GB_SEG_B3_C-503WCB_REV1.pdf
PDF 412 KB Posted
- Attached to
- Green Brook Segment B3 Federal contract opportunity
- Solicitation number
- W912DS-16-B-0007
About this file
C-503
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912DS-16-B-0007_Bid_Abstract.pdf | ||
| W912DS-16-B-00070009.PDF | ||
| W912DS-16-B-00070008.pdf | ||
| 16-0258.pdf | ||
| W912DS-16-B-00070007.pdf | ||
| W912DS-16-B-00070006.pdf | ||
| W912DS-16-B-00070005.pdf | ||
| W912DS-16-B-00070004.pdf | ||
| W912DS-16-B-0007-0003.pdf | ||
| W912DS-16-B-0007-Amendment_0002.pdf | ||
| GB_SEG_B3_SS709WCB_REV1.pdf | ||
| W912DS-16-B-0007-Amendment_0001.pdf | ||
| GB_SEG_B3_C-501WCB_REV1.pdf | ||
| GB_SEG_B3_SB101WCB_REV1.pdf | ||
| GB_SEG_B3_C-102WCB_REV1.pdf | ||
| EM_1110-2-6056.pdf | ||
| GB_SEG_B3_C-104WCB_REV1.pdf | ||
| final-report-URS-geotech.pdf | ||
| GB_SEG_B3_C-101WCB_REV1.pdf | ||
| 4-STRUCT_A W_100__NPS_4-28-2016_-_modified_drwgs_only.pdf | ||
| Specifications_-_B3_100__NPS_4-12-2016.pdf | ||
| W912DS-16-B-0007.pdf | ||
| Segment_B3_(NPS)_Drawings_-_4-15-2016.pdf |
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US Army Corps
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-B -0
58+00
59+00
60+00
5+00
X
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SS
S-1
WET WELL
GL-5 PUMP STATION
CONTROL BUILDING
GL-5 PUMP STATION
FUTURE
TOWER ANTENNAS TO AVOID SIGNAL INTERFERENCE.
EQUIPMENT TO HEIGHTS LESS THAN HEIGHT OF CELL
CONTRACTOR SHALL LIMIT CRANES AND SIMILAR6.
OTHER IS FOR A TENSION TEST. SEE SPECIFICATIONS.
ONE PILE IS FOR A COMPRESSION TEST AND THE5.
SEE SHEET C-205.
FOR PROFILE ALONG SEGMENTAL BLOCK WALL4.
C-507.
FOR FENCING DETAILS, SEE SHEETS C-505, C-506 AND3.
DETAIL ON SHEET C-506.
LOCK THE GATES IN AN OPEN POSITION. SEE
WHERE THE PLUNGER BAR/LOCKING ROD CAN
GATES SHALL BE INSTALLED AT A LOCATION
LOCKING SLEEVE FOR EACH LEAF OF SWINGING2.
SEE SHEET C-100.
FOR SEGMENTAL BLOCK WALL ALIGNMENT1.
NOTES:
E 2046463.16 N 635933.59
AT PUMP STATION
P.I. BACK OF WALL
E 2046455.06 N 635949.02
WET WELL
INT. CORNER
E 2046522.25 N 635926.70
FENCE
END 6' CHAIN LINK
E 2046489.76 N 635972.68
WET WELL
INT. CORNER
M A
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IN
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S
T A
S
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MH
10-4
MH
10-3
GI
11-1
MH
10-2
GI
10-1
PS
9-1
FACE OF WALL
E 2046402.85 N 635920.11
FACE OF WALL
E 2046424.32 N 635907.11
RETAINING WALL
OF CONCRETE
AND CENTER ON TOP
6" FROM BEGINNING
BEGIN 6' CHAIN LINK FENCE
E 2046425.52 N 635905.51
CORNER OF FENCE
E 2046405.95 N 635935.58
RETAINING WALL
WITHIN 6" OF CONCRETE
END 6' DECORATIVE FENCE
T Y
P
16'
10-5
AT FACE OF WALL
* PIPE DISCHARGE
NOTE 1
SEGMENTAL BLOCK WALL
BACK OF WALL
PLACE 18" BEHIND
ALUMINUM FENCE
6' DECORATIVE
LINK FENCE
6' CHAIN
SWALE
C.L. FLOODWALL
SEE NOTE 3
LINK FENCE
6' CHAIN
LINK FENCE
6' CHAIN
R=167.50'
LINK FENCE
6' CHAIN
TOP OF SLOPE
TOE OF SLOPE
DITCH LINE/
R=65'
18" RCP
TOE OF LEVEE
3' SWALE
TOP OF LEVEE
(SEE NOTES)
SWING GATE
16' DOUBLE
6' CHAIN LINK
E 2046459.42 N 636023.29
(NOTE 5)
TEST PILE 1
E 2046441.69 N 636014.03
(NOTE 5)
TEST PILE 2
18" RCP
E 2046407.77 N 635938.54
FACE OF WALL
END CONC. RETAINING WALL
BEGIN SEGMENTAL BLOCK WALL
STA. 5+00
20'
SEE STRUCTURAL DRAWINGS
GUARDRAIL ON RETAINING WALL
E 2046410.58 N 635895.32
CORNER OF FENCE
TOP OF SLOPE
E 2046391.77 N 635824.36
CORNER OF DRIVEWAY
E 2046399.64 N 635810.36
CORNER OF DRIVEWAY
E 2046437.64 N 635855.63
TOP OF SLOPE
E 2046448.47 N 635839.74
TOP OF SLOPE
CORNER OF FENCE AT
E 2046469.05 N 635846.94
TOP OF SLOPE
E 2046515.05 N 635860.08
TOP OF SLOPE
E 2046547.87 N 635860.83
E 2046586.60 N 635834.19
CORNER OF FENCE
NOTE 6
CELL TOWER
DRIVEWAY
FUTURE
EDGE OF
SEWER
SANITARY
8" PVC
RCP
18"
RCP
18"
18" RCP
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GB_SEG B3_C-503WCB
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