WBV-49.2a_Signed_Plans_8_Aug_2014.pdf
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- FY'14 SDVET MATOC ONLY, WBV-49. 2a
- Solicitation number
- WBV492A-14-S-0010
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US Army Corps
U .S
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R 24 E T 14 S
PROTECTED SIDE
SECT. 35
ALGIERS CANAL
FLOOD SIDE
EXISTING R/W
X 3682768.119
Y 482654.822
ALGSCS-08-21U
ALGSCS-10-1CU
LEVEE BASELINE
0 53°23’07"
53°62’81" 49°66’21"
41°38 ’18"
NEW ORLEANS DISTRICT
S O
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N N
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US Army Corps
U .S
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B /L S
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B /L S
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SECTION 01100
SEE SPECIFICATIONS
1st ORDER OF WORK
B /L S
T A
TYPICAL LEVEE DESIGN SECTION 1
L
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B /L S
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CONSTRUCTION GRADE EL. 8.8
TYPICAL LEVEE DESIGN SECTION 1
C-01
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200’ 200’ 400’ 600’ 800’
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’ 0
°0
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29°49’25"
29°49’30"
29°49’35"
29°49’10"
29°49’15"
29°49’20"
29°49’25"
29°49’30"
29°49’35"
29°49’10"
29°49’15"
E BAYOU RD.
S T
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L
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N D P
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IS IMPACTED BY CONSTRUCTION.
ALL ACCESS ROADS OR RAMPS WITHIN THE WORK AREA THAT
THE CONTRACTOR SHALL MAINTAIN TEMPORARY ACCESS FOR
NOTE:
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IDENTIFICATION
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P R fiof Engineers
US Army Corps
U .S
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EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
R/W
EXISTING
R/W
EXISTING
R/W
EXISTING
R/W
EXISTING
10’
10’
10’
10’
1V:3H
1V:
3H
1V:
3H
1V:3H
1V:
3H
1V:3H
1V:3H
DESIGN GRADE EL 8.8
DESIGN GRADE EL 8.8
DESIGN GRADE EL 8.8
DESIGN GRADE EL 8.8
FLOOD SIDE PROTECTED SIDE
FLOOD SIDE PROTECTED SIDE
FLOOD SIDE PROTECTED SIDE
FLOOD SIDE PROTECTED SIDE
OF LEVEE
EXISTING TOE TYPICAL LEVEE DESIGN SECTION 1
TYPICAL LEVEE DESIGN SECTION 2
TYPICAL LEVEE DESIGN SECTION 3
TYPICAL LEVEE DESIGN SECTION 4
N.T.S.
N.T.S.
N.T.S.
N.T.S.
B/L STA. 705+72 TO B/L STA. 712+00
OF LEVEE
EXISTING TOE
OF LEVEE
EXISTING TOE
OF LEVEE
EXISTING TOE
LIMITS OF CLEARING & GRUBBING
LIMITS OF CLEARING & GRUBBING
LIMITS OF CLEARING & GRUBBING
LIMITS OF CLEARING & GRUBBING
36.9’
VARIES
VARIES
VARIES
VARIES
20’29.3’
29.1’
EL. -0.9
5.78’
EL. -1.9
EL. -0.9
EL. -1.9
C/L
LEVEE
NEW
EDGE
WATERS
EDGE
WATERS
EDGE
WATERS
EDGE
WATERS
TIE INTO EXISTING
TIE INTO EXISTING
TIE INTO EXISTING
TIE INTO EXISTING
TIE INTO EXISTING
TIE INTO EXISTING
TIE INTO EXISTING
EXISTING
TIE INTO
C/L
LEVEE
EXISTING
C/L
LEVEE
EXISTING
C/L
LEVEE
EXISTING
C/L
LEVEE
EXISTING
1V:3H
1V:3H
COMPACTED FILL
COMPACTED FILL
COMPACTED FILL
COMPACTED FILL
1V:
3H
SEE DWG. "DETAILS"
SILT FENCE,
SEE DWG. "DETAILS"
SILT FENCE,
SEE DWG. "DETAILS"
SILT FENCE,
SEE DWG. "DETAILS"
SILT FENCE,
SETTLEMENT PLATE
SETTLEMENT PLATE
SETTLEMENT PLATE
PLATE
SETTLEMENT
B/L STA. 525+25 TO B/L STA. 561+46.4
B/L STA. 563+47.8 TO B/L STA. 565+49.3
B/L STA. 577+50 TO B/L STA. 579+00
B/L STA. 585+00 TO B/L STA. 589+00
B/L STA. 622+00 TO B/L STA. 626+71.2
B/L STA. 631+00 TO B/L STA. 636+00
B/L STA. 640+00 TO B/L STA. 655+00
B/L STA. 656+00 TO B/L STA. 667+00
B/L STA. 675+00 TO B/L STA. 680+00
B/L STA. 749+78 TO B/L STA. 753+30
B/L STA. 755+60 TO B/L STA. 769+00
B/L STA. 712+00 TO B/L STA. 742+55.43
B/L STA. 322+95.5 TO B/L STA. 325+40
B/L STA. 366+00 TO B/L STA. 368+00
B/L STA. 376+00 TO B/L STA. 380+00
B/L STA. 382+00 TO B/L STA. 402+80
B/L STA. 416+40 TO B/L STA. 427+85
B/L STA. 433+10 TO B/L STA. 436+20
B/L STA. 439+65 TO B/L STA. 468+00
B/L STA. 469+30 TO B/L STA. 496+00
B/L STA. 503+40 TO B/L STA. 523+00
GROUND
EXISTING
NOTE: THE AMOUNT OF FILL SHOWN
ON THE TYPICAL SECTIONS IS
EXAGGERATED FOR CLARITY PURPOSES.
SEE CROSS SECTIONS FOR FURTHER
INFORMATION.
B/L STA. 523+00 TO B/L STA. 525+25
OPTION AREA
B/L STA. 500+00 TO B/L STA. 503+40
SETTLEMENT PLATE
SETTLEMENT PLATE
SETTLEMENT PLATE
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D E
T A
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MATTING DETAIL
12" CLEAR
N.T.S.
THE END OF THE CONTRACT.
2. TIMBER MATTING SHALL BE REMOVED AT
OR HAULING IN THE AREA OF THE PIPELINE
PIPELINE CROSSINGS PRIOR TO CONSTRUCTION
1. TIMBER MATTING SHALL BE PLACED AT ALL
NOTE:
SILT FENCE SIDE DETAIL
N.T.S.
TRENCH
6"D X 4"W
(EMBED IN TRENCH)
SILT FENCE
PROTECTED SIDE VARIES TO BASELINE
VARIES
LINE
EXCAVATION
TYPICAL BENCHING DETAIL
SLOPE VARIES
N.T.S.
VARIES
VARIES
VARIES
GROUND
EMBEDDED 6" BELOW
36" SILT FENCE
N.T.S.
SILT FENCE
6"
M A
X
(M
IN
IM
U M
OR STEEL T- POSTS
7’ LONG X 3-1/2" DIA.
ROUNDED WOOD POSTS
10’ O.C.
N.T.S.
LEVEE CROWN DETAIL
10.0’
5.0’5.0’
TO DRAIN
SLOPE
TO DRAIN
SLOPE
EL. 8.8
EL. 8.8
LEVEE
C/L
1V O N 3H
1V ON 3H
BE 6" MAX. THICKNESS
FINAL 2 LIFTS SHALL
CRUSHED STONE
1V:20H
CRUSHED STONE
1V:20H
TO DRAIN
SLOPE MATTING
GROUND LINE
12" x 4’-0" x 12’ (2 REQ’D)
TIMBERMAT
C/L
TYPICAL GAGE DETAIL
SETTLEMENT MEASUREMENT GAGES
OFFICER.
LEVEE CROWN AT CONTRACTOR’S OPTION WITH THE APPROVAL OF THE CONTRACTING
LOCATION OF SETTLEMENT GAGES MAY BE MOVED HORIZONTALLY ON THE EXISTING
BETWEEN SETTLEMENT GAGES. RISER PIPES ARE PERMITTED ON SETTLEMENT GAGES.
SETTLEMENT MEASUREMENT RANGE SHALL BE TO A POINT 1 / 2 THE DISTANCE
PLACED AT LESS THAN 100 FOOT INTERVALS, IN WHICH CASE THE
THE CENTERLINE OF THE LEVEE SECTION, EXCEPT WHERE SETTLEMENT GAGES ARE
150 FEET IN EACH DIRECTION FROM EACH SETTLEMENT GAGE MEASURED ALONG
MEASUREMENT RANGE FOR EACH SETTLEMENT GAGE SHALL BE FOR A DISTANCE OF
AND AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE SETTLEMENT
AND INSTALL SETTLEMENT GAGES AT LOCATIONS SHOWN ON THE DESIGN SECTION
FILL DUE TO FOUNDATION SETTLEMENT DURING CONSTRUCTION, HE SHALL FURNISH
SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL
N.T.S.
OR 2’ X 2’ X 1 / 8"
PLATE 4’ X 4’ X 1 / 4"
(OPTIONAL)
WELDED TO PLATE
PIPE 6" STD. X 2’
OR 2’ X 2’ X 1 / 8"
STEEL PLATE 4’ X 4’ X 1 / 4"
(OPTIONAL)
IN GROUND 10’ MINIMUM
PIPE 3" STD. DRIVE
COMPACTED FILL
C/L
EXISTING WATER AND GAS MAINS
(6 REQUIRED)
TIMBER MATS 12" X 4’ X 18’
18’-0"
5’5’
NEW ORLEANS DISTRICT
S O
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IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W O
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A N
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IDENTIFICATION
SHEET
D A
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A P
P R fiof 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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W O
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| ED-12-044_G-01 |
| ED-12-044_G-02 |
| ED-12-044_G-03 |
| ED-12-044_G-04 |
| ED-12-044_C01 |
| ED-12-044_C02 |
| ED-12-044_C03 |
| ED-12-044_C04 |
| ED-12-044_C05 |
| ED-12-044_C06 |
| ED-12-044_C07 |
| ED-12-044_C08 |
| ED-12-044_C09 |
| ED-12-044_C10 |
| ED-12-044_C11 |
| ED-12-044_H1 |
| ED14-024_B-01_BO |
| ED14-024_B-02_BO |
| ED14-024_B-03_BO |
| ED14-024_B-04_BO |
| ED14-024_B-05_BO |
| ED14-024_B-06_BO |
| ED14-024_CS01_C3 |
| ED14-024_CS01A_C3 |
| ED14-024_CS02_C3 |
| ED14-024_CS03_C3 |
| ED14-024_CS04_C3 |
| ED14-024_CS05_C3 |
| ED14-024_CS06_C3 |
| ED14-024_CS07_C3 |
| ED14-024_CS08_C3 |
| ED14-024_CS09_C3 |
| ED14-024_CS10_C3 |
| ED14-024_CS11_C3 |
| ED14-024_CS12_C3 |
File details come from the government source that posted it. Updated .