W912P824B0035-Advertised Plans_24 July 2024_Set 1 of 2.pdf
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- Attached to
- West Jefferson Levee District, Harvey Lock Forebay Floodwall, Jefferson Parish, Louisiana
- Solicitation number
- W912P824B0035
About this file
This document appears to be the Advertised Plans for Solicitation W912P824B0035, which is a federal contract opportunity for the West Jefferson Levee District, Harvey Lock Forebay Floodwall project in Jefferson Parish, Louisiana.
The solicitation is set aside for 100% HUBZone small businesses and is expected to be issued as an Invitation for Bid (IFB) with a NAICS code of 237990. The contract will be a single Firm Fixed Price (FFP) award. The work involves raising the current elevation of the levee by an average of 3 feet using a pile-founded concrete T-wall. Additional work includes clearing, grading, excavation, backfill, placement of steel sheet pile and pipe pile, concrete slope pavement, asphaltic pavement, fencing, and other related tasks. The estimated construction cost range is $1,000,000 to $5,000,000. Bids are due by 10:00 AM local time on August 23, 2024, with a bid opening at 1:00 PM the same day. The contracting agency is the U.S. Army Corps of Engineers, New Orleans District.
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HARVEY, LOUISIANA
HARVEY LOCK FOREBAY FLOODWALL
WEST JEFFERSON LEVEE DISTRICT
JEFFERSON PARISH, LOUISIANA
A R K A N S A S
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G U L F 0 F
VICINITY MAP
40 40
SCALE OF MILES
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
120 160 200
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W912P8-24-B-0035
WXXXXX-XX-X-XXX
JULY 2024
10 11 12 13 14 15
Tl-113 P'fi:OJECT WAS DE:SIONEO 8Y THE NEW OR.LEANS
1 DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
1 SlGNAiUR.!;S ANO R_EGJSTR.ATtoN DESIGNATIONS OF
INDIVIDUl\l.6 APPEAR ON THESE PROJECT DOCUMENTS
WITHIN THE SCOPE OF THEIR EMPLOYMENT AS
REQUIRED BY ER 1110-1-8152. SIGNATURES INDICATE
OFFICIAi. RECOOMENMTION OF ALL DRAWINGS JN nus SET.
16 17 18 19 20
APPROVAL RECOMMENDED BY:
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1.
2.
CONCRETE NOTES:
4.
5.
6.
7.
8.
9.
10.
11.
12.
14.
THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:15.
16.
17.
18.
USE THE BASIC TABLE IF ALL OF THE FOLLOWING CONDITIONS ARE MET:
13.
BASIC TABLE ALTERNATE TABLE
BAR SIZE
MINIMUM EMBEDMENT
LENGTH, INCHES
TOP OTHER TOP OTHER TOP OTHER OTHERTOP
18 14
25 19
31 24
37 28
54 42
62 47
69 53
77 59
85 65
24 18
32 25
40 31
48 37
70 54
80 62
90 69
110 85
12 12
15 12
18 14
22 17
32 25
37 28
42 32
46 36
51 39
14 12
19 15
24 18
29 22
42 32
48 37
54 42
60 46
66 51
REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 4000 PSI
B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE
MUST BE AT LEAST 2 BAR DIAMETERS.
A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS.
A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 3 BAR DIAMETERS.
B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE
MUST BE AT LEAST 2.5 BAR DIAMETERS.
SPACING
REINFORCEMENT
SECONDARY
REINFORCEMENT
PRIMARY
FACE OF CONCRETE
N.T.S.
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REINFORCEMENT CLEARANCE DETAIL
2.
3.
4.
5.
6.
GENERAL NOTES:
1.
STEEL NOTES:
2.
3.
4.
1.
IN THE FIELD.
SCALED. N.T.S. IS SHOWN ONLY WHERE DRAWING IS OBVIOUSLY
OUT OF SCALE.
IN THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL ESTABLISH B/L,
THE BENCH MARKS AND BASELINES ARE PROVIDED BY THE GOVERNMENT
7.
SHOWN TO SCALE.
DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE
DIMENSIONS AND/OR ELEVATIONS MARKED THUS (N.T.S.) ARE NOT
APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS
DIMENSIONS AND/OR ELEVATIONS MARKED THUS (*) ARE
ROADWAYS CLEAN DURING CONSTRUCTION.
KEEP ALL STATE AND FEDERAL HIGHWAYS AND PUBLIC/PRIVATE
8.
LIMITS EACH WEEK AND PRIOR TO END OF CONTRACT.
CONTRACTOR SHALL CLEAN AND REMOVE ALL TRASH IN PROJECT
ALL EDGES OF THE CONTACT, UNLESS OTHERWISE NOTED.
CONTACTS SHALL BE SEALED WATERTIGHT BY RUNNING A CONTINUOUS FILLET WELD ALONG
TO PREVENT CORROSION BY MOISTURE BETWEEN STEEL SURFACES IN CONTACT, ALL SUCH
SHOWN ON THE SHOP DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL.
INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED INFORMATION SHALL BE
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND
BE MADE FOR MACHINING.
DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS; ALLOWANCES MUST
SEE SPECIFICATIONS.
ITEMS MARKED C.R.S. SHALL BE CORROSION RESISTANT STEEL (STAINLESS STEEL),
UNLESS OTHERWISE NOTED.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ( f'c ) OF 4000 PSI AT 28 DAYS, 2500 PSI AT 28 DAYS.
STABILIZATION SLAB CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ( f'c ) OF
REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI.
SHALL BE APPROVED BY THE CONTRACTING OFFICER.
INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL CONSTRUCTION JOINT LOCATIONS
SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE
CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS. WHERE NOT
CORNERS, AND VERTICAL EXPANSION JOINTS.
UNLESS OTHERWISE NOTED, PROVIDE 3/4" CHAMFER AT ALL EXPOSED JOINTS, EDGES, EXTERNAL
DIAMETER OF THE BAR.
THE COVER FOR SECONDARY REINFORCEMENT MAY BE REDUCED FROM THE ABOVE BY THE
ALL PRIMARY REINFORCEMENT SHALL HAVE A MINIMUM COVER OF 4" UNLESS OTHERWISE NOTED.
WITH SP-066(04), AMERICAN CONCRETE INSTITUTE DETAILING MANUAL - 2004.
ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN ACCORDANCE
CONCRETE REINFORCING STEEL INSTITUTE.
REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE
REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.
OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING OFFICER.
REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND
EXPENSE.
THAN ANY ADDITIONAL SPLICES REQUIRED BY THE CONTRACTING OFFICER, WILL BE AT THE CONTRACTOR'S
BY THE CONTRACTING OFFICER. SPLICES OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER
TO THOSE INDICATED IN THE DRAWINGS, WHERE ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL
THE SMALLER BAR BEING LAPPED. THE CONTRACTOR WILL BE ALLOWED TO MAKE SPLICES IN ADDITION
LENGTHS WHERE LENGTHS ARE NOT OTHERWISE INDICATED. SPLICE LENGTHS SHALL BE BASED ON
THE EMBEDMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND EMBEDMENT
COVERED BY BACKFILL SHALL BE CLASS ''D'' FINISH, UNLESS OTHERWISE NOTED.
ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL BE CLASS ''A'' FINISH AND SURFACES
APPROPRIATE GUIDANCE.
TO CENTER BAR SPACING LATERALLY IS LESS THAN 3 DIAMETERS, SEE ACI 318 FOR
IF CONCRETE COVER OR EDGE DISTANCE IS LESS THAN 1 BAR DIAMETERS OR THE CENTER
OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES
TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH
BARS. IF EPOXY COATED BARS ARE USED, SEE ACI 318 FOR ADDITIONAL CONSIDERATIONS.
THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINFORCING
MINIMUM LAP LENGTH
INCHES
MINIMUM LAP LENGTH
INCHES
MINIMUM EMBEDMENT
LENGTH, INCHES
ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2009.55).
OF 1983, SOUTH ZONE.
NORTH OF THE LOUISIANA STATE PLANE COORDINATE SYSTEM
AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM GRID
HORIZONTAL CONTROL, AND C/L IN THE FIELD PER THE REQUIREMENTS
OF SECTION 00700 CONTRACT CLAUSE INSERTS, CONTRACT CLAUSE
ENTITLED "LAYOUT OF WORK (FAR 52.236-17).
3.
3000 PSI AT 28 DAYS.
CONCRETE SLOPE PAVEMENT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ( f'c ) OF
9. HORIZONTAL COORDINATES ARE IN U.S. SURVEY FEET.
11. DESIGN FLOWLINE OF THE LOWER MISSISSIPPI RIVER IS EL. 18.6.
CONCRETE OR ASPHALT SHALL BE REPAIRED TO AS NEW CONDITIONS.
EXISTED PRIOR TO INITIATION OF THE PROJECT. ANY DISTURBED OR DAMAGED
DISTURBED AREAS, ACCESS ROADS AND STAGING AREAS TO THE CONDITION THAT
10. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL RETURN ALL
MAINTENANCE OF TRAFFIC
FOR ALL PILE DRIVING.
12. PILE DRIVING PHASE - TWO-WAY LANE FULL CLOSURE SHALL LAST A MAXIMUM OF 30 DAYS
11. CONTRACTOR SHALL GIVE A MIN. 7 DAY NOTICE ON ANY ROAD CLOSURE NOTICES.
10. ALL LANES SHALL BE MINIMUM OF 10 FEET WIDE TO THE NEAR FACE OF THE CHANNELING.
LEAST AMOUNT OF INTERFERENCE WITH TRAFFIC IN THE VICINITY OF THE PROJECT.
9. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO CAUSE THE
CONSTRUCTION ZONE REQUIRE THEM.
8. FLAGMEN SHALL BE USED TO DIRECT VEHICLES WHENEVER THE CONDITIONS IN THE
ASPHALT PAVING OR CONCRETE.
DIRECTING THEM TO THE OPEN POINTS OF ACCESS. ALL TEMPORARY WALKWAYS SHALL BE
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEMPORARY SIGNAGE FOR PEDESTIRANS
TO BUSINESSES WITHIN AND AROUND THE CONSTRUCTION ACCESS AT ALL TIMES DURING
7. THE CONTRACTOR SHALL PROVIDE UNIMPEDED SAFE ACCESS FOR PEDESTRIANS AND OWNERS
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) GUIDE LINES.
6. ALL TRAFFIC CONTROL DETAILS ARE BASED ON JEFFERSON PARISH AND THE MANUAL ON
AND DISPOSING OF ALL MATERIAL TO AN OFF-SITE LOCATION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING THE TRAFFIC CONTROL SIGNS
CONTRACTING OFFICER.
BARRICADES, THROUGHOUT THE DURATION OF THE CONTRACT AS APPROVED BY
4. THE CONTRACTOR SHALL MAINTAIN THE TRAFFIC CONTROL LANES INCLUDING SIGNS AND
ETC. TO THE CONTRACTING OFFICER 30 DAYS PRIOR TO CONSTRUCTION FOR APPROVAL.
3. THE CONTRACTOR SHALL SUBMIT ALL NECESSARY CONSTRUCTION DRAWINGS, SCHEDULES,
SHOWN ON THE PLANS.
2. THE CONTRACTOR SHALL INSTALL THE TRAFFIC CONTROL MEASURES AT THE LOCATION(S)
RECOMMENDATION FROM JEFFERSON PARISH AND LADOTD.
1. THE CONTRACTING OFFICER SHALL APPROVE ALL TRAFFIC CONTROL PLANS, WITH
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A 3676391.96
PT. X
CONSTRUCTION EASEMENT
Y
514827.46
3676320.98 515056.74B
C
D 3676326.55 515196.87
515131.203676250.74
E 3676400.49 515102.91
3676491.61 514858.31F
L1 UTILITY/LIGHT POLE
ITEM NO. DESCRIPTION
DISPOSITION TABLE
3676391.99
APPROXIMATE X
514876.68
3676331.75 515074.03
OWNER DISPOSITION
L2 UTILITY/LIGHT POLE
ENTERGY
ENTERGY
CONSTRUCTION
OWNER DURING
TO BE RELOCATED BY
3676263.04 515161.17PP POWER POLE ENTERGY
APPROXIMATE Y
CONSTRUCTION
OWNER DURING
TO BE RELOCATED BY
DO NOT DISTURB
0.75 ACRES
1 3676590.99 514248.45
2 3676612.20 514254.81
3676608.83 514266.083
4 514259.723676587.61
PT. X Y
0.006 ACRES
1 3676623.63
PT. X
STAGING AREA
Y
514314.89
3676593.37 514304.452
4 3676651.06 514229.15
514218.713676620.81
APPROXIMATELY 0.07 ACRE
EASEMENT FOR ACCESS
TEMPORARY WORK AREA
FROM BASELINE
WALL LINE OFFSET
888+74.42
BASE LINE STATION
6.70'
888+76.02 6.61'
889+00.00 5.76'
6.01'888+95.00
889+13.18 5.02'
889+26.69 6.25'
889+63.18 5.68'
5.87'889+50.00
889+93.18 5.23'
890+00.00 5.14'
4.66'890+31.20
4.36'890+50.00
4.19'890+63.20
3.69'891+00.00
3.59'891+03.20
3.0'891+43.20
WALL LINE OFFSET
888+78.51
889+25.11
891+43.37
STATION NORTHING EASTING AZIMUTH DISTANCE
45.11'
218.07'
S38°27'30.04"E
S19°52'26.07"E
515131.13
515093.14
514887.02 3676418.07
3676347.02
3676319.88
LEVEE BASELINE COORDINATE TABLE
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K
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M
N
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S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
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D R
A W
N B
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D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
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A
T
IO
N N
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IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
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.S A
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Y C
O R
P S
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G
IN
E E
R S
R E
A D
Y F
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A D
V E
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IS
E
M E
N T
W E
S T
J E
F F
E R
S O
N L
E V
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D
IS
T R
IC
T
H A
R V
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L O
C K
F O
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B A
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L O
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W A
L L
F
IL
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A M
E
F
IL
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U M
B E
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Z X
X X
X X
X X
X X
X X
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B
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N E
A N
S I
D
ID
A
B E
T A
N C
E S
-T O
R R
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D J M
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B
G A
A
C R
A
IG
W A
U G
A M
A N
P
.E .H
-4 -4
J E
F F
E R
S O
N P
A R
IS
H
L
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IS
IA
N A
B O
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IN
G W
-9 .3
-U
C L
B-004
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B -0
.d
B
C
D
E
F
G
H
J
K
L
M
N
P
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B M
IT
T
E D
B Y
C H
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K E
D B
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D R
A W
N B
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D E
S
IG
N E
D B
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A
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IO
N N
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IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
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IC
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.S A
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Y C
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P S
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G
IN
E E
R S
R E
A D
Y F
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A D
V E
R T
IS
E
M E
N T
W E
S T
J E
F F
E R
S O
N L
E V
E E
D
IS
T R
IC
T
H A
R V
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L O
C K
F O
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B A
Y F
L O
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W A
L L
F
IL
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A M
E
F
IL
E N
U M
B E
R
Z X
X X
X X
X X
X X
X X
W P
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J U
N E
A N
S I
D
ID
A
B E
T A
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B
G A
A
C R
A
IG
W A
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A M
A N
P
.E .H
-4 -4
J E
F F
E R
S O
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H
L
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IA
N A
B O
R
IN
G W
-9 .2
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L
B-005
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B -0
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B
C
D
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F
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IC
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A
T
IO
N N
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IS
S
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D A
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S I Z
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M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
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T
R
IC
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R M
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P S
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IN
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A D
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A D
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E
M E
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W E
S T
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F F
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S O
N L
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D
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T R
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H A
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L O
C K
F O
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B A
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L O
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W A
L L
F
IL
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A M
E
F
IL
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B E
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Z X
X X
X X
X X
X X
X X
W P
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N E
A N
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ID
A
B E
T A
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B
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A
C R
A
IG
W A
U G
A M
A N
P
.E .H
-4 -4
J E
F F
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S O
N P
A R
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H
L
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IS
IA
N A
B O
R
IN
G W
-9 .1
-U
L T
B-006
H
B -0
.d
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
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D B
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C O
N T
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N O
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A
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IO
N N
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IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
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T
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R M
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P S
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IN
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R S
R E
A D
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A D
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M E
N T
W E
S T
J E
F F
E R
S O
N L
E V
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D
IS
T R
IC
T
H A
R V
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L O
C K
F O
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B A
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L O
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W A
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F
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A M
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F
IL
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U M
B E
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Z X
X X
X X
X X
X X
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W P
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N E
A N
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ID
A
B E
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A
C R
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W A
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A N
P
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-4 -4
J E
F F
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S O
N P
A R
IS
H
L
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IS
IA
N A
B O
R
IN
G R
-9 .1
-R U
B-007
H
B -0
.d
5'-0"
SEE C-502 FOR DETAILS
DRAIN
SLOPE TO
12'-6"
2'-3"4'-3"12'-6"6'-3"
3'-9" 5'-9"
9'-6"
T-WALL
LANE ASPHALT TO BE REPLACED
EXISTING ROAD SHOULDER AND
SHT C-302 THRU C-303
FOR ELEVATIONS, SEE
(TO BE REPLACED)
BARRIER TO NEW T-WALL
FROM EXISTING CONCRETE
EXISTING GUARD RAIL
FLOODWALL
GUARDRAIL
TO TIE INTO EXISTING
NEW GUARDRAIL
NEW ASPHALT
NEW GUARDRAIL
FLOODWALL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
W E
S T
J E
F F
E R
S O
N L
E V
E E
D
IS
T R
IC
T
H A
R V
E Y
L O
C K
F O
R E
B A
Y F
L O
O D
W A
L L
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
Z X
X X
X X
X X
X X
X X
W P
B
J U
N E
A N
S I
D
ID
A
B E
T A
N C
E S
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R R
E S
D J M
/S D
B
G A
A
C R
A
IG
W A
U G
A M
A N
P
.E .H
-4 -4
J E
F F
E R
S O
N P
A R
IS
H
L
O U
IS
IA
N A
TOP OF GR VARIES
TOP OF WALL EL 25.5'
M1
TOP OF BASE SLAB EL 21.0
BOT OF BASE SLAB EL. 18.0
S T
A
E N
D G
U A
R D
R A
IL
S T
A
.4
TOP OF BASE SLAB EL 21.0
BOT OF BASE SLAB EL. 18.0
TOP OF WALL EL 25.5
A13 C-104
T Y
P
IC
A L
S E
C T
IO
N
A N
D G
U A
R D
R A
IL
D
E T
A
IL
C-104
J6
TYPICAL SECTION -STA 888+81.22 - 888+95
1"=5'SCALE:
H C
-1 .d g n
DETAIL - GUARDRAIL
SCALE: 3/16"=1'
NOTE
REQUIREMENTS.
SHEETS RF-001 THROUGH RF-007 OR DOTD LATEST
SHALL FOLLOW DOTD STANDARD AS SHOWN ON REFERENCE
GUARDRAIL MATERIAL AND DETAILS, AND CONNECTION TO WALL
SECTION - GUARDRAIL
SCALE: 3/16"=1'
A13 A5
C-104
T-WALL
T-WALL
T-WALL
NEW SLOPE PAVING
NEW SLOPE PAVING
NEW SLOPE PAVING
NEW SLOPE PAVING
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
AT CENTERLINE
ROAD ELEVATION
MATCH EXISTING
AT CENTERLINE
ELEVATION
EXISTING ROAD
MATCH
AT CENTERLINE
ROAD ELEVATION
MATCH EXISTING
AT CENTERLINE
ROAD ELEVATION
MATCH EXISTING
1'-0" MIN.
4'-9"
5'-0"
5'-2"
5'-1 1/2 "
1'-0" MIN.
1'-5 3/4 "
BACKFILL
STRUCTURAL
1'-0"
BACKFILL
STRUCTURAL
1'-0"
BACKFILL
STRUCTURAL
1'-0"
BACKFILL
STRUCTURAL
5.76'
5.87'
4.36'
1'-0"
1'-0"
-40 -30 -20 -10 0 10 20
H C
-3 .d n g
C R
O S
S S
E C
T
IO
N S
T
O
C-302
L2
ALIGNMENTS-CL-SL12 - 889+00.00
1"=10'SCALE:
H2
ALIGNMENTS-CL-SL12 - 889+50.00
1"=10'SCALE:
D2
ALIGNMENTS-CL-SL12 - 890+00.00
1"=10'SCALE:
A2
ALIGNMENTS-CL-SL12 - 890+50.00
1"=10'SCALE:
FLOOD SIDE
LAND SIDE
TOP OF FLOOD WALL EL. 25.5'
FLOOD SIDE
LAND SIDE
FLOOD SIDE
LAND SIDE
FLOOD SIDE LAND SIDE
TOP OF FLOOD WALL EL. 25.5'
TOP OF FLOOD WALL EL. 25.0
TOP OF FLOOD WALL EL. 24.0'
T.O. CR. EL 22.25'
T.O. CR. EL ~21.0
T.O. CR. EL ~21.5
T.O. CR. EL ~21.0
FILL
FILL: 93.30 SQ. FT.
E D
G E
O F
R O
A D
E D
G E
O F
R O
A D
E D
G E
O F
R O
A D
E D
G E
O F
R O
A D
E D
G E
O F
R O
A D
E D
G E
O F
R O
A D
E D
G E
O F
R O
A D
E D
G E
O F
R O
A D
FILL: 50.17 SQ. FT.
FILL: 50.17 SQ. FT.
FILL: 45.18 SQ. FT.
BACKFILL
STRUCTURAL
LEGEND
EL 22.0'
EL 21.75'
EL 21.65'
EL 20.3'
B/LW/L
3. SEE SHEET C-504 FOR BENCHING DETAIL.
LINE OFFSETS.
SECTION AND SHEET G-009 FOR WALL
OF MONOLITHS. SEE EACH CROSS
2. WALL LINE (W/L) IS THE FLOOD SIDE FACE
CROSS SECTIONS.
1. BASELINE (B/L) IS AT 0 (ZERO) ON ALL
NOTES
B/LW/L
W/L B/L
5.14'
W/L B/L
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
W E
S T
J E
F F
E R
S O
N L
E V
E E
D
IS
T R
IC
T
H A
R V
E Y
L O
C K
F O
R E
B A
Y F
L O
O D
W A
L L
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
Z X
X X
X X
X X
X X
X X
W P
B
J U
N E
A N
S I
D
ID
A
B E
T A
N C
E S
-T O
R R
E S
D J M
/S D
B
G A
A
C R
A
IG
W A
U G
A M
A N
P
.E .H
-4 -4
J E
F F
E R
S O
N P
A R
IS
H
L
O U
IS
IA
N A
889+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
10 10
20 20
30 30
889+50
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
10 10
20 20
30 30
890+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
10 10
20 20
30 30
890+50
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
10 10
20 20
30 30
NEW SLOPE PAVING
EXISTING GRADE
5'-2"
STRUCTURAL BACKFILL
1'-0"1'-0"
3.69'
H C
-3 .d n g
C R
O S
S S
E C
T
IO
N S
C-303
L2
ALIGNMENTS-CL-SL12 - 891+00.00
1"=10'SCALE:
FLOOD SIDE
LAND SIDE
TOP OF FLOOD WALL EL. 24.0'
T.O. CR. EL. 20.0
E D
G E
O F
R O
A D
FILL: 37.58 SQ. FT.
EL. 19.85'
B/LW/L
LEGEND
BACKFILL
STRUCTURAL
FILL
NOTES
3.SEE SHEE C-504 FOR BENCHING DEAILS.
LINE OFFSETS.
SECTION AND SHEET G-009 FOR WALL
OF MONOLITHS. SEE EACH CROSS
2. WALL LINE (W/L) IS THE FLOOD SIDE FACE
CROSS SECTIONS.
1. BASELINE (B/L) IS AT 0 (ZERO) ON ALL
AT CENTERLINE
ROAD ELEVATION
MATCH EXISTING
T R
A V
E L
L A
N E
E D
G E
O F
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
W E
S T
J E
F F
E R
S O
N L
E V
E E
D
IS
T R
IC
T
H A
R V
E Y
L O
C K
F O
R E
B A
Y F
L O
O D
W A
L L
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
Z X
X X
X X
X X
X X
X X
W P
B
J U
N E
A N
S I
D
ID
A
B E
T A
N C
E S
-T O
R R
E S
D J M
/S D
B
G A
A
C R
A
IG
W A
U G
A M
A N
P
.E .H
-4 -4
J E
F F
E R
S O
N P
A R
IS
H
L
O U
IS
IA
N A
891+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
10 10
20 20
30 30
10'-7"
D
FILLER
EXPANSION JOINT
CONTRACTION JOINTS
(TYP.)
BREAKER
BOND
(TYP.)
BREAKER
BOND
(TYP.)
BREAKER
BOND
SEAL
JOINT
SEAL
JOINT
SEAL
JOINT
SEAL
JOINT
SEAL
JOINT
SEAL
JOINT
SEAL
JOINT
(TYP.)
BREAKER
BOND
FLOOD SIDE TOE
NEW / EXISTING CONCRETE
SEAL
JOINT
COLD JOINT
DELIBERATE
1/2" 1/3D
FILLER
EXPANSION JOINT
OF LEVEE CROWN
PROTECTED SIDE EDGE
LEVEE CROWN
FLOOD SIDE EDGE OF
TRANSVERSE JOINTS
LONGITUDINAL JOINTS
END CUTOFF WALL
DETAIL ISOLATION JOINT
NOT TO SCALE
8" R SURFACE OF
PAVEMENT
ELASTOMERIC
SEALER
PREMOLDED JOINT FILLER
''2
D
J11 C-502
NOT TO SCALE
DETAIL END WALL CUT-OFF
STRUCTURAL BACKFILL
(95% COMPACTION)
NATURAL GROUND
9"
2'' FILLET
COMPACTED EMBANKMENT
A12 C-502
C-502
C-502
CONSTRUCTION JOINTS
10' MAX.
D
/3
D
10' MAX.
TOP OF CONCRETE SLOPE PAVEMENT
LEVEE C/L
10' MAX. 10' MAX.
EXPANSION JOINT FILLER
NOT TO SCALE
NOT TO SCALE
D
40' MAX.
/3
D
NOT TO SCALE NOT TO SCALE
F2
PLAN VIEW
SECTION TRANSVERSE JOINTS LONGITUDINAL JOINTS
K2
F2 F11 F16
LAND SIDE FLOOD SIDE
W /L
1'-0"
EXPANSION JOINT
PZ-22 SHEET PILE
4'' THICK CONCRETE
SLOPE PAVEMENT
(TYP)
5'-0"
SEE DETAIL
ISOLATION JOINT
NOT TO SCALE
A2
SECTION
LANE ASPHALT TO BE REPLACED
EXISTING ROAD SHOULDER AND
ELEV. VARIES
J11 C-502
A12 C-502
DETAIL
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SHEET ID
®of Engineers
US Army Corps
N E
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C-502
H
C -5
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NOTES:
3. ALL JOINTS SHALL HAVE A 5' MINIMUM SPACING.
2. D = 4"
COMPRESSIVE STRENGTH REQUIREMENTS.
1. SEE SPECIFICATIONS FOR CONCRETE SLOPE PAVEMENT
GRADE LINE
BRACE POST
GATE POST
TRUSS ROD
BRACE
SEE NOTE 4
TRUSS ROD
BAR
PLUNGER
TRUSS ROD
BRACE
BAR
STRETCHER
WIRE TIES
GATE POST LINE POST CORNER POST
TRUSS ROD
WIRE TIES
REINF. WIRE
#6 COILED SPRING
(SEE NOTE 1)
CHAIN LINK FABRIC
BRACE
SEE NOTE 3
THAT AT THE GATE POST
BRACE TO BE THE SAME AS
LOCATION OF HORIZONTAL
GALVANIZED BARBED WIRE
3 STRANDS - 4 POINT
COUPLING AT 100'-0" O.C. MAX.
TOP RAIL - EXPANSION
RAIL BY 2"
TO CLEAR TOP OF
AT RAILROAD GATE
S E
E N
O T
E
" 1'-4"
2'-0" CONC. FOR POST OVER 4"
1'-4" CONC. FOR 4" POST OR LESS
10" CONC.
10" (MIN.)
1'-0"
M
A X
10'-0" SEE DETAILS THIS SHEET
20'-0" DOUBLE SWING GATE
10'-0" MULTIPLES OF 10'-0" (MAX.) 10'-0"
COLUMN POST
POSTIVE FASTENING
OTHER APPROVED
?' MIN. THRU BOLT OR
FABRIC
TOP RAIL
AND BOTTOM)
BETWEEN POST (TYP. TOP
EACH SIDE - SPACE 2'-0" MAX.
WIRE TIES, CLOSE TO POST
AS RECOMMENDED BY MFGR.
TAUT & SECURELY FASTENED
BARBED WIRE TO BE PULLED
BARBED WIRE
FOR 3 STRANDS
12 GAUGE
TRUSS ROD
LOWER FORK
CATCH BLOCK
UPPER FORK
CARRIAGE BOLT
PLUNGER ROD
FABRIC
CHAIN LINK
& GUIDE
LOCK KEEPER
RIVETS
FORK
1'-2" O.C. MAX.
TIE WIRE
FABRIC
FABRIC
2'-0" O.C. MAX.
TIE WIRE
CONC. BASE
1/2" MIN.
1/2" MIN.
TRUSS ROD
1/2" MIN.
AND SPACED 1'-2" O.C. MAX.
FROM TOP AND BOTTOM
BAND TO BE 4" MAX.
STRETCHER BAR
FABRIC
?" MIN.
ENGAGE EACH FABRIC LINK
STRETCHER BAR TO
FENCE POST
EXIST. GRADE 1/2" MIN.
COILED SPRING WIRE
BARBER WIRE OR
(WIRE SIMILAR)
STRETCHER BAR
CARRIAGE BOLT
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SHEET ID
®of Engineers
US Army Corps
N E
W O
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L A
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A V
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W A
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P
.E .H
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N A
PLAN AT BANDS
WIRE TIES FOR TOP
CLAMP FOR TOP
OR BRACE RAIL
GATE KEEPER
(TO HOLD GATE OPEN)
SWING GATE DETAILS
DETAIL
INSTALLATION
TYPICAL FENCE BAND FOR WIRE
STRETCHING
TRUSS ROD & BAND
CATCH BLOCK
PLAN AT FORK
WIRE TIES FOR POST
CONC.
x x x x x x x x xx x x x x xx x x
CHAIN LINK FABRIC FENCE
NTS
x x x x xx x xx x xxx x x x x xx x x x x x x x xx x x x x xx x xx x
OR BRACE RAIL
x x x x x x x x x x x x
NOTES
DETAIL-END OR GATE POST
(S E
E N
O T
E x x x x x x
GALV. SCH. 40 PIPE.
9. BRACING AT CORNER, END AND GATES SHALL BE 1-1/2"
8. SWING GATE FRAMES SHALL BE 1-1/2" GALV. SCH. 40 PIPE.
7. LINE POST SHALL BE 2-1/2" GALV. SCH. 40 PIPE.
6. END, CORNER AND GATE POST SHALL BE 3" GALV. SCH. 40 PIPE.
5. THE FINISHED GRADE ALONG ALL GATES SHALL BE LEVEL.
THE ELEVATION OF THE TOP HINGE.
4. ELEVATION OF HORIZONTAL BRACE IS TO BE THE SAME AS
3. SINGLE EXTENSION ARMS SHALL POINT OUTWARD AT AN
BE 1'-0" ABOVE.
EXTENSION ARMS ALONG TOP OF FENCE, TOP STRAND TO
4 POINT BARBED WIRE SECURELY ATTACHED TO SINGLE
2. HEIGHT OF FENCE FABRIC TO BE 6'-0A' WITH 3 STRANDS OF
TOP AND BOTTOM EDGES TO BE TWISTED AND BARBED.
1. ALL FABRIC TO BE #9 GAGE WIRE, WOVEN IN A 2" MESH
K1
H5
H10 H13
E10 E12
D1 D6
A1 A4 A6 A8 A11 A16
EXTENSION ARM FOR BARBED WIRE
(ARMS FOR H COL POSTS & TUBULAR POST SIMILAR)
S E
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C-503
H
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C
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G
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J
K
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B M
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T
E D
B Y
C H
E C
K E
D B
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D R
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D E
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A
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N N
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IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S A
R M
Y C
O R
P S
O F
E N
G
IN
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R S
R E
A D
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A D
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M E
N T
W E
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J E
F F
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S O
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H A
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F O
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B A
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L O
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W A
L L
F
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A M
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F
IL
E N
U M
B E
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Z X
X X
X X
X X
X X
X X
W P
B
J U
N E
A N
S I
D
ID
A
B E
T A
N C
E S
-T O
R R
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D J M
/S D
B
G A
A
C R
A
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W A
U G
A M
A N
P
.E .H
-4 -4
J E
F F
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S O
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IA
N A
6' LONG x3 1/2" DIA. OR STEEL T-POSTS
ROUNDED WOOD POSTS
EMBEDDED 6" BELOW GROUND
36" SILT FENCE
SILT FENCE (TYP.)
NOT TO SCALE
LIMIT)
EASEMENT
(CONSTRUCTION
SAFETY FENCE
MATERIAL)
USING EXCAVATED
(EMBED IN TRENCH,
SILT FENCE
TRENCH
6"Dx4"W
H1
S
IL
T F
E N
C E
A N
D B
E N
C H
IN
G
D E
T A
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S
C-504
H
C -5
.d g n
NOTES:
BENCHING PLACEMENT REQUIREMENTS.
2. SEE SPECIFICATION SECTION 31 24 00.00 12 EMBANKMENT FOR
SILT FENCE BE PLACED IN WATER.
LOCATION CAN BE ADJUSTED IN THE FIELD. AT NO TIME WILL THE
ON THE FLOOD SIDE OF NEW T-WALL ALIGNMENT. ACTUAL
1. SILT FENCE WILL BE PLACED ALONG THE CONSTRUCTION LIMITS
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