3. Dwgs 2 of 2 - Big Goose, Little Goose and Goose Creek.pdf
PDF 25 MB Posted
- Solicitation number
- W9128F21B0016
About this file
This solicitation is for invasive vegetation removal and stream restoration work along Big Goose, Little Goose, and Goose Creek in Sheridan, Wyoming. The scope of work includes removing non-native vegetation and contaminated topsoil, excavating and stockpiling topsoil for reuse, removing an existing concrete trail and constructing a new one set back from the channel bank, installing in-stream structures like riffles and vanes, seeding and planting per the drawings and specifications, installing drop structures and drainage features, and producing a final report and as-built drawings. Incidental work involves pre- and post-construction surveys, materials testing, developing haul roads and borrow areas, and borrow area restoration. A mandatory site visit will be held on August 11, 2021 at 1:00 PM MDT in Washington Park in Sheridan. The solicitation was issued by the U.S. Army Corps of Engineers Omaha District for invasive species control and stream restoration along multiple creeks near Sheridan, Wyoming.
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S MAIN ST
REC. TRAIL & LEVEE
REC. TRAIL & LEVEE
CB
CB
D
CB
S
S
6" CONCRETE
SUBGRADE (95%)
6" COMPACTED
6" SIDEWALK BASE COURSE
SEE DETAIL THIS SHEET
RECREATIONAL TRAIL
SEE PROFILE SHEET CG201
DRAINAGE STRUCTURE 1
SEE DETAIL SHEET CG503
DRAINAGE FLUME
MATCH EXISTING
MATCH EXISTING
THICKNESS = 2'
WIDTH = 4.5', LENGTH = 3.5'
RIPRAP APRON
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®of Engineers
US Army Corps
U .S
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KEY PLAN SCALE 1" = 500'
NORTH
PLAN/TRUE
LEGEND
MINOR CONTOUR
EXISTING CONTOUR
MAJOR CONTOUR
STORM DRAIN PIPESD
FIELD ADJUST TO AVOID CONFLICT, AS NECESSARY.
11. VERIFY EXISTING UTILITY STREAM CROSSINGS AT VARIOUS LOCATIONS.
FUNCTIONALITY.
SHALL BE REMOVED AND REPLACED TO MAINTAIN ORIGINAL SYSTEM
ACCOMODATE NEW GRADING, AS NECESSARY. SPRINKLER HEADS AND PIPING
CONTRACTOR IS REQUIRED TO MODIFY THE EXISTING IRRIGATION SYSTEM TO
10. EXTENTS OF POSSIBLE EXISTING IRRIGATION SYSTEM ARE UNKNOWN.
AGGREGATE BASE COURSES FOR ADDITIONAL REQUIREMENTS.
9. SEE SPECIFICATIONS SECTION 31 00 00 EARTHWORK AND SECTION 32 11 23
8. SEE SHEET CG201 FOR DRAINAGE STRUCTURE PROFILE.
7. SEE SHEETS CG201-203 FOR GRADING SECTIONS.
PRESENT.
CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF ANY DISCREPANCIES ARE
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED BY THE
SHALL BE TOPSOILED (4 INCHES) AND SEEDED.
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE STRIPPED TO A
3. ALL NEW AND EXISTING CONTOURS REFER TO VERTICAL DATUM NAVD 88.
INDICATED.
2. NEW CONTOURS SHOWN ARE FINISHED GRADE, UNLESS OTHERWISE
INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.
1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS OTHERWISE
GENERAL NOTES:
A C
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A C
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B C
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NOTES:
RECREATIONAL TRAIL
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WITH ASTM D698.
95 PERCENT OF LABORATORY MAXIMUM DENSITY IN ACCORDANCE
BASE COURSE MATERIAL SHALL BE COMPACTED TO AT LEAST
SIEVE SHALL NOT EXCEED 12 PERCENT BY WEIGHT. SIDEWALK
TO ASTM D2487. THE AMOUNT OF MATERIAL PASSING THE NO. 200
CLASSIFIED AS EITHER GW, GW-GM, SW, SM OR SW-SM ACCORDING
1. SIDEWALK BASE COURSE MATERIAL SHALL INCLUDE MATERIALS
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20' 40'0
SCALE: 1" = 20'
NORTH
PLAN/TRUE
T O
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J U
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LEGEND
MINOR CONTOUR
EXISTING CONTOUR
MAJOR CONTOUR
PROJECT SITE TO ELIMINATE A UNIFORM APPEARANCE.
APPEARANCE. THE CHANNEL SLOPE UNDULATION SHALL VARY ACROSS THE
CHANNEL SLOPES TO MAKE THE CHANNEL SLOPES LOOK MORE NATURAL IN
11. CONTRACTOR SHALL SHAPE OR UNDULATE THE FINAL BANKFULL WIDTH
FIELD ADJUST TO AVOID CONFLICT, AS NECESSARY.
10. VERIFY EXISTING UTILITY STREAM CROSSINGS AT VARIOUS LOCATIONS.
FUNCTIONALITY.
SHALL BE REMOVED AND REPLACED TO MAINTAIN ORIGINAL SYSTEM
ACCOMODATE NEW GRADING, AS NECESSARY. SPRINKLER HEADS AND PIPING
CONTRACTOR IS REQUIRED TO MODIFY THE EXISTING IRRIGATION SYSTEM TO
9. EXTENTS OF POSSIBLE EXISTING IRRIGATION SYSTEM ARE UNKNOWN.
AGGREGATE BASE COURSES FOR ADDITIONAL REQUIREMENTS.
8. SEE SPECIFICATIONS SECTION 31 00 00 EARTHWORK AND SECTION 32 11 23
7. SEE SHEETS CG201-203 FOR GRADING SECTIONS.
PRESENT.
CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF ANY DISCREPANCIES ARE
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED BY THE
SHALL BE TOPSOILED (4 INCHES) AND SEEDED.
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE STRIPPED TO A
3. ALL NEW AND EXISTING CONTOURS REFER TO VERTICAL DATUM NAVD 88.
INDICATED.
2. NEW CONTOURS SHOWN ARE FINISHED GRADE, UNLESS OTHERWISE
INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.
1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS OTHERWISE
GENERAL NOTES:
A R
E A
G R
A D
IN
G P
L A
N
O P
T
IO
37353735 373537353735
37353735 3735373
3740 3740 3740 3740
3750375
CB
S
D
O
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IC
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A T
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N N
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D E
S
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N E
D B
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D E
S C
R
IP
T
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N M
A R
K
S
IZ
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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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
KEY PLAN SCALE 1" = 500'
NORTH
PLAN/TRUE
104103
LEGEND
MINOR CONTOUR
EXISTING CONTOUR
MAJOR CONTOUR
FIELD ADJUST TO AVOID CONFLICT, AS NECESSARY.
11. VERIFY EXISTING UTILITY STREAM CROSSINGS AT VARIOUS LOCATIONS.
AGGREGATE BASE COURSES FOR ADDITIONAL REQUIREMENTS.
10. SEE SPECIFICATIONS SECTION 31 00 00 EARTHWORK AND SECTION 32 11 23
9. SEE SHEET CG504 FOR DROP STRUCTURE DETAILS.
8. SEE SHEETS CG204 FOR CENTERLINE PROFILE.
7. SEE SHEETS CG301-305 FOR CROSS SECTIONS.
PRESENT.
CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF ANY DISCREPANCIES ARE
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED BY THE
SHALL BE TOPSOILED (4 INCHES) AND SEEDED.
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE STRIPPED TO A
3. ALL NEW AND EXISTING CONTOURS REFER TO VERTICAL DATUM NAVD 88.
INDICATED.
2. NEW CONTOURS SHOWN ARE FINISHED GRADE, UNLESS OTHERWISE
INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.
1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS OTHERWISE
GENERAL NOTES:
372737
53725
26372
3727 3727
3728 3728 3728
37293729
3729 3729 3729
3730 3730 3730
3730373137313731
373237323732
373337333733
373437343734
3735 3735 3735 37353735
37363736
3736373637363736
3737 3737 3737
3739 3739
37403740
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CG103
W C D
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D G
A A
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W F
B
T O
W E
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20' 40'0
SCALE: 1" = 20'
NORTH
PLAN/TRUE
T O
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J U
L Y
37303730
37353735
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CP
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SHEET ID
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
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KEY PLAN SCALE 1" = 500'
NORTH
PLAN/TRUE
104103
LEGEND
MINOR CONTOUR
EXISTING CONTOUR
MAJOR CONTOUR
FIELD ADJUST TO AVOID CONFLICT, AS NECESSARY.
11. VERIFY EXISTING UTILITY STREAM CROSSINGS AT VARIOUS LOCATIONS.
AGGREGATE BASE COURSES FOR ADDITIONAL REQUIREMENTS.
10. SEE SPECIFICATIONS SECTION 31 00 00 EARTHWORK AND SECTION 32 11 23
9. SEE SHEET CG504 FOR DROP STRUCTURE DETAILS.
8. SEE SHEETS CG204 FOR CENTERLINE PROFILE.
7. SEE SHEETS CG301-305 FOR CROSS SECTIONS.
PRESENT.
CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF ANY DISCREPANCIES ARE
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED BY THE
SHALL BE TOPSOILED (4 INCHES) AND SEEDED.
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE STRIPPED TO A
3. ALL NEW AND EXISTING CONTOURS REFER TO VERTICAL DATUM NAVD 88.
INDICATED.
2. NEW CONTOURS SHOWN ARE FINISHED GRADE, UNLESS OTHERWISE
INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.
1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS OTHERWISE
GENERAL NOTES:
24372437
37253725
372637263726
3727 3727
37283728
3728 3728
3730 37313731
37313731 3732 3732
37323732
3733 3733
37333733
37343734
3734 3734
3735 3735
37373737
COCO
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B
T O
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20' 40'0
SCALE: 1" = 20'
NORTH
PLAN/TRUE
T O
W E
N S
J U
L Y
REC. TRAIL & LEVEE
RECREATIONAL TRAIL
EXISTING LEVEE AND
ALIGNMENT. MATCH EXISTING
START OF CHANNEL GRADING
S O
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IC
IT
A T
IO
N N
O
D E
S
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N E
D B
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U E D
A T
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SHEET ID
A
B
C
D
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F
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
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A M
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KEY PLAN SCALE 1" = 500'
NORTH
PLAN/TRUE
108110
108A
0+
1+
0+
0+
0+
1+
1+
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0+
.00
POB
STA
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.00
PC
0+
1+
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0+
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0+
.00
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W C D
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20' 40'0
SCALE: 1" = 20'
NORTH
PLAN/TRUE
T O
W E
N S
J U
L Y
LEGEND
MINOR CONTOUR
EXISTING CONTOUR
MAJOR CONTOUR
FIELD ADJUST TO AVOID CONFLICT, AS NECESSARY.
12. VERIFY EXISTING UTILITY STREAM CROSSINGS AT VARIOUS LOCATIONS.
FUNCTIONALITY.
SHALL BE REMOVED AND REPLACED TO MAINTAIN ORIGINAL SYSTEM
ACCOMODATE NEW GRADING, AS NECESSARY. SPRINKLER HEADS AND PIPING
CONTRACTOR IS REQUIRED TO MODIFY THE EXISTING IRRIGATION SYSTEM TO
10. EXTENTS OF POSSIBLE EXISTING IRRIGATION SYSTEM ARE UNKNOWN.
AGGREGATE BASE COURSES FOR ADDITIONAL REQUIREMENTS.
9. SEE SPECIFICATIONS SECTION 31 00 00 EARTHWORK AND SECTION 32 11 23
8. SEE SHEETS CG205-206 FOR CHANNEL CENTERLINE PROFILE.
7. SEE SHEETS CG306-310 FOR CROSS SECTIONS.
PRESENT.
CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF ANY DISCREPANCIES ARE
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED BY THE
SHALL BE TOPSOILED (4 INCHES) AND SEEDED.
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE STRIPPED TO A
3. ALL NEW AND EXISTING CONTOURS REFER TO VERTICAL DATUM NAVD 88.
INDICATED.
2. NEW CONTOURS SHOWN ARE FINISHED GRADE, UNLESS OTHERWISE
INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.
1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS OTHERWISE
GENERAL NOTES:
03715
37253725
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
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D B
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A W
N B
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IS
S
U E D
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SHEET ID
A
B
C
D
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F
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
KEY PLAN SCALE 1" = 500'
NORTH
PLAN/TRUE
108110
108A
6+
6+
S T
A
.8
P T
S T
A
.9
P C
STA.
+6
4.
PI
6+
6+
S T
A
.8
P T
S T
A
.9
P C
STA.
+6
4.
PI
0'
R
163716
GRAVEL PARKING
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:01:52 AM 7/14/2021
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IN
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S E
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N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
A N
S I
D
A R
E A
G R
A D
IN
G P
L A
N
CG107
W C D
A V
E N
P O
R T
D G
A A
R E
W F
B
T O
W E
N S
20' 40'0
SCALE: 1" = 20'
NORTH
PLAN/TRUE
T O
W E
N S
J U
L Y
LEGEND
MINOR CONTOUR
EXISTING CONTOUR
MAJOR CONTOUR
FIELD ADJUST TO AVOID CONFLICT, AS NECESSARY.
11. VERIFY EXISTING UTILITY STREAM CROSSINGS AT VARIOUS LOCATIONS.
FUNCTIONALITY.
SHALL BE REMOVED AND REPLACED TO MAINTAIN ORIGINAL SYSTEM
ACCOMODATE NEW GRADING, AS NECESSARY. SPRINKLER HEADS AND PIPING
CONTRACTOR IS REQUIRED TO MODIFY THE EXISTING IRRIGATION SYSTEM TO
10. EXTENTS OF POSSIBLE EXISTING IRRIGATION SYSTEM ARE UNKNOWN.
AGGREGATE BASE COURSES FOR ADDITIONAL REQUIREMENTS.
9. SEE SPECIFICATIONS SECTION 31 00 00 EARTHWORK AND SECTION 32 11 23
8. SEE SHEETS CG205-206 FOR CHANNEL CENTERLINE PROFILE.
7. SEE SHEETS CG306-310 FOR CROSS SECTIONS.
PRESENT.
CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF ANY DISCREPANCIES ARE
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED BY THE
SHALL BE TOPSOILED (4 INCHES) AND SEEDED.
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE STRIPPED TO A
3. ALL NEW AND EXISTING CONTOURS REFER TO VERTICAL DATUM NAVD 88.
INDICATED.
2. NEW CONTOURS SHOWN ARE FINISHED GRADE, UNLESS OTHERWISE
INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.
15 3
CB
CP
SEE PROFILE SHEET CG207
DRAINAGE STRUCTURE 2
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
KEY PLAN SCALE 1" = 500'
NORTH
PLAN/TRUE
108110
108A
LEGEND
MINOR CONTOUR
EXISTING CONTOUR
MAJOR CONTOUR
STORM DRAIN PIPESD
FIELD ADJUST TO AVOID CONFLICT, AS NECESSARY.
12. VERIFY EXISTING UTILITY STREAM CROSSINGS AT VARIOUS LOCATIONS.
FUNCTIONALITY.
SHALL BE REMOVED AND REPLACED TO MAINTAIN ORIGINAL SYSTEM
ACCOMODATE NEW GRADING, AS NECESSARY. SPRINKLER HEADS AND PIPING
CONTRACTOR IS REQUIRED TO MODIFY THE EXISTING IRRIGATION SYSTEM TO
11. EXTENTS OF POSSIBLE EXISTING IRRIGATION SYSTEM ARE UNKNOWN.
AGGREGATE BASE COURSES FOR ADDITIONAL REQUIREMENTS.
10. SEE SPECIFICATIONS SECTION 31 00 00 EARTHWORK AND SECTION 32 11 23
9. SEE SHEETS CG205-206 FOR CHANNEL CENTERLINE PROFILE.
8. SEE SHEET CG207 FOR DRAINAGE STRUCTURE PROFILE.
7. SEE SHEETS CG306-310 FOR CROSS SECTIONS.
PRESENT.
CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF ANY DISCREPANCIES ARE
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED BY THE
SHALL BE TOPSOILED (4 INCHES) AND SEEDED.
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE STRIPPED TO A
3. ALL NEW AND EXISTING CONTOURS REFER TO VERTICAL DATUM NAVD 88.
INDICATED.
2. NEW CONTOURS SHOWN ARE FINISHED GRADE, UNLESS OTHERWISE
INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.
1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS OTHERWISE
GENERAL NOTES:
7+00
8+00
9+00
10+00
6+
6+7
7+25
7+50
7+75
8+25
8+50
8+75
9+25
9+50
9+75
10+25
10+50
10+75
STA 7+78.95
PT
STA 8+94.89
PC
S T A 10+03.97
P T
S T A 10+09.18
P C
STA. 9+50.82
PI
7+00
8+00
9+00
10+00
6+
6+7
7+25
7+50
7+75
8+25
8+50
8+75
9+25
9+50
9+75
10+25
10+50
10+75
STA 7+78.95
PT
STA 8+94.89
PC
S T A 10+03.97
P T
S T A 10+09.18
P C
STA. 9+50.82
PI
CG108
D
CG207
3709.17'
OUT
24" CNC
D
CG108
D
CG207
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:34:21 AM 7/14/2021
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IN
G P
L A
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CG108
W C D
A V
E N
P O
R T
D G
A A
R E
W F
B
T O
W E
N S
20' 40'0
SCALE: 1" = 20'
NORTH
PLAN/TRUE
T O
W E
N S
J U
L Y
CB
GRADING BOUNDARY
S O
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T E
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Y
D A
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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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
KEY PLAN SCALE 1" = 500'
NORTH
PLAN/TRUE
108110
108A
LEGEND
MINOR CONTOUR
EXISTING CONTOUR
MAJOR CONTOUR
STORM DRAIN PIPESD
FIELD ADJUST TO AVOID CONFLICT, AS NECESSARY.
12. VERIFY EXISTING UTILITY STREAM CROSSINGS AT VARIOUS LOCATIONS.
FUNCTIONALITY.
SHALL BE REMOVED AND REPLACED TO MAINTAIN ORIGINAL SYSTEM
ACCOMODATE NEW GRADING, AS NECESSARY. SPRINKLER HEADS AND PIPING
CONTRACTOR IS REQUIRED TO MODIFY THE EXISTING IRRIGATION SYSTEM TO
11. EXTENTS OF POSSIBLE EXISTING IRRIGATION SYSTEM ARE UNKNOWN.
AGGREGATE BASE COURSES FOR ADDITIONAL REQUIREMENTS.
10. SEE SPECIFICATIONS SECTION 31 00 00 EARTHWORK AND SECTION 32 11 23
9. SEE SHEETS CG205-206 FOR CHANNEL CENTERLINE PROFILE.
8. SEE SHEET CG207 FOR DRAINAGE STRUCTURE PROFILE.
7. SEE SHEETS CG306-310 FOR CROSS SECTIONS.
PRESENT.
CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF ANY DISCREPANCIES ARE
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED BY THE
SHALL BE TOPSOILED (4 INCHES) AND SEEDED.
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE STRIPPED TO A
3. ALL NEW AND EXISTING CONTOURS REFER TO VERTICAL DATUM NAVD 88.
INDICATED.
2. NEW CONTOURS SHOWN ARE FINISHED GRADE, UNLESS OTHERWISE
INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.
1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS OTHERWISE
GENERAL NOTES:
CG207
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:34:53 AM 7/14/2021
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N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
20' 40'0
SCALE: 1" = 20'
NORTH
PLAN/TRUE
W Y
C G
A .d g n
A N
S I
D
A R
E A
A
G R
A D
IN
G P
L A
N
CG108A
W C D
A V
E N
P O
R T
D G
A A
R E
W F
B
T O
W E
N S
T O
W E
N S
J U
L Y
REC. TRAIL & LEVEE
S
S
S
S
S
ALIGNMENT. MATCH EXISTING
END OF CHANNEL GRADING
S O
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S C
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E
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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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
KEY PLAN SCALE 1" = 500'
NORTH
PLAN/TRUE
108110
108A
11+00
12+00
10+75
11+25
11+50
11+75
12+25
12+50
STA 13+97.55
PI
11+00
12+00
13+00
14+00
14+4014+40
10+75
11+25
11+50
11+75
12+25
12+50
12+75
13+25
13+50
13+75
14+25
STA 13+81.49
PT
STA 13+97.55
PI
STA 14+39.63
POE
STA. 12+06.73
PI
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:44:23 AM 7/14/2021
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O O
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E K
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A R
E A
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A D
IN
G P
L A
N
CG109
W C D
A V
E N
P O
R T
D G
A A
R E
W F
B
T O
W E
N S
20' 40'0
SCALE: 1" = 20'
NORTH
PLAN/TRUE
T O
W E
N S
J U
L Y
LEGEND
MINOR CONTOUR
EXISTING CONTOUR
MAJOR CONTOUR
LOCATION AND DEPTH OF THIS CROSSING AND AVOID ANY POSSIBLE IMPACTS.
SYSTEM AT THE CHANNEL CROSSING. CONTRACTOR MUST VERIFY THE
CHANNEL STATION 13+85 AND IS ASSUMED TO BE STRUCTURED AS A SIPHON
12. AN EXISTING SANITARY SEWER STREAM CROSSING EXISTS NEAR DESIGN
FIELD ADJUST TO AVOID CONFLICT, AS NECESSARY.
11. VERIFY EXISTING UTILITY STREAM CROSSINGS AT VARIOUS LOCATIONS.
FUNCTIONALITY.
SHALL BE REMOVED AND REPLACED TO MAINTAIN ORIGINAL SYSTEM
ACCOMODATE NEW GRADING, AS NECESSARY. SPRINKLER HEADS AND PIPING
CONTRACTOR IS REQUIRED TO MODIFY THE EXISTING IRRIGATION SYSTEM TO
10. EXTENTS OF POSSIBLE EXISTING IRRIGATION SYSTEM ARE UNKNOWN.
AGGREGATE BASE COURSES FOR ADDITIONAL REQUIREMENTS.
9. SEE SPECIFICATIONS SECTION 31 00 00 EARTHWORK AND SECTION 32 11 23
8. SEE SHEETS CG205-206 FOR CHANNEL CENTERLINE PROFILE.
7. SEE SHEETS CG306-310 FOR CROSS SECTIONS.
PRESENT.
CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF ANY DISCREPANCIES ARE
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED BY THE
SHALL BE TOPSOILED (4 INCHES) AND SEEDED.
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE SURFACED
DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE STRIPPED TO A
3. ALL NEW AND EXISTING CONTOURS REFER TO VERTICAL DATUM NAVD 88.
INDICATED.
2. NEW CONTOURS SHOWN ARE FINISHED GRADE, UNLESS OTHERWISE
INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
37953795
37953795
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
38003800
38003800
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
9% 9.3
3778.0
2.8%
3778.0
9.5
EXISTING GRADE
EXISTING GRADE
PROPOSED GRADE
PROPOSED GRADE
37953795
37953795
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
DETAIL SHEET CG502
INV OUT 3777.38'(SD1)
A = 2.50'
E 1411046.23
N 1888493.96
STA. 0+00.00
TOP EL 3779.47'
IN1
EXISTING GRADE
PROPOSED GRADE
IE = 3776.43'
S = 1.83%
12" x 52.2' CLASS 3 RCP
SD1
DRAINAGE STRUCTURE DETAILS
SEE SHEETS CG502-503 FOR
E 1411078.739
N 1888477.713
STA. 0+19.18
INVERT ELEV. = 3775.74'
EXISTING 8" PVC SAN. SEWER
N
.0
E
.0
GATE
STRUCTURE WITH FLAP
CONCRETE HEADWALL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:42:24 AM 7/14/2021
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IN
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W C D
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A N
S I
D
CG201
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
SECTION A
CG101 CG201
SECTION B
CG101 CG201
DRAINAGE STRUCTURE 1
CG101 CG201
D G
A A
R E
W F
B
T O
W E
N S
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
T O
W E
N S
J U
L Y
O P
T
IO
N
G R
A D
IN
G S
E C
T
IO
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
RECREATIONAL TRAIL
37753775
37753775
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
STATION
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
4H :1V
PROPOSED GRADE
0.8%
EXISTING GRADE
3750.0
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:45:21 AM 7/14/2021
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IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
W C D
A V
E N
P O
R T
A N
S I
D
CG202
D G
A A
R E
SECTION C
CG102 CG202
W F
B
T O
W E
N S
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
T O
W E
N S
J U
L Y
O P
T
IO
N
G R
A D
IN
G S
E C
T
IO
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
37753775
37753775
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 5+80 6+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
P V
C
.5
E le v
.4
P V I .0
E le v
.5
P V
T
.5
E le v
.5
P V
C
.5
E le v
.6
P V I .0
E le v
.6
P V
T
.5
E le v
.7
P V
C
.5
E le v
.8
P V I .0
E le v
.0
P V
T
.5
E le v
.9
P V I .8
E le v
.3
L = 25'
G1 = 0.8%
G2 = 0.3% e = -0.02'
SD = 1975'
K = 45
L = 25'
G1 = 0.3%
G2 = 0.9% e = 0.02'
SD = 215'
K = 40
L = 25'
G1 = 0.9%
G2 = -0.5% e = -0.04'
SD = 797'
K = 18
37753775
37753775
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
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
P V I .4
E le v
.9
P V
C
.5
E le v
.6
P V I .0
E le v
.7
P V
T
.5
E le v
.8
P V
C
.5
E le v
.0
P V I .0
E le v
.1
P V
T
.5
E le v
.1
P V
C
.5
E le v
.1
P V I .0
E le v
.1
P V
T
.5
E le v
.2
L = 25'
G1 = 0.7%
G2 = 0.6% e = -0.00'
SD = 13991'
K = 324
L = 25'
G1 = 0.6%
G2 = 0.0% e = -0.02'
SD = 1862'
K = 43
L = 25'
G1 = 0.0%
G2 = 0.8% e = 0.02'
SD = 179'
K = 31
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:46:35 AM 7/14/2021
C G
.d
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
W C D
A V
E N
P O
R T
A N
S I
D
CG203
D G
A A
R E
W F
B
T O
W E
N S
REC. TRAIL ALIGNMENT STA 0+00 TO 3+20 1
CG102 CG203
REC. TRAIL ALIGNMENT STA 3+20 TO 5+89 1
CG102 CG203
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
T O
W E
N S
J U
L Y
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
WITHIN CHANNEL EXTENTS WHERE UNDER WATER FILL IS TO BE USED. REFERENCE
1. ALL FILL MATERIAL TO BE PLACED SHALL BE COMPACTED RANDOM FILL, EXCEPT
W A
S H
IN
G T
O N P
A R
K
R E
C R
E A
T
IO
N T
R A
IL
P
R O
F
IL
E
O P
T
IO
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
S T
A
.8
E L E
V
.8
S T
A
.4
E L E
V
.8
S T
A
.8
E L E
V
.2
S T
A
.4
E L E
V
.0
S T
A
.2
E L E
V
.8
S T
A
.0
E L E
V
.6
S T
A
.8
E L E
V
.4
E L E
V
.2
S T
A
.6
S T
A
.4
E L E
V
.4
S T
A
.0
E L E
V
.0
S T
A
.6
E L E
V
.6
S T
A
.2
E L E
V
.2
37453745
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
STATION
37453745
37453745
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 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
S T
A
E L E
V
.3
S T
A
.2
E L E
V
.6
S T
A
.2
E L E
V
.6
S T
A
.8
E L E
V
.2
S T
A
.0
E L E
V
.2
S T
A
.8
E L E
V
.2
S T
A
.4
E L E
V
.8
S T
A
.6
E L E
V
.8
S T
A
.4
E L E
V
.8
S T
A
.0
E L E
V
.4
S T
A
.2
E L E
V
.4
S T
A
.0
E L E
V
.4
S T
A
.4
E L E
V
.0
S T
A
.6
E L E
V
.0
S T
A
.4
E L E
V
.0
S T
A
.0
E L E
V
.6
S T
A
.2
E L E
V
.6
S T
A
.0
E L E
V
.6
S T
A
.6
E L E
V
.2
S T
A
.8
E L E
V
.2
S T
A
.6
E L E
V
.2
S T
A
.2
E L E
V
.8
S T
A
.4
E L E
V
.8
S T
A
.2
E L E
V
.8
S T
A
.8
E L E
V
.4
S T
A
.0
E L E
V
.4
S T
A
.8
E L E
V
.4
S T
A
.0
E L E
V
.0
S T
A
.2
E L E
V
.0
S T
A
.0
E L E
V
.0
S T
A
.6
E L E
V
.6
S T
A
.8
E L E
V
.6
S T
A
.6
E L E
V
.6
S T
A
.2
E L E
V
.2
S T
A
.4
E L E
V
.2
S T
A
.2
E L E
V
.2
S T
A
.8
E L E
V
.8
S T
A
.0
E L E
V
.8
S T
A
.8
E L E
V
.8
S T
A
.4
E L E
V
.4
S T
A
.6
E L E
V
.4
S T
A
.4
E L E
V
.4
S T
A
.3
E L E
V
.6
S T
A
.9
E L E
V
.2
S T
A
.1
E L E
V
.2
S T
A
.9
E L E
V
.2
S T
A
.6
E L E
V
.2
S T
A
.2
E L E
V
.8
S T
A
.3
S T
A
.2
E L E
V
.8
S T
A
.7
E L E
V
.8
S T
A
.3
E L E
V
.4
E L E
V
.4
S T
A
.3
E L E
V
.4
S T
A
.0
E L E
V
.4
S T
A
.6
E L E
V
.0
S T
A
.8
S T
A
.6
E L E
V
.0
S T
A
.8
E L E
V
.9
E L E
V
.8
E L E
V
.0
S T
A
.5
5+00
37453745
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
% 2
% 2
0.6%
0.6%
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:47:51 AM 7/14/2021
C G
.d
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A D
IS
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IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
W C D
A V
E N
P O
R T
A N
S I
D
CG204
D G
A A
R E
W F
B
T O
W E
N S
DROP STRUCTURE CENTERLINE ALIGNMENT STA 0+00 TO 5+00 1
CG103, CG104 CG204
DROP STRUCTURE CENTERLINE ALIGNMENT STA 5+00 TO 7+71 1
CG103, CG104 CG204
T O
W E
N S
D R
O P S
T R
U C
T U
R E
S
C E
N T
E R
L
IN
E P
R O
F
IL
E
J U
L Y
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
WITHIN CHANNEL EXTENTS WHERE UNDER WATER FILL IS TO BE USED. REFERENCE
2. ALL FILL MATERIAL TO BE PLACED SHALL BE COMPACTED RANDOM FILL, EXCEPT
1. REFERENCE SHEET CG504 FOR DROP STRUCTURE DETAILS.
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
PROPOSED GRADE
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADE
37353735
37353735
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
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37353735
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
37353735
5+00 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
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:48:12 AM 7/14/2021
C G
.d
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
W C D
A V
E N
P O
R T
A N
S I
D
CG205
D G
A A
R E
W F
B
T O
W E
N S
T O
W E
N S
GOOSE CREEK CHANNEL CENTERLINE ALIGNMENT STA 0+00 TO 5+00 1
CG106-CG109 CG205
GOOSE CREEK CHANNEL CENTERLINE ALIGNMENT STA 5+00 TO 10+00 1
CG106-CG109 CG205
C E
N T
E R
L
IN
E P
R O
F
IL
E
J U
L Y
G O
O S
E C
R E
E K C
H A
N N
E L A
L
IG
N M
E N
T S
H E
E T O
F
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
WITHIN CHANNEL EXTENTS WHERE UNDER WATER FILL IS TO BE USED. REFERENCE
1. ALL FILL MATERIAL TO BE PLACED SHALL BE COMPACTED RANDOM FILL, EXCEPT
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
PROPOSED GRADE
EXISTING GRADE
37353735
37353735
10+00 10+20 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
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:49:26 AM 7/14/2021
C G
.d
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
W C D
A V
E N
P O
R T
A N
S I
D
CG206
D G
A A
R E
W F
B
T O
W E
N S
T O
W E
N S
C E
N T
E R
L
IN
E P
R O
F
IL
E
GOOSE CREEK CHANNEL CENTERLINE ALIGNMENT STA 10+00 TO 14+40 1
CG106-CG109 CG206
J U
L Y
G O
O S
E C
R E
E K C
H A
N N
E L A
L
IG
N M
E N
T S
H E
E T O
F
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
PROPOSED GRADE
PROPOSED GRADE
STATION
37353735
37353735
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
E
.4
N
.3
GATE
STRUCTURE WITH FLAP
CONCRETE HEADWALL
IE = 3708.8'
DETAIL SHEETS CG502-CG503
INV OUT 3709.65' (SD2)
A = 2.50'
E 1408858.17
N 1901635.31
STA. 0+00.00
TOP EL 3716.0'
IN2
DRAINAGE STRUCTURE DETAILS
SEE SHEETS CG502-503 FOR
EXISTING GRADE
PROPOSED GRADE
10%
S = 0.55%
30" x 153.4' CLASS 3 RCP
SD2
EXISTING GRADE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:49:11 AM 7/14/2021
C G
.d
A H
A D
IS
T R
IC
T
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A H
A
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C
A P
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O L A
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S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
SECTION D
CG108 CG207
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
DRAINAGE STRUCTURE 2
CG108 CG207
W C D
A V
E N
P O
R T
A N
S I
D
CG207
D G
A A
R E
W F
B
T O
W E
N S
T O
W E
N S
J U
L Y
G R
A D
IN
G S
E C
T
IO
N S
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00 E
L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
3729.6
3727.2
3729.1
% 6
%6
% 6
3726.0
3728.40
3726.40
3728.70
3726.79
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:51:15 AM 7/14/2021
C G
.d
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
CROSS SECTION STA 0+06 1
CG103 CG301
CROSS SECTION STA 0+25 1
CG103 CG301
CROSS SECTION STA 0+43 1
CG103 CG301
CROSS SECTION STA 0+62 1
CG103 CG301
CROSS SECTION STA 1+40 1
CG103 CG301
CROSS SECTION STA 1+18 1
CG103 CG301
CROSS SECTION STA 1+00 1
CG103 CG301
CROSS SECTION STA 0+80 1
CG103 CG301
W C D
A V
E N
P O
R T
C S
V E
N D
S E
N
A N
S I
D
CG301
S H
E E
T O
F
D G
A A
R E
W F
B
T O
W E
N S
C H
A N
N E
L D
E S
IG
N C
R O
S S S
E C
T
IO
N S
J U
L Y
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
WITHIN CHANNEL EXTENTS WHERE UNDER WATER FILL IS TO BE USED. REFERENCE
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00 E
L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
% 6
% 6
%6
3724.40
3726.34
3724.79
3727.15
3727.56
3725.60
3727.20
3725.20
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:51:28 AM 7/14/2021
C G
.d
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
CROSS SECTION STA 1+56 1
CG103 CG302
CROSS SECTION STA 1+75 1
CG103 CG302
CROSS SECTION STA 1+93 1
CG103 CG302
CROSS SECTION STA 2+16 1
CG103 CG302
CROSS SECTION STA 2+28 1
CG103 CG302
CROSS SECTION STA 2+50 1
CG103 CG302
CROSS SECTION STA 2+66 1
CG103 CG302
CROSS SECTION STA 2+87 1
CG103 CG302
W C D
A V
E N
P O
R T
C S
V E
N D
S E
N
A N
S I
D
CG302
S H
E E
T O
F
D G
A A
R E
W F
B
T O
W E
N S
C H
A N
N E
L D
E S
IG
N C
R O
S S S
E C
T
IO
N S
J U
L Y
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
WITHIN CHANNEL EXTENTS WHERE UNDER WATER FILL IS TO BE USED. REFERENCE
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
0+00 0+20 0+40 0+60 0+80 1+00 E
L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
37603760
37603760
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37553755
37553755
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37553755
37553755
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
3724.0
3722.80
3725.20
3723.20
3725.51
3723.60
3725.79
3726.40
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:55:34 AM 7/14/2021
C G
.d
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
CROSS SECTION STA 3+00 1
CG103 CG303
CROSS SECTION STA 3+23 1
CG103 CG303
CROSS SECTION STA 3+39 1
CG103 CG303
CROSS SECTION STA 3+59 1
CG103 CG303
CROSS SECTION STA 3+75 1
CG103 CG303
CROSS SECTION STA 3+95 1
CG104 CG303
CROSS SECTION STA 4+11 1
CG104 CG303
CROSS SECTION STA 4+25 1
CG104 CG303
W C D
A V
E N
P O
R T
C S
V E
N D
S E
N
A N
S I
D
CG303
S H
E E
T O
F
D G
A A
R E
W F
B
T O
W E
N S
C H
A N
N E
L D
E S
IG
N C
R O
S S S
E C
T
IO
N S
J U
L Y
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
WITHIN CHANNEL EXTENTS WHERE UNDER WATER FILL IS TO BE USED. REFERENCE
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
37553755
37553755
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37553755
37553755
0+00 0+20 0+40 0+60 0+80 1+00 E
L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37553755
37553755
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37553755
37553755
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
DO NOT DISTURB
EXISTING RETAINING WALL
DO NOT DISTURB
EXISTING RETAINING WALL
DO NOT DISTURB
EXISTING RETAINING WALL
37553755
37553755
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37503750
37503750
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
37553755
37553755
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37553755
37553755
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
% 6
%1
3722.67
3720.80
3723.20
3721.20
3724.74
3722.40
3724.36
3723.60
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:55:18 AM 7/14/2021
C G
.d
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
CROSS SECTION STA 4+48 1
CG104 CG304
CROSS SECTION STA 4+69 1
CG104 CG304
CROSS SECTION STA 4+91 1
CG104 CG304
CROSS SECTION STA 6+10 1
CG104 CG304
CROSS SECTION STA 6+87 1
CG104 CG304
CROSS SECTION STA 6+68 1
CG104 CG304
CROSS SECTION STA 6+47 1
CG104 CG304
CROSS SECTION STA 6+25 1
CG104 CG304
W C D
A V
E N
P O
R T
C S
V E
N D
S E
N
A N
S I
D
CG304
S H
E E
T O
F
D G
A A
R E
W F
B
T O
W E
N S
C H
A N
N E
L D
E S
IG
N C
R O
S S S
E C
T
IO
N S
J U
L Y
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
WITHIN CHANNEL EXTENTS WHERE UNDER WATER FILL IS TO BE USED. REFERENCE
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
37503750
37503750
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37503750
37503750
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37453745
37453745
0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
%6
3720.0
% 6
3721.89 3722.40
3720.40
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:56:45 AM 7/14/2021
C G
.d
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
CROSS SECTION STA 7+00 1
CG104 CG305
CROSS SECTION STA 7+25 1
CG104 CG305
CROSS SECTION STA 7+44 1
CG104 CG305
CROSS SECTION STA 7+68 1
CG104 CG305
W C D
A V
E N
P O
R T
C S
V E
N D
S E
N
A N
S I
D
CG305
S H
E E
T O
F
D G
A A
R E
W F
B
T O
W E
N S
C H
A N
N E
L D
E S
IG
N C
R O
S S S
E C
T
IO
N S
J U
L Y
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
WITHIN CHANNEL EXTENTS WHERE UNDER WATER FILL IS TO BE USED. REFERENCE
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
PROPOSED GRADE PROPOSED GRADE
PROPOSED GRADE PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
37353735
37353735
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37353735
37353735
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37353735
37353735
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37353735
37353735
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37353735
37353735
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
3710.0
14%
3709.94
9%
3709.89
3709.83
3709.77
3709.72
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:56:58 AM 7/14/2021
C G
.d
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
CROSS SECTION STA 0+00 1
CG106 CG306
CROSS SECTION STA 0+50 1
CG106 CG306
CROSS SECTION STA 1+00 1
CG106 CG306
CROSS SECTION STA 2+50 1
CG106 CG306
CROSS SECTION STA 2+00 1
CG106 CG306
CROSS SECTION STA 1+50 1
CG106 CG306
W C D
A V
E N
P O
R T
C S
V E
N D
S E
N
A N
S I
D
CG306
S H
E E
T O
F
D G
A A
R E
W F
B
T O
W E
N S
C H
A N
N E
L D
E S
IG
N C
R O
S S S
E C
T
IO
N S
J U
L Y
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
PROPOSED GRADE PROPOSED GRADE
PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE
PROPOSED GRADE
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37353735
37353735
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE EXISTING GRADE EXISTING GRADE
EXISTING GRADE
3709.66
33%
3709.61
% 3
3709.55
3709.49
3709.44
3709.4
3706.4
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:58:25 AM 7/14/2021
C G
.d
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
CROSS SECTION STA 3+00 1
CG107 CG307
CROSS SECTION STA 3+50 1
CG107 CG307
CROSS SECTION STA 4+00 1
CG107 CG307
CROSS SECTION STA 4+50 1
CG107 CG307
CROSS SECTION STA 5+00 1
CG107 CG307
CROSS SECTION STA 5+50 1
CG107 CG307
W C D
A V
E N
P O
R T
C S
V E
N D
S E
N
A N
S I
D
CG307
S H
E E
T O
F
D G
A A
R E
W F
B
T O
W E
N S
C H
A N
N E
L D
E S
IG
N C
R O
S S S
E C
T
IO
N S
J U
L Y
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
PROPOSED GRADE PROPOSED GRADEPROPOSED GRADE
PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
3709.33
3706.34
30%
3709.27
3706.28
30%
3709.21
3706.23
3709.15
3706.2
29%
3709.1
3709.04
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:58:38 AM 7/14/2021
C G
.d
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
CROSS SECTION STA 6+00 1
CG107 CG308
CROSS SECTION STA 6+50 1
CG108 CG308
CROSS SECTION STA 7+00 1
CG108 CG308
CROSS SECTION STA 7+50 1
CG108 CG308
CROSS SECTION STA 8+00 1
CG108 CG308
CROSS SECTION STA 8+50 1
CG108 CG308
W C D
A V
E N
P O
R T
C S
V E
N D
S E
N
A N
S I
D
CG308
S H
E E
T O
F
D G
A A
R E
W F
B
T O
W E
N S
C H
A N
N E
L D
E S
IG
N C
R O
S S S
E C
T
IO
N S
J U
L Y
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
PROPOSED GRADE PROPOSED GRADE
PROPOSED GRADE PROPOSED GRADE
PROPOSED GRADE
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
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 I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
20%
3709.0
3708.93
3708.87
32%
3708.82
3708.76
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:02:02 AM 7/14/2021
C G
.d
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
CROSS SECTION STA 9+00 1
CG108 CG309
CROSS SECTION STA 9+50 1
CG108 CG309
CROSS SECTION STA 10+00 1
CG108 CG309
CROSS SECTION STA 11+00 1
CG109 CG309
CROSS SECTION STA 10+50 1
CG108 CG309
W C D
A V
E N
P O
R T
C S
V E
N D
S E
N
A N
S I
D
CG309
S H
E E
T O
F
D G
A A
R E
W F
B
T O
W E
N S
C H
A N
N E
L D
E S
IG
N C
R O
S S S
E C
T
IO
N S
J U
L Y
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
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 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
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37353735
37353735
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
3708.71
33%
3708.65
% 3
3708.59
3708.54
8%
3708.48
19%
3708.42
6%
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:00:52 AM 7/14/2021
C G
.d
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
S H
E R
ID
A N
W Y
O M
IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
CROSS SECTION STA 12+00 1
CG109 CG310
CROSS SECTION STA 12+50 1
CG109 CG310
CROSS SECTION STA 13+00 1
CG109 CG310
CROSS SECTION STA 13+50 1
CG109 CG310
CROSS SECTION STA 14+00 1
CG109 CG310
W C D
A V
E N
P O
R T
C S
V E
N D
S E
N
A N
S I
D
CG310
S H
E E
T
O
F
D G
A A
R E
W F
B
T O
W E
N S
C H
A N
N E
L D
E S
IG
N C
R O
S S S
E C
T
IO
N S
J U
L Y
1CROSS SECTION STA 11+50 1
CG109 CG310
NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
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 M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
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D A
T E
C O
N T
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C H
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K E
D B
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D R
A W
N B
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IS
S
U E D
A T
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SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
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A M
E
PROPOSED GRADE
37303730
37303730
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
EXISTING GRADE
3708.38
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:05:33 AM 7/14/2021
C G
.d
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T R
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S H
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ID
A N
W Y
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20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
C T
IO
N
B
IG
G
O O
S E L
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T L E G
O O
S E G
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S E C
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CROSS SECTION STA 14+40 1
CG109 CG311
W C D
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P O
R T
C S
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N D
S E
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A N
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N C
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NOTES:
SPECIFICATIONS SECTION 31 00 00 FOR FURTHER DETAILS.
ELEV @ BANK
L
.5
INTO STREAMBED.
EMBED STONE 1/2 WAY
INSTALLED BOULDER.
SCOUR
OF
LOCATION
L
10' KEY
10'
1.5H:1V SIDESLOPES
3' WIDTH @ CREST
INVERT
CHANNEL
10' KEY IN
10' KEY IN
CHANNEL INVERT
ELEV @ BANK
UPSTREAM CREST
DOWNSTREAM TOE
L
EXISTING STREAMBED
W/ RIPRAP
EXCAVATE AND FILL
10' 10'
S O
L
IC
IT
A T
IO
N N
O
D E
S
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N E
D B
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D E
S C
R
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T
IO
N M
A R
K
S
IZ
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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
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IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
BOTTOM
EXISTING CHANNEL SECTION
DOWNSTREAM TOE
BOTTOM
EXISTING CHANNEL
LONGITUDINAL PROFILE
EXCAVATION
EXTENT OF
J-HOOK
TYPICAL VANE WITH
SCOUR POOL
DEPOSITION
SEDIMENT
SCOUR POOL
TYPICAL VANE
SCOUR
DEPOSITION
SEDIMENT
SCOUR
BOULDER CLUSTERS
FLOW
(EMBEDDED)
SINGLE BOULDER
TRIANGULAR CLUSTER
UPSTREAM "V"
TRIANGULAR CLUSTER
DOWNSTREAM "V"
DIAMOND CLUSTER
TOE
TOB
BANK
TOB
SECTION A-A
PLAN VIEW
KEY
FLOW LINES
A
A
TERRACE AT…
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