Reference_Drawings.pdf
PDF 18 MB Posted
- Attached to
- Montgomery Lock & Dam Gate Installation Federal contract opportunity
- Solicitation number
- W911WN-15-B-0004
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Reference Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| BIDRESULTS.pdf | ||
| LMOO_100_G-0086-A.pdf | ||
| 35_01_40.71.pdf | ||
| W911WN-15-B-0004-0001.pdf | ||
| Government_furnished_materials_reference_drawings.pdf | ||
| LMOO_100_G-0085-A.pdf | ||
| 01_35_00.00_08.pdf | ||
| Site_Visit_Attendees.pdf | ||
| Montgomery_Dam_Gate_Install_Contract_W911WN-15-B-0004.pdf | ||
| Certified_Final_Technical_Specifications.pdf | ||
| W911WN-15-B-0004.pdf |
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Text version
US ARMY CORPS
OF ENGINEERS
PITTSBURGH DISTRICT
PENNSYLVANIA
BEAVER COUNTY
MONTGOMERY LOCKS AND DAM
OHIO RIVER
REFERENCE DRAWINGS
CONTRACT
DAM GATE INSTALLATION
RFP No. W911WN-15-B-0004
CERTIFIED FINAL DOCUMENTS
MARCH 2015
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0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
PERCENT OF TIME EQUALED OR EXCEEDED
STAGE VERSUS DURATION
ST
A
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IN
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LOWER POOL GAGE
UPPER POOL GAGE
DISCHARGE IN CFS
UPPER POOL GAGE
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100,000 200,000 300,000 400,000 500,000 600,000
STAGE VERSUS DISCHARGE
GENERAL NOTES
1. STAGE VERSUS DURATION RELATIONSHIP
IS BASED ON USACE RECORDS AT MONTGOMERY
LOCKS AND DAM FOR WATER YEARS 1996 THROUGH
2006, INCLUSIVE.
2. STAGE VERSUS DISCHARGE RELATIONSHIP IS
BASED ON BACKWATER COMPUTATIONS, FLOW OVER
WEIR COMPUTATIONS, AND DATA FROM PHYSICAL
HYDRAULIC MODELS.
3. NORMAL UPPER POOL IS A STAGE OF 12.0
FEET AND AN ELEVATION OF 682.0 FEET NGVD29.
THE ZERO ELEVATION OF THE UPPER POOL
GAGE IS 670.0 FEET NGVD29.
4. NORMAL LOWER POOL IS A STAGE OF 12.0
FEET AND AN ELEVATION OF 664.5 FEET NGVD29.
THE ZERO ELEVATION OF THE LOWER POOL
GAGE IS 652.5 FEET NGVD29.
5. STAGE AND DISCHARGE RELATIONSHIPS ARE
PROVIDED FOR INFORMATION ONLY.
| Reference drawings |
| Cover Sheet Reference |
| 4689-AA-2 |
| 4689-AC-2 |
| 4689-AD-2 |
| 4689-AH-1 |
| 4689-AJ-2 |
| 4689-X-1 |
| 4689-Z-1 |
| A4477-1 |
| A4477-2 |
| A4477-3 |
| LMOO_V-6005 |
| O-LMO_4-3.2 |
| 0-LMO_40-2.2 |
| O-LMO_40-3.2 |
| 0-LMO_40-4.1 |
| O-LMO_40-5.1 |
| O-LMO_40-6.1 |
| 0-LMO_40-7.1 |
| 0-LMO_40-8.1 |
| O-LMO_40-9.1 |
| O-LMO_40-10.1 |
| 0-LMO_40-11.1 |
| 0-LMO_40-12.1 |
| O-LMO_40-16.1 |
| O-LMO_40-17 |
| O-LMO_40-18.1 |
| 0-LMO_40-19 |
| O-LMO_40-23 |
| 0-LMO_41-1 |
| 0-LMO_41-2.1 |
| O-LMO_41-3.1 |
| 0-LMO_41-4 |
| 0-LMO_41-5.1 |
| 0-LMO_50-1 |
| 0-LMO_50-2.1 |
| 0-LMO_50-3 |
| 0-LMO_50-4.1 |
| 0-LMO_50-5.1 |
| O-LMO_55-1.1 |
| 2 |
| O-LMO_56-01 |
| O-LMO_56-02.1 |
| O-LMO_56-03.1 |
| O-LMO_56-04 |
| O-LMO_56-05.2 |
| O-LMO_56-06.1 |
| O-LMO_56-07.2 |
| O-LMO_56-08.1 |
| O-LMO_56-10.2 |
| O-LMO_56-11.1 |
| O-LMO_56-12.1 |
| O-LMO_56-13.1 |
| G4475-300 |
| G4475-501 |
| G4475-501-01 |
| G4475-501-02 |
| G4475-501-03 |
| G4475-502 |
| G4475-502-01 |
| G4475-502-02 |
| G4475-503 |
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