GB_SEGB1B2S-501-Default-000.pdf
PDF 167 KB Posted
- Attached to
- Green Brook Flood Risk Management Project-Segment B2 Federal contract opportunity
- Solicitation number
- W912DS-16-B-0019
About this file
W912DS-16-B-0019 Drawing S-501
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Abstract_-_W912DS-16-B-0019.pdf | ||
| W912DS-16-B-0019_Amendment_0013.pdf | ||
| W912DS-16-B-0019_Amendment_0012.pdf | ||
| W912DS-16-B-0019-0011.pdf | ||
| W912DS-16-B-0019-0010.pdf | ||
| W912DS-16-B-0019-Amendment_0009.pdf | ||
| W912DS-16-B-0019-Amendment.pdf | ||
| 01_22_00.00_10.pdf | ||
| Green_Brook_Segment_B-2_Amend_8_Drawings.pdf | ||
| 02_32_00.pdf | ||
| W912DS-16-B-0019-0006.pdf | ||
| W912DS-16-B-0019-0005.pdf | ||
| W912DS-16-B-0019-0004.pdf | ||
| W912DS-16-B-0019-0003.pdf | ||
| W912DS-16-B-0019-0002.pdf | ||
| Green_Brook_B2_AMEND_2.pdf | ||
| W912DS-16-B-0019_AMENDMENT_0001.pdf | ||
| GB_SEGB1B2S-201-Default-000.pdf | ||
| FHA_and_FWI_Permit_.pdf | ||
| GB_SEGB1B2S-502-Default-000.pdf | ||
| final-report-URS-geotech.pdf | ||
| EM_1110-2-6056.pdf | ||
| Green_Brook_Segment_B-2_SPECIFICATIONS.pdf | ||
| W912DS-16-B-0019_SOLICITATION.pdf | ||
| Green_Brook_Segment_B-2_(W912DS-16-B-0019).pdf |
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Text version
SCALE: �" = 1’-0" SCALE: �" = 1’-0"
COMPOSITE WALL
MONOLITHS NO. 1 TO 12
MONOLITHS NO. 14 TO 19
FROM 34’ TO 37’
CAP TRANSITION
BOTTOM OF CONCRETE
MONOLITH NO. 13
TEMPORARY CUT OFF WALL
NTS
1’-0" 1’-0"
4"
(TYP)
1’-0" 1’-0"
4"
(TYP)
2"
3"
SHEET PILE
TO TOP OF
5’-0" 3’-0"
J A
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LOCATION AND LENGTH
SEE CIVIL DRAWINGS FOR
LOCATION, LENGTH AND DEPTH.
SEE CIVIL DRAWINGS FOR
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SHEET OF
A
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T
A
U G
(SEE PROFILE)
BOTTOM OF SHEET PILE
> WALL
THRU SHEET PILING
#6 @ 12" U-BARS PASS
#6 @ 6" EF
6"
9"
6"
TOP OF 20" PIPE SOLDIER PILE
TOP OF PZ22 SHEET PILE
EL. 45’-0"
3’-0"
E F
V A
R I
E S
M I
N
(TYP)
CONC.CAP
PRECAST
(SEE PROFILE)
BOTTOM OF CONCRETE CAP
1’-7" 1’-7"
(SEE PROFILE)
BOTTOM OF SHEET PILE
> WALL
THRU SHEET PILING
#6 @ 12" U-BARS PASS
TOP OF WALL EL. VARIES
#6 @ 9" EF
9"
6"
TOP OF 20" PIPE SOLDIER PILE
TOP OF PZ22 SHEET PILE
3’-0"
E F
V A
R I
E S 3
M I
N
(TYP)
CONC.CAP
PRECAST
EL.-6’-0"
EL 37’-0"
(SEE PROFILE)
BOTTOM OF CONCRETE CAP
1’-7" 1’-7"
SLOPE TO MEET GRADE
3’-0"5’-0"
SLOPE TO MEET GRADE
SLOPE TO MEET GRADE
SLOPE TO MEET GRADE
WALL THICKNESS TRANSITION
6" WALL THICKNESS TRANSITION EL. 45’-0"
ELEVATION VARIES
SWALE/GROUND
ELEVATION VARIES
SWALE/GROUND
GROUND ELEVATIONS VARIES
EXISTING AND PROPOSED
GROUND ELEVATIONS VARIES
EXISTING AND PROPOSED
SEE CIVIL PROFILE DWG.
VERIFY ELEVATION
EL. 45’-0"
EL. 37’-0"
EL 34’-0"
DRILLED 10’INTO BEDROCK
BOTTOM OF PIPE SOLDIER PILE
ACCORDING TO NOTES ON
FLOODWALL PROFILE DWG. S-201
-6’-0"
VERIFY ELEVATION
DRILLED 10’INTO BEDROCK
BOTTOM OF PIPE SOLDIER PILE
ACCORDING TO NOTES ON
FLOODWALL PROFILE DWG. S-201
DWGS. S-503 AND S-504
FLUTED FIN TEXTURE DETAIL
FOR FINISH TREATMENT SEE
DWGS. S-503 AND S-504
FLUTED FIN TEXTURE DETAIL
FOR FINISH TREATMENT SEE
#6 @ 6" EF
#6 @ 9" EF
A
2"
3"
SHEET PILE
TO TOP OF
BENT PLATE
PILE AND PILE CAP
TOP OF SHEET
REQUIRED BETWEEN
CLEARANCE AS
VARIES
VARIES
VARIES
VARIES
SEE CIVIL DWGS.
SEE CIVIL DWGS.
SEE CIVIL DWGS.
SEE CIVIL DWGS.
PLUS CLEARANCE AS REQUIRED
1/2" BENT PLATE,DEPTH OF SHEET PILE
SECTION A-A
BOLTS AS SHOWN IN
3/4" DIAMETER A325
PZ22 SHEET PILE WITH
CONNECT PILE CAP TO
PILE CAP SECTION A - A
SHEET PILE CUT OFF AT CHANNEL BEND
A
TOP OF WALL EL. VARIES
SEE CIVIL PROFILE DWG.
NOTE; SEE CIVIL DRAWINGS FOR TURF REINFORCING MAT AND SHEET PILE CUT OFF AT CHANNEL BEND TO PROTECT THE CHANNEL FROM FURTHER EROSION.
EL.15’-0"
EL.15’-0"
VARIES
PLUS CLEARANCE AS REQUIRED
1/2" BENT PLATE,DEPTH OF SHEET PILE
LOCATION AND LENGTH
SEE CIVIL DRAWINGS FOR
BENT PLATE
PILE AND PILE CAP
TOP OF SHEET
REQUIRED BETWEEN
CLEARANCE AS
AND PZ22 SHEET PILE
BOTTOM OF CONCRETE MONOLITH
SHOWN BELOW
PZ22 SHEET PILE AS
CONNECT PILE CAP TO
SIDE
PROTECTED
SIDE
PROTECTED
SHEET PILE INTERLOCKS
PASS #6 BARS TO CLEAR
HOLE IN SHEET PILE TO
SIDE
RIVER
SIDE
RIVER
SHEET PILE INTERLOCKS
PASS #6 BARS TO CLEAR
HOLE IN SHEET PILE TO
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