Drawings_W912EE22B0004_pgs.22-33.pdf
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- Solicitation number
- W912EE22B0004
About this file
This solicitation is for a firm fixed-price construction contract to conduct PL 84-99 Emergency Bank Stabilization work at 6 sites along the Ouachita River in Ouachita and Caldwell Parishes, Louisiana. The work includes mobilization and demobilization, clearing, grubbing, installing longitudinal stone fill revetments, tiebacks, excavation, backfill, and stormwater pollution prevention measures. The estimated value of the work is between $25 million and $100 million. The solicitation was posted on May 31, 2022, with bids due by June 30, 2022 at 14:30 CST. The issuing agency is the Department of the Army Corps of Engineers Vicksburg District. Plans and specifications are available through SAM.gov. This is an unrestricted procurement conducted under NAICS Code 237990.
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EXISTING GROUND
ST #1
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
EXISTING GROUND
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
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LEGEND
"C" STONE
EXISTING GROUND
STONE FILL REVETMENT SITES 1-6. SEE SHEET C-504.
7. A MINIMUM 3' STONE THICKNESS IS REQUIRED FOR THE LONGITUDINAL
SHEET C-503.
APPROXIMATELY 1V:1.7H TO 1V:3.1H. SEE
6. SLOPE FROM GEOTECH VARIES FROM
5. ALL UNITS ARE U.S. SURVEY FOOT.
DOWNSTREAM.
4. ALL CROSS SECTIONS ARE CUT FACING
THE ADDITIONAL BASELINE.
3. ALL CROSS SECTIONS ARE CUT FROM
SEE SHEET C-501, C-503, AND C-504 FOR TYPICAL SECTIONS.
2. LONGITUDINAL STONE FILL REVETMENT
ELEVATIONS IN NAVD 88 VERTICAL DATUM.1.
NOTES
-10
-20
E L E
V A
T
IO
N N
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 469
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STONE FILL REVETMENT
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BREAK IN SLOPE
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
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"C" STONE
EXISTING GROUND
STONE FILL REVETMENT SITES 1-6. SEE SHEET C-504.
7. A MINIMUM 3' STONE THICKNESS IS REQUIRED FOR THE LONGITUDINAL
SHEET C-503.
APPROXIMATELY 1V:1.7H TO 1V:3.1H. SEE
6. SLOPE FROM GEOTECH VARIES FROM
5. ALL UNITS ARE U.S. SURVEY FOOT.
DOWNSTREAM.
4. ALL CROSS SECTIONS ARE CUT FACING
THE ADDITIONAL BASELINE.
3. ALL CROSS SECTIONS ARE CUT FROM
SEE SHEET C-501, C-503, AND C-504 FOR TYPICAL SECTIONS.
2. LONGITUDINAL STONE FILL REVETMENT
ELEVATIONS IN NAVD 88 VERTICAL DATUM.1.
NOTES
-10
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 469
-10
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 469
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0+64
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STONE FILL REVETMENT
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BREAK IN SLOPE
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
STONE FILL REVETMENT
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"C" STONE
EXISTING GROUND
STONE FILL REVETMENT SITES 1-6. SEE SHEET C-504.
7. A MINIMUM 3' STONE THICKNESS IS REQUIRED FOR THE LONGITUDINAL
SHEET C-503.
APPROXIMATELY 1V:1.7H TO 1V:3.1H. SEE
6. SLOPE FROM GEOTECH VARIES FROM
5. ALL UNITS ARE U.S. SURVEY FOOT.
DOWNSTREAM.
4. ALL CROSS SECTIONS ARE CUT FACING
THE ADDITIONAL BASELINE.
3. ALL CROSS SECTIONS ARE CUT FROM
SEE SHEET C-501, C-503, AND C-504 FOR TYPICAL SECTIONS.
2. LONGITUDINAL STONE FILL REVETMENT
ELEVATIONS IN NAVD 88 VERTICAL DATUM.1.
NOTES
-10
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 469
-10
E L E
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LEGEND
"C" STONE
EXISTING GROUND
STONE FILL REVETMENT SITES 1-6. SEE SHEET C-504.
7. A MINIMUM 3' STONE THICKNESS IS REQUIRED FOR THE LONGITUDINAL
SHEET C-503.
APPROXIMATELY 1V:1.7H TO 1V:3.1H. SEE
6. SLOPE FROM GEOTECH VARIES FROM
5. ALL UNITS ARE U.S. SURVEY FOOT.
DOWNSTREAM.
4. ALL CROSS SECTIONS ARE CUT FACING
THE ADDITIONAL BASELINE.
3. ALL CROSS SECTIONS ARE CUT FROM
SEE SHEET C-501, C-503, AND C-504 FOR TYPICAL SECTIONS.
2. LONGITUDINAL STONE FILL REVETMENT
ELEVATIONS IN NAVD 88 VERTICAL DATUM.1.
NOTES
-10
-20
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V A
T
IO
N N
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 469
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"C" STONE
EXISTING GROUND
STONE FILL REVETMENT SITES 1-6. SEE SHEET C-504.
7. A MINIMUM 3' STONE THICKNESS IS REQUIRED FOR THE LONGITUDINAL
SHEET C-503.
APPROXIMATELY 1V:1.7H TO 1V:3.1H. SEE
6. SLOPE FROM GEOTECH VARIES FROM
5. ALL UNITS ARE U.S. SURVEY FOOT.
DOWNSTREAM.
4. ALL CROSS SECTIONS ARE CUT FACING
THE ADDITIONAL BASELINE.
3. ALL CROSS SECTIONS ARE CUT FROM
SEE SHEET C-501, C-503, AND C-504 FOR TYPICAL SECTIONS.
2. LONGITUDINAL STONE FILL REVETMENT
ELEVATIONS IN NAVD 88 VERTICAL DATUM.1.
NOTES
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 469
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N T
20' 40'0A1
SITE 6 STONE FILL REVETMENT CROSS SECTIONS 19+04 - 23+07
E
E -2
-B -0
EXISTING GROUND
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®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
LEGEND
"C" STONE
EXISTING GROUND
STONE FILL REVETMENT SITES 1-6. SEE SHEET C-504.
7. A MINIMUM 3' STONE THICKNESS IS REQUIRED FOR THE LONGITUDINAL
SHEET C-503.
APPROXIMATELY 1V:1.7H TO 1V:3.1H. SEE
6. SLOPE FROM GEOTECH VARIES FROM
5. ALL UNITS ARE U.S. SURVEY FOOT.
DOWNSTREAM.
4. ALL CROSS SECTIONS ARE CUT FACING
THE ADDITIONAL BASELINE.
3. ALL CROSS SECTIONS ARE CUT FROM
SEE SHEET C-501, C-503, AND C-504 FOR TYPICAL SECTIONS.
2. LONGITUDINAL STONE FILL REVETMENT
ELEVATIONS IN NAVD 88 VERTICAL DATUM.1.
NOTES
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 469
-10
-20
E L E
V A
T
IO
N N
A V
D
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 469
-10
-20
E L E
V A
T
IO
N N
A V
D
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 469
-10
-20
E L E
V A
T
IO
N N
A V
D
E L
O F F
E
L
O F F
E L
O F F
E L
O F F
E
L
O F F
E L
O F F
E L
O F F
E L
O F F
E L
O F F
29+20
27+16
25+11
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S
C-320
.B
R O
W N
L .B
R O
W N
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
C R
O S
S S
E C
T
IO
N S
S
IT
E
D .W
A L L
A C
E P .E
D
H E
R R P .E
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
-1
S
IT
E S -6
P .L -9
E
M E
R G
E N
C Y B
A N
K S
T A
B
IL
IZ
A T
IO
N
O U
A C
H
IT
A R
IV
E R B
A S
IN
O U
A C
H
IT
A C
A L
D W
E L L P
A R
IS
H E
S
S T
A
S
T O
N E F
IL
L R
E V
E T
M E
N T
20' 40'0A1
SITE 6 STONE FILL REVETMENT CROSS SECTIONS 25+11 - 29+20
E
E -2
-B -0
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
STONE FILL REVETMENT
OF LONGITUDINAL
BREAK IN SLOPE
ST #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
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®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
LEGEND
"C" STONE
EXISTING GROUND
STONE FILL REVETMENT SITES 1-6. SEE SHEET C-504.
7. A MINIMUM 3' STONE THICKNESS IS REQUIRED FOR THE LONGITUDINAL
SHEET C-503.
APPROXIMATELY 1V:1.7H TO 1V:3.1H. SEE
6. SLOPE FROM GEOTECH VARIES FROM
5. ALL UNITS ARE U.S. SURVEY FOOT.
DOWNSTREAM.
4. ALL CROSS SECTIONS ARE CUT FACING
THE ADDITIONAL BASELINE.
3. ALL CROSS SECTIONS ARE CUT FROM
SEE SHEET C-501, C-503, AND C-504 FOR TYPICAL SECTIONS.
2. LONGITUDINAL STONE FILL REVETMENT
ELEVATIONS IN NAVD 88 VERTICAL DATUM.1.
NOTES
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 469
-10
-20
E L E
V A
T
IO
N N
A V
D
-10
-20
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 469
-10
-20
E L E
V A
T
IO
N N
A V
D
E L
O F F
E L
E L
O F F
6 O
F F
E L
O F F
E L
O F F
8 E
L
O F F
33+22
31+20
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:53:31 AM 3/24/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Bank Stab Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/ORL
S
C-321
.B
R O
W N
L .B
R O
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V
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K S
B U
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M
IS
S
IS
S
IP
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B U
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IS
T R
IC
T
C R
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S S
E C
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IO
N S
S
IT
E
D .W
A L L
A C
E P .E
D
H E
R R P .E
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
-1
S
IT
E S -6
P .L -9
E
M E
R G
E N
C Y B
A N
K S
T A
B
IL
IZ
A T
IO
N
O U
A C
H
IT
A R
IV
E R B
A S
IN
O U
A C
H
IT
A C
A L
D W
E L L P
A R
IS
H E
S
S T
A
S
T O
N E F
IL
L R
E V
E T
M E
N T
20' 40'0A1
SITE 6 STONE FILL REVETMENT CROSS SECTIONS 31+20 - 33+22
E
E -2
-B -0
1V:1H
CONTROL
EROSION
CONTROL
EROSION
NATURAL REPOSE
SLOPE OF
2' MIN
EROSION CONTROL
13'
5'
VARIABLE
3'
BACKFILL
1V:1H
DIKE SECTION
EXCAVATE FOR
1V:1.5H
LOW WATER
APPROX.
STREAMBED
NATURAL REPOSE
SLOPE OF
TOP BANK
1V:1.5H
GROUND
EXISTING
BACKFILL
1V:1H
DIKE SECTION
EXCAVATE FOR
REPOSE)
SLOPE OF NATURAL
(FLATTER THAN
SLOPE VARIES
STREAMBED
TOP BANK
VARIES
CHANNEL BOTTOM
EXISTING DITCH
EXISTING TOP BANK
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
EXISTING DITCH GRADE
STREAMBED
DITCH
EXISTING
1V:2H1V:2H
GROUND
EXISTING
CHANNEL BOTTOM
EXISTING DITCH
STRUC. AZ. LINE
BACKFILL
REPOSE
NATURAL
SLOPE OF
STRUC. AZ. LINE
NATURAL REPOSE
SLOPE OF
GROUND
EXISTING
STRUC. AZ. LINE
NATURAL REPOSE
SLOPE OF
GROUND
EXISTING
GROUND
EXISTING
1V:1H
15 FT.
(CROWN WIDTH VARIES)
TRANSITION OF DIKE
(CROWN WIDTH VARIES)
TRANSITION OF DIKE
15 FT.
VARIES
REPOSE
NATURAL
SLOPE OF
V A
R
IE
S
REVETMENT
STONE FILL
LONGITUDINAL
FILL REVETMENT
LONGITUDINAL STONE
REVETMENT
STONE FILL
LONGITUDINAL
STONE FILL REVETMENT
LONGITUDINAL
STONE FILL REVETMENT
LONGITUDINAL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:53:37 AM 3/24/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Bank Stab Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/ORL
S
C-501
.B
R O
W N
L .B
R O
W N
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
T Y
P
IC
A L D
E T
A
IL
S
B A
N K S
T A
B
IL
IZ
A T
IO
N
STREAMBED
E E
NOTE: WILLOWS NOT SHOWN
PLAN
4' MIN
SECTION D-D
SECTION E-E
TYPICAL OUTLET DITCH
NO SCALE
SECTION A-A
SECTION B-B
SECTION C-C
TYPICAL SECTIONS FOR STONE TIEBACK AND TRANSVERSE STONE DIKE
VARIES
PROFILE
A
B
C
A
B
C
A
A
PROFILE
NO SCALE
IS AS SHOWN ON INDIVIDUAL PROFILE.
HEIGHT OF DIKE AND/OR TIEBACK
NOTE:
D
D
4'
VARIABLE
VARIABLE
4' MIN.
4' MIN.
NO SCALE
FOR TRANSVERSE STONE DIKE
TYPICAL STONE TIEBACK
TOP BANK
EXISTING
PROFILE AND SECTION.
OF OUTLET DITCHES WILL VARY TO GENERALLY CONFORM TO EXISTING GULLY
VARYING SIZES ENTER THE STREAM CHANNEL, PROFILE AND BOTTOM WIDTH
OUTLET DITCHES WILL GENERALLY BE LOCATED WHERE EXISTING GULLIES OF
NOTE:
B
B
C
C
SLOPE OF NATURAL REPOSE
STONE TIEBACK ON EXISTING BANK SLOPE IS STEEPER THAN
SLOPE OF NATURAL REPOSE
STONE TIEBACK ON EXISTING BANK SLOPE IS FLATTER THAN
3 ' MIN
D .W
A L L
A C
E P .E
D
H E
R R P .E
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
-1
S
IT
E S -6
P .L -9
E
M E
R G
E N
C Y B
A N
K S
T A
B
IL
IZ
A T
IO
N
O U
A C
H
IT
A R
IV
E R B
A S
IN
O U
A C
H
IT
A C
A L
D W
E L L P
A R
IS
H E
S
3. ALL STONE IS "C" STONE
DITCHES AS SPECIFIED ON DRAWINGS.
2. LONGITUDINAL STONE FILL REVETMENT TO BE WRAPPED UP INTO EXISTING
1. SLOPE OF NATURAL REPOSE OF STONE MAY VARY.
GENERAL NOTES:
E
E -2
-B -0
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®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
COARSE AGGREGATE
50' MIN. LENGTH
AS REQ'D
WIDTH
6" MIN. DEPTH
HARD
SURFACE
PUBLI
C
ROAD
F L
O W
A
SCALE: NONE
STEEL OR WOOD POST
4"
A
PLAN
FLOW
1. EXCAVATE THE TRENCH.
FLOW
FLOW
FLOW
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
POINTS A SHOULD BE HIGHER THAN POINT B
B
WIDTH
BALE
2. PLACE BALES TIGHTLY TOGETHER AND STAKE.
STRAW BALE DETAILS
6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.
10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -
IF WIRE MESH SUPPORT IS NOT USED.
EXTRA STRENGTH FILTER FABRIC REQUIRED
(FILLED BY WEDGING WITH STRAW).
3. GAPS BETWEEN BALES SHALL BE CHINKED
SECTION
PLAN
SCALE: NONE
CONSTRUCTION OF A STRAW BALE BARRIER
SCALE: NONE
CONSTRUCTION ENTRANCE & EXIT DETAILS
SILT SCREEN FENCE DETAILS
SCALE: NONE
SILT SCREEN FENCE IN DRAINAGE
ELEVATION
STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS
CONTRACTING OFFICER.
ARE NOT DEFINED ON THE PLANS AND SHALL BE COORDINATED WITH THE LANDOWNER AND THE
OFFICER AND LDEQ. APPROVED DISCHARGE LOCATIONS
ACCORDING TO ALTERNATIVE BMP PRACTICES APPROVED BY THE CONTRACTING
UNAVAILABLE FOR UNWATERING, UNWATERING SHALL BE ADMINISTERED
9. IN THE EVENT THAT ADJACENT RECEIVING WATER BODIES ARE
LANDSIDE TOE OF THE LEVEE.
OF LOCATIONS WHERE CLEARING AND GRUBBING IS TO OCCUR ON THE
EROSION CONTROL BMP MEASURES TO MITIGATE THE DISTURBANCE
8. THE CONTRACTOR SHALL EMPLOY THE USE OF ADDITIONAL
PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.
PROTECTION AND SECTION 01 57 23.00 09 STORM WATER POLLUTION
AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL
AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS,
MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE
DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION
OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO
ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK
TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT
CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED
THE CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL
7. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN
EXISTING SOIL STABILITY.
BE UTILIZED AT ANY POINT IN WHICH IMMEDIATE ACTION IS NEEDED TO MAINTAIN
OR BOTTOM) AS TO INHIBIT EROSION. ADDITIONAL EROSION MEASURES SHALL
THE WATER'S EDGE OF THE RECEIVING BODY BELOW THE SURFACE (5' MINIMUM
DISCHARGE SHALL EXTEND AT A MINIMUM OF 20-FEET PERPENDICULAR FROM
PUMP WATER FROM THE SURFACE OF THE WORK AREA, AND POINTS OF
NECESSARY TO APPROVED DISCHARGE LOCATIONS. INLET LINES SHALL ONLY
USED TO PUMP ALL EXCESS WATER FROM THE WORK AREA AS DEEMED
6. OVERBANK PUMPING IS PROHIBITED. ENCLOSED CONDUITS SHALL BE
PEAK STONE TOE DIKE CENTERLINE STATIONING.
EXISTING LEVEE BASELINE STATIONING AND THE PROPOSED LONGITUDINAL
5. THE LEVEE STATIONING SHOWN ON THE SITE PLAN REFERS TO THE
10 FOOT OFFSET INSIDE THE WORK AREA RIGHT OF WAY AS SHOWN.
4. CONTRACTOR SHALL BEGIN EXCAVATION OPERATIONS AT A MINIMUM
RUNOFF
STORAGE HEIGHT.
9" (MAX. RECOMMENDED)
(M
IN
(M
IN
AND BACKFILL WITH COMPACTED MATERIAL.
EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,
4" x 4" TRENCH
(5' MIN. LENGTH)
STEEL OR WOOD POST
MAX. ABOVE GROUND)
(SILT FENCE 16" MIN. ABOVE GROUND AND 34"
ATTACH SECURELY TO UPSTREAM SIDE OF POST.
FILTER FABRIC
MAXIMIZE PONDING EFFICIENCY.
3. SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE CONTOURS TO
NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL
SEDIMENT WHEN NECESSARY.
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:53:44 AM 3/24/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Bank Stab Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/ORL
S
C-502
.B
R O
W N
L .B
R O
W N
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
S T
O R
M W
A T
E R P
O L L
U T
IO
N
P R
E V
E N
T
IO
N P
L A
N T
Y P
IC
A L D
E T
A
IL
S D .W
A L L
A C
E P .E
D
H E
R R P .E
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
-1
S
IT
E S -6
P .L -9
E
M E
R G
E N
C Y B
A N
K S
T A
B
IL
IZ
A T
IO
N
O U
A C
H
IT
A R
IV
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A S
IN
O U
A C
H
IT
A C
A L
D W
E L L P
A R
IS
H E
E
E -2
-B -0
TOP OF EXISTING BANK
EXISTING GROUND
ELEV. VARIES
TOP OF "C" STONE
(SEE NOTE)
VARIES
1V:2.5H
ELEV. VARIES
TOP OF "C" STONE
(SEE NOTE)
VARIES
1V:1.7H
(SEE NOTE)
VARIES
1V:2.4H
EXISTING GROUND
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:53:50 AM 3/24/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Bank Stab Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/ORL
S
C-503
.B
R O
W N
L .B
R O
W N
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
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K S
B U
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IS
T R
IC
T
T Y
P
IC
A L D
E T
A
IL
S
B A
N K S
T A
B
IL
IZ
A T
IO
N
NO SCALE
D .W
A L L
A C
E P .E
D
H E
R R P .E
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
-1
S
IT
E S -6
P .L -9
E
M E
R G
E N
C Y B
A N
K S
T A
B
IL
IZ
A T
IO
N
O U
A C
H
IT
A R
IV
E R B
A S
IN
O U
A C
H
IT
A C
A L
D W
E L L P
A R
IS
H E
S
SITE 5 1V:2.4H, SITE 6 1V:1.7H AND 1V:2.4H
SITE 3 1V: 2.4H, SITE 4 1V:2.2H,
NOTE: SITE 1 1V:2.5H, SITE 2 1V:2.4H,
FILL REVETMENT CROSS SECTION
TYPICAL LONGITUDINAL STONE
3. ALL STONE IS "C" STONE
DITCHES.
2. LONGITUDINAL STONE FILL REVETMENT TO BE WRAPPED UP INTO EXISTING
1. SLOPE FROM GEOTECH OF STONE MAY VARY
GENERAL NOTES:
AS ADVERTISE
W E
E -2
-B -0
ELEV. VARIES
TOP OF "C" STONE
A MINIMUM 3' STONE THICKNESS (SEE NOTE)
S O
L
IC
IT
A T
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N N
O
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S
IG
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D B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:53:57 AM 3/24/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Bank Stab Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/ORL
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C-504
.B
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NO SCALE
D .W
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D
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R
IV
E R S
T A
B
IL
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A T
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N S
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-1
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IT
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P .L -9
E
M E
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C Y B
A N
K S
T A
B
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A C
H
IT
A R
IV
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A S
IN
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A C
H
IT
A C
A L
D W
E L L P
A R
IS
H E
S
FILL REVETMENT CROSS SECTION
TYPICAL LONGITUDINAL STONE
4. ALL STONE IS "C" STONE
DITCHES.
3. LONGITUDINAL STONE FILL REVETMENT TO BE WRAPPED UP INTO EXISTING
2. SLOPE FROM GEOTECH OF STONE MAY VARY (SEE C-503)
1. A MINIMUM 3' STONE THICKNESS IS REQUIRED FOR THE LONGITUDINAL STONE FILL REVETMENT SITES 1-6
GENERAL NOTES:
AS ADVERTISE
W E
E -2
-B -0
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
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S U
B M
IT
T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®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
C-101 - C-106
FILL REVETMENTS ARE ON SHEETS
SITES 1-6 SURVEY BASELINES AND STONE3.
LOUISIANA NORTH (FT.US).
HORIZONTAL DATUM IS NAD 83 (HARN) /2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:54:04 AM 3/24/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Bank Stab Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/ORL
S
C
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A C
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A S
IN
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A C
H
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A C
A L
D W
E L L P
A R
IS
H E
E
E -2
-B -0
| ORL REHAB_G-001 |
| ORL REHAB_C-101 |
| ORL REHAB_C-102 |
| ORL REHAB_C-103 |
| ORL REHAB_C-104 |
| ORL REHAB_C-105 |
| ORL REHAB_C-106 |
| ORL REHAB-C-301 |
| ORL REHAB-C-302 |
| ORL REHAB-C-303 |
| ORL REHAB-C-304 |
| ORL REHAB-C-305 |
| ORL REHAB-C-306 |
| ORL REHAB-C-307 |
| ORL REHAB-C-308 |
| ORL REHAB-C-309 |
| ORL REHAB-C-310 |
| ORL REHAB-C-311 |
| ORL REHAB-C-312 |
| ORL REHAB-C-313 |
| ORL REHAB-C-314 |
| ORL REHAB-C-315 |
| ORL REHAB-C-316 |
| ORL REHAB-C-317 |
| ORL REHAB-C-318 |
| ORL REHAB-C-319 |
| ORL REHAB-C-320 |
| ORL REHAB-C-321 |
| ORL REHAB-C-501 |
| ORL REHAB-C-502 |
| ORL REHAB-C-503 |
| ORL REHAB-C-504 |
| ORL REHAB-C-601 |
| ORL ROW Site 1 |
| ORL ROW Site 2 |
| ORL ROW Site 3 |
| ORL ROW Site 4 |
| ORL ROW Site 5 |
| ORL ROW Site 6 |
| ORL ROW CONTROL LINE DATA |
| ORL REHAB-X-201 |
| ORL REHAB-X-202 |
| ORL REHAB-X-203 |
File details come from the government source that posted it. Updated .