
EXISTING INLET
PLACE PIPE IN
42" RCP
EXISTING
ELEV. 1647.08
INV. OUT
ELEV. 1646.08
ELEV. 1645.09
CHANNEL
ELEV. 1645.59
EXISTING MANHOLE
PLACE PIPE IN
GRADE
FINISHED
EXISTING GRADE
ELEV. 1646.32
CHANNEL
ELEV. 1646.82
ELEV. 1647.32
GRADE
FINISHED
EXISTING GRADE
ELEV. 1646.43
CHANNEL
ELEV. 1646.93
ELEV. 1647.41
GRADE
FINISHED
EXISTING GRADE
PLACE IN NEW INLET
ELEV. APPROXIMATE
EX. 6" PVC DRAIN TILE
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
2 3 4 5 6 7 8 9 10
SHEET ID
16701670
16701670
-0+20 0+00 0+20 0+40 0+60 0+80 1+001+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
INV. IN 1647.16
S = 1.00%
DIA. = 24"
RCP (CLASS III)
DEPTH (H) = 9.71'
RIM ELEV. 1657.20
STA. 0+23.06
NDOT TYPE "B"
MANHOLE
STA. 0+55.91
FLAP GATE
OUTLET W/
S = 2.00%
DIA. = 18"
RCP (CLASS III)
INV. IN 1653.25
INV. IN 1652.86
RIM ELEV. 1657.12
STA. 0+00.00
EX. CURB INLET
16701670
16701670
-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. = 42"
RCP (CLASS III)
INV. IN 1648.27
INV. OUT 1647.84
S = 1.00%
DIA. = 42"
RCP (CLASS III)
INV. IN 1647.32
RIM ELEV. 1658.27
STA. 0+00.00
EXISTING MANHOLE
DEPTH (H) = 10.39'
RIM ELEV. 1657.72
STA. 0+46.00
NDOT TYPE "B"
MANHOLE
AND PIPE OUTLET FLAP GATE DETAILS.
SEE SHEET CG501 FOR PIPE OUTLET SUPPORT
NOTE:
16701670
16701670
-0+20 0+00 0+20 0+40 0+60 0+80
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
INV. OUT 1648.32INV. IN 1648.76
S = 1.00%
DIA. = 24"
RCP (CLASS III)
DEPTH (X) = 5.56'
GRATE TYPE "A"
RIM ELEV. 1654.32
STA. 0+00.00
AREA INLET
STA. 0+45.76
FLAP GATE
OUTLET W/
AND PIPE OUTLET FLAP GATE DETAILS.
SEE SHEET CG501 FOR PIPE OUTLET SUPPORT
NOTE:
16701670
16701670
-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
INV. OUT 1648.41INV. IN 1649.43
S = 1.00%
DIA. = 30"
RCP (CLASS III)
DEPTH (X) = 4.07'
GRATE TYPE "A"
RIM ELEV. 1653.50
STA. 0+00.00
AREA INLET
STA. 1+03.17
FLAP GATE
OUTLET W/
AND PIPE OUTLET FLAP GATE DETAILS.
SEE SHEET CG501 FOR PIPE OUTLET SUPPORT
NOTE:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:40:58 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
STORM DRAIN "SD5" PROFILE
A6
STORM DRAIN "SD7" PROFILE
E6
STORM DRAIN "SD8" PROFILE
SCALE: HORIZ. 1" = 20'-0", VERT. 1" = 5'-0"
E1
STORM DRAIN "SD6" PROFILE
SCALE: HORIZ. 1" = 20'-0", VERT. 1" = 5'-0"
W .C .D
A V
E N
P O
R T
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
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
D
J U
L Y
S T
O R
M D
R A
IN
P
R O
F
IL
E S
S T
O R
M D
R A
IN
P
R O
F
IL
E S
W F
B
ELEV. 1645.87
ELEV. 1646.87
INV. OUT
ELEV. 1644.88
CHANNEL
ELEV. 1645.38
GRADE
FINISHED
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
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
16701670
16701670
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+801+80
E L E
V A
T
IO
N
STATION
S = 1.00%
DIA. = 12"
RCP (CLASS III)
INV. IN 1653.99
INV. OUT 1653.73 INV. IN 1653.23
INV. OUT 1651.70
S = 2.00%
DIA. = 18"
RCP (CLASS III)
INV. IN 1647.16
S = 1.00%
DIA. = 24"
RCP (CLASS III)
DEPTH (X) = 4.00'
RIM ELEV. 1657.99
STA. 0+00.00
4' THROAT OPENING
CURB INLET
DEPTH (X) = 4.75'
RIM ELEV. 1657.99
STA. 0+28.81
4' THROAT OPENING
CURB INLET
DEPTH (H) = 9.71'
RIM ELEV. 1657.20
STA. 1+09.20
NDOT TYPE "B"
MANHOLE
STA. 1+42.05
FLAP GATE
OUTLET W/
EX. 8" SAN
AND PIPE OUTLET FLAP GATE DETAILS.
SEE SHEET CG501 FOR PIPE OUTLET SUPPORT
NOTE:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:41:20 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
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
R A
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
O M
A H
A D
IS
T R
IC
T
305+80
A1
STORM DRAIN "SD5" PROFILE
SCALE: HORIZ. 1" = 20'-0", VERT. 1" = 5'-0"
R D
C G
A .d g n
W F
B
S T
O R
M D
R A
IN
P
R O
F
IL
E S
S T
O R
M D
R A
IN
P
R O
F
IL
E S
W .C .D
A V
E N
P O
R T
CD208A
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
CD208A
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
J U
L Y
O P
T
IO
N
O
P T
IO
N
ELEV. 1649.15
ELEV. 1648.67
ELEV. 1648.17
CHANNEL
GRADE
FINISHED
EXISTING GRADE
PLACE IN NEW INLET
ELEV. APPROXIMATE
EX. 18" RCP
ELEV. 1652.24
CHANNEL
ELEV. 1652.74
ELEV. 1653.32
GRADE
FINISHED
EXISTING GRADE
PLACE IN NEW INLET
ELEV. 1656.52
EX. 18" CPP (SOUTH)
ELEV. 1663.48
CONCRETE COLLAR
CONCRETE COLLAR
ELEV. 1656.12
ELEV. 1655.12
ELEV. 1654.58
ELEV. 1654.08
CHANNEL
FLAP GATE
OUTLET W/
ELEV. 1663.40
ELEV. 1656.20
GRADE
FINISHED
EXISTING GRADE
SEE CG512 AND CG513
36" CONCRETE FES
CONCRETE COLLAR
ELEV. 1661.94
ELEV. 1662.02
ELEV. 1656.54
ELEV. 1656.12
ELEV. 1655.12
ELEV. 1654.62
ELEV. 1654.12
CHANNEL
FLAP GATE
OUTLET W/
CONCRETE COLLAR
GRADE
FINISHED
EXISTING GRADE
SEE CG512 AND CG513
36" CONCRETE FES
ELEV. 1661.97
ELEV. 1656.64
ELEV. 1656.47
ELEV. 1655.47
ELEV. 1654.97
ELEV. 1654.47
CHANNEL
CONCRETE COLLAR
FLAP GATE
OUTLET W/
CONCRETE COLLAR
ELEV. 1661.89
GRADE
FINISHED
EXISTING GRADE
SEE CG512 AND CG513
48" CONCRETE FES
ELEV. 1663.48
CONCRETE COLLAR
CONCRETE COLLAR
ELEV. 1656.12
ELEV. 1655.12
ELEV. 1654.58
ELEV. 1654.08
CHANNEL
FLAP GATE
OUTLET W/
ELEV. 1663.40
ELEV. 1656.20
GRADE
FINISHED
EXISTING GRADE
SEE CG512 AND CG513
36" CONCRETE FES
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
2 3 4 5 6 7 8 9 10
SHEET ID
16751675
16751675
-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 1650.65 INV. OUT 1650.15
S = 1.00%
DIA. = 24"
RCP (CLASS III)
DEPTH (X) = 8.57'
GRATE TYPE "A"
RIM ELEV. 1659.20
STA. 0+00.00
AREA INLET
STA. 0+51.37
FLAP GATE
OUTLET W/
AND PIPE OUTLET FLAP GATE DETAILS.
SEE SHEET CG501 FOR PIPE OUTLET SUPPORT
NOTE:
16751675
16751675
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
E
N
STA. 0+84.60
FLAP GATE
OUTLET W/
INV. OUT 1654.32INV. IN 1654.96
S = 1.00%
DIA. = 24"
RCP (CLASS III)
DEPTH (X) = 6.88''
GRATE TYPE "A"
RIM ELEV. 1661.85
STA. 0+00.00
AREA INLET
AND PIPE OUTLET FLAP GATE DETAILS.
SEE SHEET CG501 FOR PIPE OUTLET SUPPORT
NOTE:
16801680
16801680
-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
Culvert1
L = 8.00'
S = 0.50%
DIA. = 36"
RCP (CLASS III)
L = 22.76'
S = 33.33%
DIA. = 36"
RCP (CLASS III)
L=16.62'
S = 0.50%
DIA. = 36"
CMP
AND PIPE OUTLET FLAP GATE DETAILS.
SEE SHEET CG501 FOR PIPE OUTLET SUPPORT
NOTE:
16801680
16801680
-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
L = 8.00'
S = 0.50%
DIA. = 36"
RCP (CLASS III)
L = 17.08'
S = 33.33%
DIA. = 36"
RCP (CLASS III)
L=42.73'
S = 0.50%
DIA. = 36"
CMP
AND PIPE OUTLET FLAP GATE DETAILS.
SEE SHEET CG501 FOR PIPE OUTLET SUPPORT
NOTE:
16801680
16801680
-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
L = 8.00'
S = 0.50%
DIA. = 48"
RCP (CLASS III)
L = 16.59'
S = 33.33%
DIA. = 48"
RCP (CLASS III)
L=33.58'
S = 0.50%
DIA. = 48"
CMP
AND PIPE OUTLET FLAP GATE DETAILS.
SEE SHEET CG501 FOR PIPE OUTLET SUPPORT
NOTE:
16801680
16801680
-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
Culvert1
L = 8.00'
S = 0.50%
DIA. = 36"
RCP (CLASS III)
L = 22.76'
S = 33.33%
DIA. = 36"
RCP (CLASS III)
L=16.62'
S = 0.50%
DIA. = 36"
CMP
AND PIPE OUTLET FLAP GATE DETAILS.
SEE SHEET CG501 FOR PIPE OUTLET SUPPORT
NOTE:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:41:39 PM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
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
R A
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
O M
A H
A D
IS
T R
A4
STORM DRAIN "SD9" PROFILE
E1
STORM DRAIN "SD10" PROFILE
E4
CULVERT "CV1" PROFILE
CULVERT "CV2" PROFILE
E8
CULVERT "CV4" PROFILE
A8
CULVERT "CV3" PROFILE
W .C .D
A V
E N
P O
R T
S T
O R
M D
R A
IN
A
N D C
U L
V E
R T 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
A
N D C
U L
V E
R T 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
D
W F
B
J U
L Y
5'-0"
SEE GRADING PLAN
TOP OF BANK VARIES
15'-0"
10% SLOPE TO EXISTING
SEE GRADING PLAN
TOP OF BANK VARIES
15'-0"
10% SLOPE TO EXISTING
3'-0" 3'-0"
20'-0" 20'-0"
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
2 3 4 5 6 7 8 9 10
SHEET ID
2%
2%
2% 2%
NO SCALE
STA. 0+00.00 TO 41+82.52
2. RIPRAP/HPTRM NOT SHOWN, SEE CE SHEETS FOR EXTENTS AND DETAILS.
1. SEE DETAILED CROSS SECTIONS CG301 - CG317.
NOTES:
CHANNEL TYPICAL SECTION
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:31:42 AM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
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A R
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P S O
F E
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IN
E E
A H
A
N E
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
R D
C G
.d g n
F L
O O
D R
IS
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A N
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E M
E N
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R O J E
C T P
H A
S E
R A
N D
O L P
H
N E
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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
O M
A H
A D
IS
T R
W F
B
J U
L Y
D
B
IR
K B
Y
C H
A N
N E
L T
Y P
IC
A L S
E C
T
IO
N
CG300
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
C H
A N
N E
L T
Y P
IC
A L S
E C
T
IO
N
CG300
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
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
2 3 4 5 6 7 8 9 10
SHEET ID
E L E
V A
T
IO
N
0 20 40 60 80 100-20-40-60-80-100
0+00
E L E
V A
T
IO
N
0 20 40 60 80 100-20-40-60-80-100
0+50
E L E
V A
T
IO
N
0 20 40 60 80 100-20-40-60-80-100
1+00
E L E
V A
T
IO
N
0 20 40 60 80 100-20-40-60-80-100
1+50
E L E
V A
T
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:32:05 AM 7/11/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
U .S
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20' 40'0
HORIZONTAL SCALE: 1" = 20'-0" VERTICAL SCALE: 1" = 5'-0"
10' 20'0
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0 20 40 60 80 100-20-40-60-80-100-120
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E L E
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0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200
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0 20 40 60 80 100 120 140 160 180 200 220 240 260…
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