asbuilts_14A_weirs.pdf
PDF 175 KB Posted
- Solicitation number
- W912HN-19-B-5003
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Amendment 2
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| File | Type | Posted |
|---|---|---|
| sign_in_bid_opening.pdf | ||
| B.01_19B5003_Abstract_0_to_70_CDE_.pdf | ||
| SHEP_Sign_In_10-2.docx | DOCX document | |
| Site_Visit_Sign_In_Sheet_8-12.pdf | ||
| 19B5003.PDF | ||
| W912HN-19-B-5003_AMD2.pdf | ||
| AMD2.pdf | ||
| 14A_weir_inverts_18july2018.xyz | XYZ file | |
| AMD1.pdf | ||
| W912HN-19-B-5003_AMD1.pdf | ||
| 19B5003.PDF | ||
| Site_Visit_Sign_In.pdf | ||
| W912HN-19-B-5003_Part6.pdf | ||
| W912HN-19-B-5003_Part2.pdf | ||
| W912HN-19-B-5003_Part1.pdf | ||
| W912HN-19-B-5003_Part3.pdf | ||
| W912HN-19-B-5003_Part8.pdf | ||
| W912HN-19-B-5003_Part7.pdf | ||
| W912HN-19-B-5003_Part4.pdf | ||
| ATTACHMENTS.zip | ZIP file | |
| W912HN-19-B-5003_Part5.pdf | ||
| 19B5003.PDF | ||
| W912HN-19-B-5003_Part6.pdf | ||
| W912HN-19-B-5003_Part2.pdf | ||
| ATTACHMENTS.zip | ZIP file | |
| W912HN-19-B-5003_Part5.pdf | ||
| 19B5003.PDF | ||
| W912HN-19-B-5003_Part1.pdf | ||
| W912HN-19-B-5003_Part3.pdf | ||
| W912HN-19-B-5003_Part8.pdf | ||
| W912HN-19-B-5003_Part4.pdf | ||
| W912HN-19-B-5003_Part7.pdf |
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Text version
S-10
-10
-10
0+00 1+00 2+00 3+00
-10
-10
0+00 1+00 2+00
-10
-10
0+00 1+00 2+00 3+00
-10
3+00
S-10 SCALE: 1" = 20'
STATION 29+75: 14A1 WEIR AND CATWALK PROFILE
S-10 SCALE: 1" = 20'
S-10 SCALE: 1" = 20'
STATION 49+60: 14A2 WEIR AND CATWALK PROFILE
S-10 SCALE: 1" = 20'
STATION 59+95: 14A3 WEIR AND CATWALK PROFILE
20.0' FOR PILES UNDER WEIR RISER
12.0' FOR PILES SUPPORTING CATWALK
MINIMUM PILE EMBEDMENT:
CATWALK BEAM BEARING ELEV: 29.5'
INV-IN: 10.1'
PROPOSED NEW DIMENSIONS:
20.0' FOR PILES UNDER WEIR RISER
12.0' FOR PILES SUPPORTING CATWALK
MINIMUM PILE EMBEDMENT:
CATWALK BEAM BEARING ELEV: 27.5'
INV-IN: 7.5'
PROPOSED NEW DIMENSIONS:
48" HDPE PIPE
INV-OUT: 7.4'
INV-IN: 7.5'
CATWALK BEAM BEARING ELEV: 27.5'
WEIR: 21' TALL HDPE RISER
EXISTING DIMENSIONS (APPROX.):
48" HDPE PIPE
INV-OUT: 6.6'
INV-IN: 9.9'
CATWALK BEAM BEARING ELEV: 29.5'
WEIR: 21' TALL HDPE RISER
EXISTING DIMENSIONS (APPROX.):
48" HDPE PIPE
INV-OUT: 7.6'
INV-IN: 9.0'
CATWALK BEAM BEARING ELEV.: 29.0'
WEIR: 21' TALL HDPE RISER
EXISTING DIMENSIONS (APPROX.):
20.0' FOR PILES UNDER WEIR RISER
12.0' FOR PILES SUPPORTING CATWALK
MINIMUM PILE EMBEDMENT:
CATWALK BEAM BEARING ELEV: 29.0'
INV-IN: 9.0
PROPOSED NEW DIMENSIONS:
EXISTING ACCESS WALKWAY
EXISTING ACCESS WALKWAY
EXISTING ACCESS WALKWAY
EXISTING PIPE
EXISTING PROFILE
EXISTING PROFILE
EXISTING PROFILE
EXISTING PIPE
SEE EMBEDMENT NOTE
BEYOND CHART LIMITS, TYP.,
BOTTOM OF PILE EXTENDS
SEE EMBEDMENT NOTE
BEYOND CHART LIMITS, TYP.,
BOTTOM OF PILE EXTENDS
SEE EMBEDMENT NOTE
BEYOND CHART LIMITS, TYP.,
BOTTOM OF PILE EXTENDS
EXISTING PIPE
COMPOSITE SHEET PILE
REMOVE EXISTING
COMPOSITE SHEET PILE
REMOVE EXISTING
COMPOSITE SHEET PILE
REMOVE EXISTING
TO CONSTRUCTION.
CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR
2. ALL EXISTING ELEVATIONS ARE APPROXIMATE.
SHALL BE MAINTAINED.
1. FOR WEIRS 14A1 AND 14A3 EXISTING INVERT ELEV.
NOTE:
TO CONSTRUCTION.
CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR
2. ALL EXISTING ELEVATIONS ARE APPROXIMATE.
SHALL BE MAINTAINED.
1. FOR WEIRS 14A1 AND 14A3 EXISTING INVERT ELEV.
NOTE:
W E
IR
L E
V A T
IO
N S
A 1, A
A
(14A2 ONLY)
LENGTH 30 FT (SEE NOTE 3)
NEW PIPE SECTION
SECTION REQUIRED FOR 14A2 ONLY.
A 40' PIPE SECTION IS AVAILABLE ONSITE. NEW PIPE
PIPE SECTION TO BE SUPPLIED BY THE GOVERNMENT.
3. 14A2 WEIR TO BE RELOCATED. A NEW 30 FT
TO CONSTRUCTION.
CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR
2. ALL EXISTING ELEVATIONS ARE APPROXIMATE.
SHALL BE MAINTAINED.
1. FOR WEIRS 14A1 AND 14A3 EXISTING INVERT ELEV.
NOTE:
CATWALK BEAM BEARING ELEV.= 27.68'
AS BUILT INV. 48" HDPE (IN) = 7.5'
ACTUAL INV. 48" HDPE (IN) = 6.98'
*** AS BUILT INFORMATION
CATWALK BEAM BEARING ELEV.= 30.32'
AS BUILT INV. 48" HDPE (IN) = 10.10'
ACTUAL INV. 48" HDPE (IN) = 9.80'
*** AS BUILT INFORMATION
CATWALK BEAM BEARING ELEV.= 29.32'
AS BUILT INV. 48" HDPE (IN) = 9.00'
ACTUAL INV. 48" HDPE (IN) = 9.55'
*** AS BUILT INFORMATION
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