GB_SEGB1B2S-201-Default-000.pdf
PDF 151 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-201
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 | ||
| 02_32_00.pdf | ||
| 01_22_00.00_10.pdf | ||
| W912DS-16-B-0019-Amendment.pdf | ||
| Green_Brook_Segment_B-2_Amend_8_Drawings.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 | ||
| final-report-URS-geotech.pdf | ||
| GB_SEGB1B2S-501-Default-000.pdf | ||
| W912DS-16-B-0019_AMENDMENT_0001.pdf | ||
| FHA_and_FWI_Permit_.pdf | ||
| GB_SEGB1B2S-502-Default-000.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
1.
30+00 30+50 31+00 32+00 32+50 33+00 33+50 34+00 34+50
2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 181 19
-10
-20
-10
-20
BOTTOM OF SHEET PILE EL. 15’
BOTTOM OF PIPE SOLDIER PILES EL. -6’ (TO BE VERIFIED)
31+50
BOTTOM OF CONCRETE CAP EL. 34’
TOP OF SHEET PILE EL. 43.75’
TOP OF PIPE SOLDIER PILES EL. 44.25’EXTENSION
LEVEE
22’TYP.
BOTTOM OF CONCRETE CAP EL. 37’
CUT OFF WALL
TEMPORARY
PZ22 SHEET PILE
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SEGMENT B-2 DETAILED FLOODWALL DATA
44.25 -6
43.75 44.25 -6
43.75 44.25 -6
43.75 44.25 -6
43.75 44.25 -6
43.75 44.25 -6
43.75 44.25 -6
43.75 44.25 -6
43.75 44.25 -6
43.75 44.25 -6
43.75 44.25 -6
43.75 44.25 -6
37 43.75 44.25 -6
37 43.75 44.25 -6
4.1
13.6
COMPOSITE WALL
COMPOSITE WALL
COMPOSITE WALL
COMPOSITE WALL
COMPOSITE WALL
COMPOSITE WALL
COMPOSITE WALL
COMPOSITE WALL
COMPOSITE WALL
COMPOSITE WALL
COMPOSITE WALL
COMPOSITE WALL
COMPOSITE WALL
COMPOSITE WALL
TRANSITION 34-37
NOTES:
2.
43.75
43.75
37 43.75
INSIDE PIPE SOLDIER PILES - F’c 6,000 PSI
CONCRETE CAP - F’c 4,000 PSI
CONCRETE:
4.
J A
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J A
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X M
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S-201
F L
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D W
A L L P
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COMPOSITE WALL 44.25 -6
COMPOSITE WALL 44.25 -6
37 43.75 44.25 -6
37 43.75 44.25 -6
COMPOSITE WALL
COMPOSITE WALL
37 43.75COMPOSITE WALL 44.25 -6
12.9
13.3
13.8
13.3
13.0
12.6
12.3
12.0
11.7
11.4
11.0
10.7
10.4
10.1
9.7
9.4
9.3
2.5
3.
PRIOR TO CONSTRUCTION START.
TO VERIFY DESIGN ANALYSIS AND DRAWINGS
COORDINATED WITH PROJECT DESIGN ENGINEERS
CONTRACTOR. ROCK ELEVATIONS ARE TO BE
ROCK ELEVATIONS ARE TO BE VERIFIED BY
AS SHOWN ON THIS DRAWING IS APPROXIMATE.
BOTTOM OF PIPE SOLDIER PILES (-6 ft.)
GRADE 60.
SHEET PILE SHALL BE PZ-22, ASTM A572
STRAIGHT SEAM PIPE
PIPE SOLDIER PILES SHALL BE 20" ERW
THICKNESS .625"
A252 GRADE 3(MOD) 50 KSI MINIMUM YIELD
IN SPECIFICATIONS SECTION 31 62 23.13.
METHOD. ADDITIONAL DETAILS ARE INCLUDED
APPROPRIATE ASTM GUIDELINES FOR THE TEST
PERFORMED IN ACCORDANCE WITH THE
EM 1110-1-2908 SECTION 4-21, AND BE
STANDARDIZED METHODS LISTED IN
AND THEY SHALL CONSIST OF ONE OF THE
PERFORMED TO DETERMINE THE ELASTIC MODULUS,
BOREHOLES. AT LEAST 3 TESTS SHALL BE
OR FROM FIELD TESTING PERFORMED WITHIN THE
ON ROCK SAMPLES COLLECTED FROM THE BORINGS
MODULUS BY PERFORMING LABOATORY TESTING
CONTRACTOR SHALL VERIFY THE ROCK ELASTIC
AT LEAST 2,000 TONS PER SQUARE FOOT. THE
ALTERED); AND THE ROCK ELASTIC MODULUS IS
(LESS THAN 10 PERCENT OF THE ROCK VOLUME
INTACT WITH NO MORE THAN SLIGHT WEATHERING
BLOWS/INCH; ROCK CORE SAMPLES APPEAR
FROM SPT TESTING ARE GREATER THAN 50
ALL OF THE FOLLOWING ARE TRUE: N-VALUES
ROCK SHALL BE CONSIDERED UNWEATHERED WHEN
BEDROCK.
DETERMINE THE DEPTH OF UNWEATHERED
LENGTH OF THE FLOODWALL ALIGNMENT TO
AT EVENLY-SPACED LOCATIONS ALONG THE
ENGINEER OR GEOLOGIST TO DRILL 3 BORINGS
SHALL RETAIN A THIRD PARTY GEOTECHNICAL
INSTALLATION OF ANY PILES. THE CONTRACTOR
ROCK NEEDS TO BE CONFIRMED PRIOR TO
BEDROCK, AND THE DEPTH OF THE UNWEATHERED
AT LEAST 10 FEET INTO UNWEATHERED
THE PIPE PILES ARE REQUIRED TO EXTEND
5.
STATIONS AND WALL ELEVATIONS
SEE CIVIL PROFILE DRAWING FOR MONOLITH 6.
1.
MONOLITH
WALL TYPE CONCRETE CAP
BOTTOM EL. (FT)
SHEETPILE
TOP EL. (FT)
SHEETPILE
BOTTOM EL. (FT)
PIPE SOLDIER PILE
TOP EL. (FT)
SWALE/GRADE
HEIGHT (FT) FROM
APPROX. WALL
PIPE SOLDIER PILE
BOTTOM EL. (FT)
APPROXIMATE
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