AM_0001_drawings.pdf
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- W912EE18B0007
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Amendment 0001 Revised Drawings
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| File | Type | Posted |
|---|---|---|
| B01_Official_Abstract_Ouachita_Bank_Stab.pdf | ||
| A22_Amendment_0003_W912EE18B0007.pdf | ||
| A22_Amendment_0002_W912EE18B00070002.pdf | ||
| A22_Amendment_W912EE18B00070001.pdf | ||
| specs.pdf | ||
| 18b0007.pdf | ||
| 385-1-1.pdf |
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5 5
60 60
25 25
303030
35 35
35 35
35 35
404040
555555
606060
70 75
NOTES
"A" STONE
"C" STONE
LEGEND
EXISTING LEVEE TOE
EXISTING LEVEE TOP
EXISTING LEVEE CENTERLINE
SURVEY BASELINE
RIGHT OF WAY
REVETMENT
OF LONGITUDINAL STONEFILL
CENTERLINE OF BREAK IN SLOPE
BUILDINGS AND PIERS.
MINIMUM OF 25 FOOT AWAY FROM PRIVATELY OWNED
ALL CLEARING AND STONE PLACEMENT SHALL BE A 9.
NECESSARY TO CONSTRUCT THE PROJECT.
WILL BE REQUIRED TO ESTABLISH THESE POINTS IF
NOT PHYSICALLY LOCATED IN THE FIELD. CONTRACTOR
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE8.
FOR DETAILED LIMITS OF STONE PLACEMENT.
AND "C" STONE PLACEMENT; SEE SHEETS C-301 -- 331
110) DO NOT ACCURATELY SPECIFY AREA OF "A" STONE
ALL PATTERNS INDICATED ON PLAN MAPS (C-101 -- 103, 7.
SEE SHEET G-003 FOR CONTROL LINE DATA.6.
VERTICAL REFERENCE SYSTEM: NAVD885.
LOUISIANA NORTH, NAD83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
SEE SHEET C-501 THROUGH C-502 FOR TYPICAL DETAILS.2.
ALL UNITS IN U.S. SURVEY FEET.1.
FOR ACCESS
CONSTRUCTION EASEMENT
S T A
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B1 B2
B3 B4
B5
B6
C OF EXISTING LEVEETOE OF EXISTING LEVEE
FLOW
L
L
OUACHITA RIVER
SURVEYED BASELINE
EL.56.832
IR-2819 EL.60.481
NAIL 410
EL.59.843
NAIL 406
EL.60.441
IR 403
EL.60.441
IR 403
STONE FILL REVETMENT
TOE OF LONGITUDINAL
FILL REVETMENT (STA. 0+00)
OF LONGITUDINAL STONE
BEGIN CONSTRUCTION
LONGITUDINAL STONE FILL REVETMENT
C OF BREAK IN SLOPE
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NOTES
"A" STONE
"C" STONE
LEGEND
EXISTING LEVEE TOE
EXISTING LEVEE TOP
EXISTING LEVEE CENTERLINE
SURVEY BASELINE
RIGHT OF WAY
REVETMENT
OF LONGITUDINAL STONEFILL
CENTERLINE OF BREAK IN SLOPE
BUILDINGS AND PIERS.
MINIMUM OF 25 FOOT AWAY FROM PRIVATELY OWNED
ALL CLEARING AND STONE PLACEMENT SHALL BE A 9.
NECESSARY TO CONSTRUCT THE PROJECT.
WILL BE REQUIRED TO ESTABLISH THESE POINTS IF
NOT PHYSICALLY LOCATED IN THE FIELD. CONTRACTOR
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE8.
FOR DETAILED LIMITS OF STONE PLACEMENT.
AND "C" STONE PLACEMENT; SEE SHEETS C-301 -- 331
110) DO NOT ACCURATELY SPECIFY AREA OF "A" STONE
ALL PATTERNS INDICATED ON PLAN MAPS (C-101 -- 103, 7.
SEE SHEET G-003 FOR CONTROL LINE DATA.6.
VERTICAL REFERENCE SYSTEM: NAVD885.
LOUISIANA NORTH, NAD83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
SEE SHEET C-501 THROUGH C-502 FOR TYPICAL DETAILS.2.
ALL UNITS IN U.S. SURVEY FEET.1.
FOR ACCESS
CONSTRUCTION EASEMENT
S T
A
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S T
A
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.7
S T
A
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S T
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S T
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S T
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'2
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S T
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S T
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S T
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A
°2
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S T
A
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S T A
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S T A . 2
4+
8° '4 9.
STA.
2+
6° '3 2.
B7
B8
B9 B10
B11
FLOW
SURVEYED BASELINE
C OF EXISTING LEVEE
TOE OF EXISTING LEVEE
S. GRAND ST.
S. GRAND ST.
L
L
OUACHITA RIVER
EXISTING FLOODWALL
PLANT INLET
EXISTING PUMPING
EL.87.738
IR-MFL-302
EL.92.582
IR-MFL-301
EL.87.023
IR-MFL-300
EL.87.277
IR MFL 201
EL.86.749
IR MFL 200
STONE FILL REVETMENT
C OF LONGITUDINAL
STONE FILL REVETMENT
TOE OF LONGITUDINAL
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B14
FLOW
S. GRAND ST.
S. GRAND ST.
S. GRAND ST.
L
OUACHITA RIVER
EXISTING FLOODWALL
SURVEYED BASELINE
EXISTING CONCRETE BOAT DOCK
EL.74.958
IR MFL 110
EL.76.366
IR MFL 105
EL.75.688
IR MFL 103
STONE FILL REVETMENT
TOE OF LONGITUDINAL
FILL REVETMENT (STA. 64+72)
LONGITUDINAL STONE
END CONSTRUCTION OF
2 FT THICK STONE PAVING
LONGITUDINAL STONE FILL REVETMENT
C OF BREAK IN SLOPE
(TO BE DEMOLISHED)
EXISTING PIER
(TO BE DEMOLISHED)
EXISTING DOLPHINS (TYP.)
NOTES
"A" STONE
"C" STONE
LEGEND
EXISTING LEVEE TOE
EXISTING LEVEE TOP
EXISTING LEVEE CENTERLINE
SURVEY BASELINE
RIGHT OF WAY
REVETMENT
OF LONGITUDINAL STONEFILL
CENTERLINE OF BREAK IN SLOPE
BUILDINGS AND PIERS.
MINIMUM OF 25 FOOT AWAY FROM PRIVATELY OWNED
ALL CLEARING AND STONE PLACEMENT SHALL BE A 9.
NECESSARY TO CONSTRUCT THE PROJECT.
WILL BE REQUIRED TO ESTABLISH THESE POINTS IF
NOT PHYSICALLY LOCATED IN THE FIELD. CONTRACTOR
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE8.
FOR DETAILED LIMITS OF STONE PLACEMENT.
AND "C" STONE PLACEMENT; SEE SHEETS C-301 -- 331
110) DO NOT ACCURATELY SPECIFY AREA OF "A" STONE
ALL PATTERNS INDICATED ON PLAN MAPS (C-101 -- 103, 7.
SEE SHEET G-003 FOR CONTROL LINE DATA.6.
VERTICAL REFERENCE SYSTEM: NAVD885.
LOUISIANA NORTH, NAD83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
SEE SHEET C-501 THROUGH C-502 FOR TYPICAL DETAILS.2.
ALL UNITS IN U.S. SURVEY FEET.1.
FOR ACCESS
CONSTRUCTION EASEMENT
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SCALE: 1" = 100' 100' 200'0
N
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M A
T C
H L
IN
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T A
W E
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R E
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AMENDED AFTER ADVERTISEMENT
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A6
C-502
C B
40 40
55 55
65 65
65 65
75 75
75 75
80 8
EL.79.954
IR MFL 311
EL.78.612
IR MFL 310
(1968) EL.89.011
TBM MON USCG-37V1
EXISTING FLOODWALL
REVETMENT (STA. 0+00)
LONGITUDINAL STONE FILL
BEGIN CONSTRUCTION OF
STONE FILL REVETMENT
TOE OF LONGITUDINAL
REVETMENT (STA. 11+40)
LONGITUDINAL STONE FILL
END CONSTRUCTION OF
STONE FILL REVETMENT
C OF LONGITUDINAL
TO BE LEFT IN PLACE)
(TO BE RELOCATED, PILES
EXISTING FLOATING DOCK
25 FT OF PILES)WITHIN
(NO WORK AND NO ROCK PLACEMENT
EXISTING FOUNDATION PILES (TYP.)
HWY 80 BRIDGE
APPROX. LOCATION OF
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NOTES
"A" STONE
"C" STONE
LEGEND
EXISTING LEVEE TOE
EXISTING LEVEE TOP
EXISTING LEVEE CENTERLINE
SURVEY BASELINE
RIGHT OF WAY
REVETMENT
OF LONGITUDINAL STONEFILL
CENTERLINE OF BREAK IN SLOPE
BUILDINGS AND PIERS.
MINIMUM OF 25 FOOT AWAY FROM PRIVATELY OWNED
ALL CLEARING AND STONE PLACEMENT SHALL BE A 9.
NECESSARY TO CONSTRUCT THE PROJECT.
WILL BE REQUIRED TO ESTABLISH THESE POINTS IF
NOT PHYSICALLY LOCATED IN THE FIELD. CONTRACTOR
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE8.
FOR DETAILED LIMITS OF STONE PLACEMENT.
AND "C" STONE PLACEMENT; SEE SHEETS C-301 -- 331
110) DO NOT ACCURATELY SPECIFY AREA OF "A" STONE
ALL PATTERNS INDICATED ON PLAN MAPS (C-101 -- 103, 7.
SEE SHEET G-003 FOR CONTROL LINE DATA.6.
VERTICAL REFERENCE SYSTEM: NAVD885.
LOUISIANA NORTH, NAD83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
SEE SHEET C-501 THROUGH C-502 FOR TYPICAL DETAILS.2.
ALL UNITS IN U.S. SURVEY FEET.1.
FOR ACCESS
CONSTRUCTION EASEMENT
S T
A
°3
'1
.0
S T
A
°3
'1
.0
S T
A
°3
'1
.0
B1
B2
B3
B4
B5 B6
B7 B8
B9
B10
B11
B12
S T
A
'4
.3
S T
A
'4
.3
S T
A
'3
.1
S T
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'3
.1
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S T
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'3
.3
S T
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S T
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S T
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'3
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L
U S H
W Y
TRENTON ST.
U S H
W Y
TRENTON ST.
OUACHITA RIVER
FLOW
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SCALE: 1" = 50' 50' 100'0
N
OUACHITA RIVER WEST BANK - RIVER MILE 166.6 TO 166.4 - PLAN MAP
R E
V
IS
E D B
Y A
M E
N D
M E
N T
W E
E -1
-B -0
AMENDED AFTER ADVERTISEMENT
/3
/2
D6
C-502
NOTES
"A" STONE
"C" STONE
LEGEND
EXISTING LEVEE TOE
EXISTING LEVEE TOP
EXISTING LEVEE CENTERLINE
SURVEY BASELINE
RIGHT OF WAY
REVETMENT
OF LONGITUDINAL STONEFILL
CENTERLINE OF BREAK IN SLOPE
BUILDINGS AND PIERS.
MINIMUM OF 25 FOOT AWAY FROM PRIVATELY OWNED
ALL CLEARING AND STONE PLACEMENT SHALL BE A 9.
NECESSARY TO CONSTRUCT THE PROJECT.
WILL BE REQUIRED TO ESTABLISH THESE POINTS IF
NOT PHYSICALLY LOCATED IN THE FIELD. CONTRACTOR
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE8.
FOR DETAILED LIMITS OF STONE PLACEMENT.
AND "C" STONE PLACEMENT; SEE SHEETS C-301 -- 331
110) DO NOT ACCURATELY SPECIFY AREA OF "A" STONE
ALL PATTERNS INDICATED ON PLAN MAPS (C-101 -- 103, 7.
SEE SHEET G-003 FOR CONTROL LINE DATA.6.
VERTICAL REFERENCE SYSTEM: NAVD885.
LOUISIANA NORTH, NAD83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
SEE SHEET C-501 THROUGH C-502 FOR TYPICAL DETAILS.2.
ALL UNITS IN U.S. SURVEY FEET.1.
FOR ACCESS
CONSTRUCTION EASEMENT
OUACHITA RIVER
S1 2 T
N
R3 E
APPROX. WATER'S EDGE
R1 R2
R3 R4
R5
R6
FLOW
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:16:25 AM 7/31/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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OUACHITA RIVER LEVEE STABILIZATION - RIVER MILE 161.7 TO 163.2
SCALE: 1" = 100' 100' 200'0
N
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AMENDED AFTER ADVERTISEMENT
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S O
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
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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
E E
R S
NOTES
"A" STONE
"C" STONE
LEGEND
EXISTING LEVEE TOE
EXISTING LEVEE TOP
EXISTING LEVEE CENTERLINE
SURVEY BASELINE
RIGHT OF WAY
REVETMENT
OF LONGITUDINAL STONEFILL
CENTERLINE OF BREAK IN SLOPE
BUILDINGS AND PIERS.
MINIMUM OF 25 FOOT AWAY FROM PRIVATELY OWNED
ALL CLEARING AND STONE PLACEMENT SHALL BE A 9.
NECESSARY TO CONSTRUCT THE PROJECT.
WILL BE REQUIRED TO ESTABLISH THESE POINTS IF
NOT PHYSICALLY LOCATED IN THE FIELD. CONTRACTOR
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE8.
FOR DETAILED LIMITS OF STONE PLACEMENT.
AND "C" STONE PLACEMENT; SEE SHEETS C-301 -- 331
110) DO NOT ACCURATELY SPECIFY AREA OF "A" STONE
ALL PATTERNS INDICATED ON PLAN MAPS (C-101 -- 103, 7.
SEE SHEET G-003 FOR CONTROL LINE DATA.6.
VERTICAL REFERENCE SYSTEM: NAVD885.
LOUISIANA NORTH, NAD83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
SEE SHEET C-501 THROUGH C-502 FOR TYPICAL DETAILS.2.
ALL UNITS IN U.S. SURVEY FEET.1.
FOR ACCESS
CONSTRUCTION EASEMENT
S. GRAND ST.
R7
R8
R9 R10
R11
OF EXISTING FLOODWALL
FOR ENTIRE LENGTH
EDGE OF PAVEMENT
FROM R7 TO EXISTING FLOODWALL
5 FT LANDSIDE OF LEVEE TOE
OUACHITA RIVER
S12 T17N R3E
FLOW
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:16:31 AM 7/31/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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OUACHITA RIVER LEVEE STABILIZATION - RIVER MILE 161.7 TO 163.2
SCALE: 1" = 100' 100' 200'0
N
R
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H T O
F W
A Y M
A P
R E
V
IS
E D B
Y A
M E
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W E
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AMENDED AFTER ADVERTISEMENT
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U E D
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2 3 4 5 6 7 8 9 10
SHEET ID
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U .S
A R
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S13 T17N R3E
S12 T17N R3E
R
S. GRAND ST.
R12
R13
OF EXISTING FLOODWALL
FOR ENTIRE LENGTH
EDGE OF PAVEMENT
R14
APPROX. WATER'S EDGE
OUACHITA RIVER
FLOW
NOTES
"A" STONE
"C" STONE
LEGEND
EXISTING LEVEE TOE
EXISTING LEVEE TOP
EXISTING LEVEE CENTERLINE
SURVEY BASELINE
RIGHT OF WAY
REVETMENT
OF LONGITUDINAL STONEFILL
CENTERLINE OF BREAK IN SLOPE
BUILDINGS AND PIERS.
MINIMUM OF 25 FOOT AWAY FROM PRIVATELY OWNED
ALL CLEARING AND STONE PLACEMENT SHALL BE A 9.
NECESSARY TO CONSTRUCT THE PROJECT.
WILL BE REQUIRED TO ESTABLISH THESE POINTS IF
NOT PHYSICALLY LOCATED IN THE FIELD. CONTRACTOR
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE8.
FOR DETAILED LIMITS OF STONE PLACEMENT.
AND "C" STONE PLACEMENT; SEE SHEETS C-301 -- 331
110) DO NOT ACCURATELY SPECIFY AREA OF "A" STONE
ALL PATTERNS INDICATED ON PLAN MAPS (C-101 -- 103, 7.
SEE SHEET G-003 FOR CONTROL LINE DATA.6.
VERTICAL REFERENCE SYSTEM: NAVD885.
LOUISIANA NORTH, NAD83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
SEE SHEET C-501 THROUGH C-502 FOR TYPICAL DETAILS.2.
ALL UNITS IN U.S. SURVEY FEET.1.
FOR ACCESS
CONSTRUCTION EASEMENT
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:16:38 AM 7/31/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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T A
A1
OUACHITA RIVER LEVEE STABILIZATION - RIVER MILE 161.7 TO 163.2
SCALE: 1" = 100' 100' 200'0
N
R
IG
H T O
F W
A Y M
A P
R E
V
IS
E D B
Y A
M E
N D
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W E
E -1
-B -0
AMENDED AFTER ADVERTISEMENT
/3
/2
C B
APPROX. WATER'S EDGE
APPROX. WATER'S EDGE
30 FT ACCESS 30 FT ACCESS
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B
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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
E E
R S
NOTES
"A" STONE
"C" STONE
LEGEND
EXISTING LEVEE TOE
EXISTING LEVEE TOP
EXISTING LEVEE CENTERLINE
SURVEY BASELINE
RIGHT OF WAY
REVETMENT
OF LONGITUDINAL STONEFILL
CENTERLINE OF BREAK IN SLOPE
BUILDINGS AND PIERS.
MINIMUM OF 25 FOOT AWAY FROM PRIVATELY OWNED
ALL CLEARING AND STONE PLACEMENT SHALL BE A 9.
NECESSARY TO CONSTRUCT THE PROJECT.
WILL BE REQUIRED TO ESTABLISH THESE POINTS IF
NOT PHYSICALLY LOCATED IN THE FIELD. CONTRACTOR
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE8.
FOR DETAILED LIMITS OF STONE PLACEMENT.
AND "C" STONE PLACEMENT; SEE SHEETS C-301 -- 331
110) DO NOT ACCURATELY SPECIFY AREA OF "A" STONE
ALL PATTERNS INDICATED ON PLAN MAPS (C-101 -- 103, 7.
SEE SHEET G-003 FOR CONTROL LINE DATA.6.
VERTICAL REFERENCE SYSTEM: NAVD885.
LOUISIANA NORTH, NAD83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
SEE SHEET C-501 THROUGH C-502 FOR TYPICAL DETAILS.2.
ALL UNITS IN U.S. SURVEY FEET.1.
FOR ACCESS
CONSTRUCTION EASEMENT
OUACHITA RIVER
U S H
IG
H W
A Y
TRENTON ST
R1
R2
R3 R4
R5
R6
R7 R8
R9
R10
R11
R12
R13
R14
R15
R16
R17
R18
R19
FLOW
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:16:42 AM 7/31/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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V
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B U
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T R
IC
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A1
SCALE: 1" = 50' 50' 100'0
N
OUACHITA RIVER WEST BANK - RIVER MILE 166.6 TO 166.4
R
IG
H T O
F W
A Y M
A P
R E
V
IS
E D B
Y A
M E
N D
M E
N T
W E
E -1
-B -0
AMENDED AFTER ADVERTISEMENT
/3
/2
| MFBS_C-101 |
| MFBS_C-102 |
| MFBS_C-103 |
| MFBS_C-110 |
| MFBS_R-101 |
| MFBS_R-102 |
| MFBS_R-103 |
| MFBS_R-110 |
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