Sample.Plans-Bougere.pdf
PDF 2 MB Posted
- Solicitation number
- W912EE25R0001
About this file
These are engineering design plans for the Bougere Stone Revetment project by the U.S. Army Corps of Engineers Vicksburg District, located at Mississippi River, River Mile 330.6-R. The plans include seven sheets detailing the project's vicinity map, plan view, cross-sections, and typical details for stone revetment construction. The project involves constructing a stone revetment with specific technical specifications, including a 5-foot crown, slopes ranging from 1V:4H to 1V:1.5H, and tie-ins to existing ground with a 2-foot bench. The cross-sections show detailed stone placement configurations across multiple stations, with careful consideration of elevation, slope, and integration with the existing riverbank terrain. The typical details include specifications for stone berm and longitudinal dike construction, emphasizing precise engineering requirements for river bank stabilization and erosion control.
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| FINAL.RFP.W912EE25R0001.Stone.MATOC.pdf |
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Text version
ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
MISSISSIPPI RIVER, RM 330.6-R
FC/MR&T, CHANNEL IMPROVEMENT PROGRAM
BOUGERE STONE REVETMENT
D
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B
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D
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C R
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SHEET ID
B
C
D
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
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C O
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AS-ADVERTISED
G-001
C O
VE
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S H
EE
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INDEX TO DRAWINGS
SHEET ID SHEET TITLE
G-001 COVER SHEET
G-401 VICINITY MAP
C-101 PLAN
C-301 CROSS SECTIONS
C-302 CROSS SECTIONS
C-303 CROSS SECTIONS
C-501 TYPICAL DETAILS
SAMPLE
MAY 2009
MAY 2009
MAY 2009
JACKSON POINT DIKE 2L
JAC
KSO
N
PO
IN
T D
IKE 1L
DEADMAN'S BEND REVETMENTBO
UG
ER
E
RE
VE
TM
EN
T
BOUGERE REVETMENT
BOUGERE STONE PAVING
R/W
R /W
R/W
LANDSIDE ROW LIMIT
200' BEHIND TOP BANK
N=645977.49 E=1885392.02
N=645197.13 E=1886353.80
N=645448.20 E=1887798.60
N=646839.91 E=1887466.99
MISSISSIPPI RIVER
FLOW
D
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B
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D
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SHEET ID
B
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
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.6 -R
AS-ADVERTISED
G-401
VI
C
IN
IT
Y M
AP
N
0 2000'1000'A1 BOUGERE STONE REVETMENT - RM 330.6-R - VICINITY MAP
SCALE: 1"=1000'
SAMPLE
AutoCAD SHX Text
STONE PAVING
0+
1+
2+
3+
4+
5+
6+
7+
8+00
9+00
10+00
11+00
CONSTRUCT LONGITUDINAL DIKE (SEE TYP. A7)
CONSTRUCT STONE BERM
(SEE TYP. D7)
CONSTRUCT STONE BERM
(SEE TYP. D7)ST
A.
+8
ST
A.
+0
ST
A.
+0
ST
A.
1+
MISSISSIPPI RIVER
FLOW
L6
L2 L8
L7
L4 L5
L3
L1
BOUGERE STONE REVETMENT ALIGNMENT TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
LENGTH
70.79'
100.04'
572.87'
30.79'
73.44'
101.31'
100.92'
59.65'
DIRECTION
242° 20' 58.55"
241° 52' 03.05"
240° 15' 38.80"
239° 23' 45.31"
227° 36' 15.74"
224° 49' 56.18"
223° 20' 21.84"
211° 23' 25.04"
START NORTHING
646437.09
646404.24
646357.07
646072.89
646057.21
646007.70
645935.85
645862.45
START EASTING
1886732.12
1886669.42
1886581.19
1886083.77
1886057.27
1886003.04
1885931.61
1885862.34
END NORTHING
646404.24
646357.07
646072.89
646057.21
646007.70
645935.85
645862.45
645811.53
END EASTING
1886669.42
1886581.19
1886083.77
1886057.27
1886003.04
1885931.61
1885862.34
1885831.27
START STATION
0+00.00
0+70.79
1+70.83
7+43.70
7+74.49
8+47.93
9+49.24
10+50.17
END STATION
0+70.79
1+70.83
7+43.70
7+74.49
8+47.93
9+49.24
10+50.17
11+09.81
D
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K D
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SU
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SHEET ID
B
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D
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
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C O
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EN
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IN
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M M
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AS-ADVERTISED
C-101
PL
AN
1. ALL UNITS ARE U.S. SURVEY FEET.
2. HYDROGRAPHIC SURVEY CONDITIONS DATED DECEMBER 2021.
3. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
4. LWRP IS 19 FEET N.A.V.D. 88 AT SITE OF WORK.
5. SEE SHEET C-501 FOR TYPICAL DETAILS.
6. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST,
NAD83(HARN).
7. VERTICAL REFERENCE SYSTEM: N.A.V.D. 88.
8. CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS
APPROXIMATE LOCATIONS. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY FOR CONSTRUCTION.
NOTES
LEGEND
"B" STONE
TOE OF STONE REVETMENT
CROWN OF STONE REVETMENT
CONTROL LINE
A1 BOUGERE STONE REVETMENT - RM 330.6-R - PLAN
SCALE: 1"=100'
N
100' 200'0
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 0+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 50 1000-50-100-150-200-250-300-350-400
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 1+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 50 1000-50-100-150-200-250-300-350-400
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 2+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 50 1000-50-100-150-200-250-300-350-400
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 3+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 50 1000-50-100-150-200-250-300-350-400
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 4+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 50 1000-50-100-150-200-250-300-350-400
5' CROWN
5' CROWN
5' CROWN
CONTROL LINE
SLOPE = 1V:4H
SLOPE = 1V:4H
SLOPE = 1V:4H
SLOPE = 1V:4H
TIE TO EXISTING GROUND
AT FLAT SLOPE FROM
CENTERLINE
SLOPE = 1V:1.5H
SLOPE = 1V:1.5H
SLOPE = 1V:1.5H
CONTROL LINE
CONTROL LINE
CONTROL LINE
NO WORK
ELEV. 22
ELEV. 22
ELEV. 22
ELEV. 22
2' BENCH
0 LWRP = 19
0 LWRP = 19
0 LWRP = 19
0 LWRP = 19
0 LWRP = 19
D
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N
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B
Y:
D
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C R
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TI
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A
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K D
AT
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IS
SU
E D
AT
E:
SHEET ID
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
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IN
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M M
M M
Y
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BU
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AS-ADVERTISED
C-301
C R
O
SS
S
EC
TI
O
N S
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED DECEMBER 2021.
4. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
5. LWRP IS 19 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
NOTES
LEGEND
"B" STONE
A1 CROSS SECTIONS
SCALE: 1"=40' 40' 80'0
AT
IO
N
EL
EV
AT
IO
N
STATION 5+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 50 1000-50-100-150-200-250-300-350-400
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 6+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 50 1000-50-100-150-200-250-300-350-400
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 7+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 50 1000-50-100-150-200-250-300-350-400
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 8+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 50 1000-50-100-150-200-250-300-350-400
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 9+00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 50 1000-50-100-150-200-250-300-350-400
5' CROWN
5' CROWN
5' CROWN
CONTROL LINE
CONTROL LINE
SLOPE = 1V:4H
SLOPE = 1V:4H
SLOPE = 1V:4H
SLOPE = 1V:4H
SLOPE = 1V:4H
TIE TO EXISTING GROUND
AT FLAT SLOPE FROM
CENTERLINE
TIE TO EXISTING GROUND
AT FLAT SLOPE FROM
CENTERLINE
SLOPE = 1V:1.5H
SLOPE = 1V:1.5H
SLOPE = 1V:1.5H
CONTROL LINE
CONTROL LINE
CONTROL LINE
ELEV. 22
ELEV. 22
ELEV. 22
ELEV. 22
ELEV. 22
2' BENCH
2' BENCH
0 LWRP = 19
0 LWRP = 19
0 LWRP = 19
0 LWRP = 19
0 LWRP = 19
D
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C R
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K D
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IS
SU
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SHEET ID
B
C
D
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
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EN
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IN
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M M
M M
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IP
PI
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, R M
.6 -R
AS-ADVERTISED
C-302
C R
O
SS
S
EC
TI
O
N S
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED DECEMBER 2021.
4. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
5. LWRP IS 19 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
NOTES
LEGEND
"B" STONE
A1 CROSS SECTIONS
AT
IO
N
EL
EV
AT
IO
N
STATION 10+00
-70
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 1000-50-100-150-200-250-300-350-400
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 11+00
-80
-70
-60
-50
-40
-30
-20
-10
-80
-70
-60
-50
-40
-30
-20
-10
0 50 1000-50-100-150-200-250-300-350-400
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 11+10
-90
-80
-70
-60
-50
-40
-30
-20
-10
-90
-80
-70
-60
-50
-40
-30
-20
-10
0 50 1000-50-100-150-200-250-300-350-400
CONTROL LINE
2' BENCH
CONTROL LINE
SLOPE = 1V:4H
SLOPE = 1V:4H
TIE TO EXISTING
GROUND AT FLAT
SLOPE FROM
CENTERLINE
TIE TO EXISTING GROUND
AT FLAT SLOPE FROM
CENTERLINE
NO WORK
ELEV. 22
ELEV. 22
2' BENCH
0 LWRP = 19
0 LWRP = 19
0 LWRP = 19
D
ES
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N
ED
B
Y:
D
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C R
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SI
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D
AT
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IS
SU
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SHEET ID
B
C
D
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
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PS
O F
EN
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IN
EE
R S
M M
M M
Y
YY
Y
VI
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BU
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C
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VI
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BU
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D
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BO
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EN
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M
EN
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PR
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G R
AM
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SI
SS
IP
PI
R
IV
ER
, R M
.6 -R
AS-ADVERTISED
C-303
C R
O
SS
S
EC
TI
O
N S
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED DECEMBER 2021.
4. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
5. LWRP IS 19 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
NOTES
LEGEND
"B" STONE
A1 CROSS SECTIONS
2' RIVERSIDE OF
CENTERLINE
SLOPE = 1V:4H
SLOPE = 1V:1.5H
CONTROL LINE
ELEV. 22
3' LANDSIDE OF
CENTERLINE
EXISTING GROUND
TIE TO EXISTING GROUND
TIE TO EXISTING GROUND
CONTROL LINE
SLOPE = 1V:4H
TIE TO EXISTING GROUND AT FLAT
SLOPE FROM CENTERLINE
ELEV. 22
2' BENCH VARIES
"B" STONE
EXISTING GROUND
TIE TO EXISTING GROUND
D
ES
IG
N
ED
B
Y:
D
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C R
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TI
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A
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K D
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IS
SU
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SHEET ID
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
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PS
O F
EN
G
IN
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R S
M M
M M
Y
YY
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VI
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BU
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AS-ADVERTISED
C-501
TY
PI
C
AL
D
ET
AI
LS
D7 STONE BERM - TYPICAL DETAIL
SCALE: NTS
A7 LONGITUDINAL DIKE - TYPICAL DETAIL
SCALE: NTS
| Sheets and Views |
| Bougere_V-SVVIC - G-001 |
| Sheet 1 |
| 1 G-401 |
| Sheet 1 |
| Bougere_C-SPTEXT - C-101 |
| Sheet 1 |
| Bougere_C-SCCROSS - C-301 |
| Sheet 1 |
| Bougere_C-SCCROSS - C-302 |
| Sheet 1 |
| Bougere_C-SCCROSS - C-303 |
| Sheet 1 |
| Bougere_C-SCCROSS - C-501 |
| Sheet 1 |
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