4. Am0002 Drawings.pdf
PDF 11 MB Posted
- Solicitation number
- W9128F21B0016
About this file
This document outlines a federal contract opportunity issued by the Department of the Army Corps of Engineers Engineering District Omaha. The solicitation is for a project to restore sections of Big Goose, Little Goose, and Goose Creek located in Sheridan, Wyoming. The scope of work includes removing non-native vegetation and contaminated topsoil, excavating and stockpiling topsoil for reuse, removing and replacing an existing concrete pedestrian trail, constructing in-stream features such as riffles and vanes, seeding and planting per the drawings and specifications, installing drop structures and drainage structures, and producing a final report and as-built drawings. A mandatory site visit is scheduled for August 11, 2021 at 1:00 PM MDT at Washington Park in Sheridan. The contractor will be expected to perform this restoration work according to applicable engineering, safety, and construction standards in a timely and cost-effective manner.
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THORNE-RIDER PARK
OXBOW CHANNEL - AREA K
(BID OPTION 2)
MILL PARK
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...\30500 - Construction E&D\WY16\30DA0 - Plans & Specs\CAD_BIM\_Sheets\30DA0
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MARKED UG
UNKNOWN
BIG GOOSE CREEK
BIG
GOOSE CREEK
37353735 373537353735
37353735 3735373
3735.73
IN
18" CNC
3735.75'
OUT
24" CNC
ACCORDING TO CITY PLAT
APPROXIMATE LOCATION
STORM WATER PIPELINE
3740 3740 3740 3740
HAND RAIL 3743.18'
(SOCK DRAIN?)
OUT
4" PVC
RETAINING WALL
CB
S
D
3750375
REFERENCED IN THIS PLAN SET HEREIN.
AND WAS NOT INCLUDED IN THE FEBRUARY 2020 PROJECT SURVEY
THAT AN EXISTING IRRIGATION SYSTEM MAY EXIST WITHIN THE PROJECT AREA
FEATURES AND SITE UTILITIES PRIOR TO CONSTRUCTION. IT SHOULD BE NOTED
4. THE CONTRACTOR IS REQUIRED TO VERIFY ALL EXISTING SURVEY
3. SEE DRAWING G-004 FOR LEGEND.
CONTROL DATUM IS NAVD 88.
PLANE WYOMING EAST CENTRAL FIPS 4092, US SURVEY FEET. VERTICAL
2. THE HORIZONTAL CONTROL DATUM FOR THIS PROJECT IS NAD 83 STATE
PERFORMED BY A CONTRACTOR FOR THE CITY OF SHERIDAN.
1. FIELD SURVEY PROVIDED WAS PREPARED IN FEBRUARY 2020. SURVEY WAS
GENERAL NOTES:
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UTILITIES
MARKED UG
UNKNOWN
G O
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RIM ELEV=3745.22'
INVERT ELEV=3729.12'
WEST 10" PIPE
37303730
3730.53'
OUT
6" CPP
3730.72'
OUT
6" CPP
3731.78'
OUT
6" CPP
BIG GOOSE CREEK
RIM ELEV=3741.63'
INVERT ELEV=3732.33'
NORTH 8" PIPE
RIM ELEV=3743.65'
INVERT ELEV=3733.08'
SOUTH 8" PIPE
HAND RAIL
3733.43'
(SOCK DRAIN?)
OUT
4" CPP
37353735
3735.56'
OUT
18" CNC
WALKING PATH
TOOL
BIKE
W
CB
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RETAINING WALL
CP
W
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ON CONCRETE PAD
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CB
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S
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RETAINING WALL
S
D
D
COCO
CONCRETE PIERS
3737.7'
6" CPP OUT
REFERENCED IN THIS PLAN SET HEREIN.
AND WAS NOT INCLUDED IN THE FEBRUARY 2020 PROJECT SURVEY
THAT AN EXISTING IRRIGATION SYSTEM MAY EXIST WITHIN THE PROJECT AREA
FEATURES AND SITE UTILITIES PRIOR TO CONSTRUCTION. IT SHOULD BE NOTED
4. THE CONTRACTOR IS REQUIRED TO VERIFY ALL EXISTING SURVEY
3. SEE DRAWING G-004 FOR LEGEND.
CONTROL DATUM IS NAVD 88.
PLANE WYOMING EAST CENTRAL FIPS 4092, US SURVEY FEET. VERTICAL
2. THE HORIZONTAL CONTROL DATUM FOR THIS PROJECT IS NAD 83 STATE
PERFORMED BY A CONTRACTOR FOR THE CITY OF SHERIDAN.
1. FIELD SURVEY PROVIDED WAS PREPARED IN FEBRUARY 2020. SURVEY WAS
GENERAL NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:24:54 PM 8/30/2021
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BIG
GOOSE CREEK
3735.73
IN
18" CNC
3735.75'
OUT
24" CNC
ACCORDING TO CITY PLAT
APPROXIMATE LOCATION
STORM WATER PIPELINE
HAND RAIL 3743.18'
(SOCK DRAIN?)
OUT
4" PVC
RETAINING WALL
D
REMOVE RIPRAP
REMOVE RIPRAP
REMOVE DROP STRUCTURES
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®of Engineers
US Army Corps
U .S
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PLAN/TRUE
T O
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THIS PLAN SET.
REMOVAL BEYOND THOSE THAT ARE MARKED FOR REMOVAL IN
REPRESENTATIVE AND USACE PROJECT BIOLOGIST FOR ANY TREE
2. CONTRACTOR IS REQUIRED TO COORDINATE WITH USACE CONSTRUCTION
DISPOSAL LOCATIONS AND INSTRUCTIONS.
1. REFER TO SPECIFICATIONS SECTION 31 00 00 EARTHWORK FOR
NOTES:
B
ID
O
P T
IO
/3
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A M
G
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E R
A L R
E V
IS
IO
(UG POWER?)
UTILITIES
MARKED UG
UNKNOWN
G O
O S
E C
R E
E K
RIM ELEV=3745.22'
INVERT ELEV=3729.12'
WEST 10" PIPE
3730.53'
OUT
6" CPP
3730.72'
OUT
6" CPP
3731.78'
OUT
6" CPP
BIG GOOSE CREEK
RIM ELEV=3741.63'
INVERT ELEV=3732.33'
NORTH 8" PIPE
RIM ELEV=3743.65'
INVERT ELEV=3733.08'
SOUTH 8" PIPE
HAND RAIL
3733.43'
(SOCK DRAIN?)
OUT
4" CPP
3735.56'
OUT
18" CNC
WALKING PATH
TOOL
BIKE
RETAINING WALL
RETAINING WALL
ON CONCRETE PAD
MEMORIAL ROCK
L E
W
IS
S
T
RETAINING WALL
CONCRETE PIERS
3737.7'
6" CPP OUT
CP
J
CP CB
D
D
COCO
REMOVE RIPRAP
REMOVE RIPRAP
REMOVE DROP STRUCTURES
REMOVE DROP STRUCTURES
REMOVE RIPRAP
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SHEET ID
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B
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
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F
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U M
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20' 40'0
SCALE: 1" = 20'
NORTH
PLAN/TRUE
T O
W E
N S
J U
L Y
THIS PLAN SET.
REMOVAL BEYOND THOSE THAT ARE MARKED FOR REMOVAL IN
REPRESENTATIVE AND USACE PROJECT BIOLOGIST FOR ANY TREE
2. CONTRACTOR IS REQUIRED TO COORDINATE WITH USACE CONSTRUCTION
DISPOSAL LOCATIONS AND INSTRUCTIONS.
1. REFER TO SPECIFICATIONS SECTION 31 00 00 EARTHWORK FOR
NOTES:
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BIG
GOOSE CREEK
HAND RAIL
RETAINING WALL
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SEE DETAIL SHEET CG505
RIPRAP REVETMENT
S O
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SHEET ID
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
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F
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E 1,408,988.44
N 1,896,519.22
E 1,408,988.68
N 1,896,471.53
E 1,409,317.59
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E 1,409,257.03
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E 1,409,210.54
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N 1,896,470.15
E 1,409,051.80 N 1,896,469.21
E 1,409,032.56 N 1,896,475.64
E 1,409,021.59
N 1,896,496.87
E 1,409,076.53
N 1,896,499.32
E 1,409,112.00
N 1,896,499.27
E 1,409,151.85
N 1,896,496.34
E 1,409,230.57
N 1,896,497.21
E 1,409,319.04
N 1,896,530.11
E 1,409,034.67
N 1,896,537.90
E 1,409,052.52
N 1,896,539.17
E 1,409,067.95
N 1,896,551.64
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N 1,896,559.62
E 1,409,181.59
N 1,896,544.93
E 1,409,190.68 N 1,896,543.18
E 1,409,253.91
N 1,896,547.84
E 1,409,269.97
N 1,896,547.29
E 1,409,280.80
N 1,896,550.85
E 1,409,364.60
N 1,896,545.34
E 1,409,371.08
N 1,896,543.67
E 1,409,291.94 N 1,896,546.54
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N 1,896,552.57
E 1,409,325.13
N 1,896,553.10
E 1,409,343.25
N 1,896,530.81
E 1,409,106.57 N 1,896,528.12
E 1,409,296.72
N 1,896,489.43
E 1,408,990.11
N 1,896,473.74
E 1,408,990.88
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L E
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IS
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TOOL
BIKE
RETAINING WALL
RETAINING WALL
RETAINING WALL
ON CONCRETE PAD
MEMORIAL ROCK
CONCRETE PIERS
CP
CP
J
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D
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CB
CB
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SEE DETAIL SHEET CG505
RIPRAP REVETMENT
SEE DETAIL SHEET CG505
RIPRAP REVETMENT
SEE DETAIL SHEET CG505
RIPRAP REVETMENT
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SHEET ID
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
F
IL
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U M
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N 1,896,553.74
E 1,409,749.48
N 1,896,525.76
E 1,409,762.95
N 1,896,474.27
E 1,409,688.29N 1,896,474.46
E 1,409,662.37
N 1,896,481.02
E 1,409,619.96N 1,896,484.14
E 1,409,570.02
N 1,896,484.52
E 1,409,542.28
N 1,896,483.83
E 1,409,515.63 N 1,896,481.48
E 1,409,483.22 N 1,896,482.33
E 1,409,471.52
N 1,896,481.78
E 1,409,440.14
N 1,896,498.66
E 1,409,433.83
N 1,896,499.05
E 1,409,483.90
N 1,896,495.64
E 1,409,507.46 N 1,896,498.42
E 1,409,519.29
N 1,896,498.47
E 1,409,528.11
N 1,896,497.13
E 1,409,533.54
N 1,896,494.84
E 1,409,586.00
N 1,896,499.23
E 1,409,594.45
N 1,896,499.60
E 1,409,644.67 N 1,896,503.25
E 1,409,684.26
N 1,896,511.54
E 1,409,722.89
N 1,896,545.61
E 1,409,384.57
N 1,896,549.32
E 1,409,404.30
N 1,896,545.89
E 1,409,440.50
N 1,896,550.76
E 1,409,450.57
N 1,896,551.95
E 1,409,480.32
N 1,896,545.25
E 1,409,492.39
N 1,896,544.54
E 1,409,522.54
N 1,896,561.82
E 1,409,557.58
N 1,896,556.00
E 1,409,587.66
N 1,896,544.76
E 1,409,728.31
N 1,896,532.61
E 1,409,678.30 N 1,896,528.12
E 1,409,579.63
N 1,896,530.76
E 1,409,535.73
N 1,896,530.57
E 1,409,478.70
N 1,896,584.83
E 1,409,734.82
N 1,896,518.83
E 1,409,766.32
N 1,896,507.85
E 1,409,765.59
N 1,896,495.88
E 1,409,756.25
N 1,896,485.22
E 1,409,733.20 N 1,896,478.14
E 1,409,428.16
N 1,896,532.43
E 1,409,587.47
N 1,896,532.45
E 1,409,630.72
N 1,896,549.66
E 1,409,648.15
N 1,896,548.32
E 1,409,659.81
N 1,896,551.37
E 1,409,685.32
N 1,896,543.76
E 1,409,687.03
N 1,896,545.50
E 1,409,706.83
N 1,896,560.16
E 1,409,721.39
COCO
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:01:11 PM 8/30/2021
C S .d
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T L E G
O O
S E G
O O
S E C
R E
E K
W Y
W F
B
A N
S I
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A R
E A
S
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E P
L A
N
CS104
W C
D A
V E
N P
O R
T
D
G A
A R
E
T
O W
E N
S
20' 40'0
SCALE: 1" = 20'
NORTH
PLAN/TRUE
T
O W
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A
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37353735 373537353735
37353735 3735373
3740 3740 3740 3740
3750375
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D A
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K E
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N B
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IS
S
U E D
A T
E
SHEET ID
A
B
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E
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
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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:06:02 PM 8/30/2021
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N
B
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G
O O
S E L
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T L E G
O O
S E G
O O
S E C
R E
E K
W Y
A N
S I
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A R
E A
G R
A D
IN
G P
L A
N
CG103
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
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N S
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B
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37303730
L E
W
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37353735
CP
CP
J
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S
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CB
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S U
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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:
372237
24372437
37253725
372637263726
3727 3727
37283728
3728 3728
3730 37313731
37313731 3732 3732
37323732
3733 3733
37333733
37343734
3734 3734
3735 3735
37373737
COCO
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:09:43 PM 8/30/2021
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CG104
W C D
A V
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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
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A
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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
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U M
B E
R
F
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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
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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
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N I
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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
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IO
N I
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A V
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% 2
% 2
0.6%
0.6%
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:29:54 PM 8/30/2021
C G
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IN
G
20' 40'0
HORIZONTAL SCALE: 1" = 20'-0"
0 5' 10'
VERTICAL SCALE: 1" = 5'-0"
S E
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CG204
D G
A A
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W F
B
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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
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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.
B
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FLOW
GROUTED BOULDERS
30°
D r
D b
CENTERLINE
CHANNEL
RIPRAP
GROUTED
12'-0" NZ14
GROUT
GRANULAR FILL
MEET EXISTING GRADE MEET EXISTING GRADE
MEET EXISTING GRADE MEET EXISTING GRADE
H d
GROUTED RIPRAP
GRANULAR FILL
GROUT
GROUTED RIPRAP
12'-0" NZ14
3' Lb 3'
OF PIPE
W/ CLAMP AT END
FILTER FABRIC
BOULDER LOCATIONS.
PIPE. MAY BE ADJUSTED DUE TO
3" DIAMETER PVC (NON-PERFORATED)
NO 57 AGGREGATE
WITH 1 CF OF AASHTO
FILTER FABRIC FILLED
SEE SHEET PILE DETAIL
r
GROUT
EMBED 1/3 IN
3.5' BOULDER
ENSURE NO GAPS
VIBRATE GROUT AND
ROOM TO THROUGHOULY
WHILE ALLOWING ENOUGH
BETWEEN BOULDERS
MINIMIZE DISTANCE
/8
/4
/8
9.6' 9.6'B
CENTERLINE
CHANNEL
10'
12 1/2 ' 5' 5' 12 1/2 '
10'
TURN POINT
SHEETPILE
10'
OF STRUCTURE
AT DOWSTREAM EXTENT
LINE CHANNEL WITH RIPRAP
GRANULAR FILL
RIPRAP
OF STRUCTURE
AT DOWSTREAM EXTENT
LINE CHANNEL WITH RIPRAP
10'
GRANULAR FILL
RIPRAP
OF PIPE
W/ CLAMP AT END
FILTER FABRIC
STAINLESS STEEL HOSE CLAMP
(9 PER STRUCTURE)
WEEP DRAINS
3.5' BOULDER
S O
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C O
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C T N
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K E
D B
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A W
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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
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F
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SLOPE
SLOPE
FLOW
1.5
1.5
1.5
1 1
1.5
R E
F U
S A
L C
R
IT
E R
IA
O
R M
E E
T
TYPICAL PLAN VIEW
GROUTED BOULDER DROP STRUCTURE
SECTION A-A - TYPICAL PROFILE
SECTION B-B - TYPICAL CREST SECTION
SECTION C-C - TYPICAL POOL SECTION
SHEET NOT DRAWN TO SCALE
GROUT PLACEMENT DETAIL SHEET PILE CONNECTION DETAIL
WEEP DRAIN DETAIL 2
WEEP DRAIN DETAIL 1
DROP STRUCTURE DETAILS
SECTION A-A (1) - DOWNSTREAM ENDPOINT SECTION A-A (2) - UPSTREAM START POINT
6. REFER TO SPECIFICATION SECTION 31 41 16 FOR ADDITIONAL SHEETPILE DETAILS. REFER TO SPECIFICATION SECTION 31 11 05 FOR ADDITIONAL GROUTING DETAILS.
5. ALL FINISHED GROUT SURFACES SHALL BE SPRAYED WITH A CLEAR LIQUID MEMBRANE CURING COMPOUND AS SPECIFIED IN ASTM C309.
4. AFTER GROUT PLACEMENT, EXPOSED BOULDER FACES SHALL BE CLEANED AND FREE OF GROUT.
3. ALL GROUT SHALL BE TREATED WITH A BROOM FINISH.
AND RAISING IT AS THE GROUT FILLS, WHILE VIBRATING GROUT INTO PLACE USING A PENCIL VIBRATOR.
2. FULL DEPTH PENETRATION OF THE GROUT INTO THE BOULDER VOIDS SHALL BE ACHIEVED BY INJECTING GROUT STARTING WITH THE NOZZLE NEAR THE BOTTOM
SHALL OBTAIN PRIOR APPROVAL FROM THE DESIGN ENGINEER OF THE PROCEDURES TO BE USED FOR PROTECTING THE GROUT.
1. SPECIAL PROCEDURES SHALL BE REQUIRED FOR GROUT PLACEMENT WHEN THE AIR TEMPERATURES ARE LESS THAN 40°F OR GREATER THAN 90°F. CONTRACTOR
GROUT PLACEMENT NOTES:
KEEP BOULDERS FROM TOUCHING. AVOID SLIDING BOULDERS AGAINST SUBGRADE TO PROPERLY POSITION.
2. BEFORE GROUTING, PRIOR TO ARRIVAL ON-SITE, CLEAN ALL DIRT AND MATERIAL FROM ROCK THAT COULD PREVENT THE GROUT FROM BINDING TO THE ROCK.
A GUIDE TO CHECK MINIMUM SPACING.
ENOUGH ROOM BETWEEN THEM TO THOROUGHLY VIBRATE THE GROUT AND TO ENSURE NO GAPS IN THE GROUT. THE SMALL DIMENSION OF A 2X4 CAN BE USED AS
1. PLACE BOULDERS WITH THE REQUIRED BOULDER HEIGHT VERTICAL. PLACE BOULDERS AS TIGHTLY AS POSSIBLE (WITHOUT TOUCHING) WHILE PROVIDING
BOULDER PLACEMENT NOTES:
SEE SHEET CG204 FOR DETAILED PROFILE.
SEE SHEETS CG103 AND CG104 FOR PLAN VIEWS.
NOTE:
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.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
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
D G
A A
R E
W F
B
C S
V E
N D
S E
N
A N
S I
D
CG504
C S
V E
N D
S E
N
D R
O P S
T R
U C
T U
R E D
E T
A
IL
S C S
V E
N D
S E
N
J U
L Y
B
ID
O
P T
IO
N
A M
G
E N
E R
A L R
E V
IS
IO
N S
/3
/2
CG504
A
CG504
A
CG504
B
CG504
B
CG504
C
CG504
C
| WY16G-004 |
| WY16VF103 |
| WY16VF104 |
| WY16CD103 |
| WY16CD104 |
| WY16CS103 |
| WY16CS104 |
| WY16CG103 |
| WY16CG104 |
| WY16CG204 |
| WY16CG504 |
File details come from the government source that posted it. Updated .