AMEND_0005_DRAWINGS.pdf

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Illinois River Basin, Dresden Island Lock, Grundy County, IL Upper Bulkhead Recesses
Solicitation number
W912EK19R0016
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Amendment 0005 Drawings

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AMEND_0006_DRAWING.pdf PDF
W912EK19R0016_AMENDMENT_0006.pdf PDF
20180807_DResden_W912EK19R0016_Pre-Bid_Sign-In_Sheet.pdf PDF
W912EK19R0016_AMEND_0005.pdf PDF
W912EK19R0016_Amendment_0004.pdf PDF
W912EK19R0016_AMEND_0003_DRAWINGS.pdf PDF
W912EK19R0016_Amendment_0003.pdf PDF
W912EK19R0016_Amendment_0002.pdf PDF
W912EK19R0016_Amendment_0002_BULKHEAD_Plan_Set.pdf PDF
W912EK19R0016_Amendment_0002_BUMPER_SYSTEM_Plan_Set.pdf PDF
W912EK19R0016_Amendment_0002_Drawings.pdf PDF
A22_-_Site_Visit_Attendees.pdf PDF
A22_-_W912EK19R0016_Amendment_0001.pdf PDF
A22_-_Reference_Drawings(a).pdf PDF
A22_-_Reference_Drawings(f).pdf PDF
A22_-_Plans_Volume_2_-_Machinery_Pit_Repairs(e).pdf PDF
A22_-_Plans_Volume_2_-_Machinery_Pit_Repairs(d).pdf PDF
A22_-_Plans_Volume_3_-_Upper_Guidewall_Repairs(c).pdf PDF
A22_-_Plans_Volume_3_-_Upper_Guidewall_Repairs(b).pdf PDF
A22_-_Plans_Volume_2_-_Machinery_Pit_Repairs(a).pdf PDF
A22_-_Reference_Drawings(d).pdf PDF
A22_-_Reference_Drawings(k-1).pdf PDF
A22_-_Reference_Drawings(h).pdf PDF
A22_-_Reference_Drawings(k-2).pdf PDF
A22_-_Plans_General(a).pdf PDF
A22_-_Reference_Drawings(j).pdf PDF
A22_-_Reference_Drawings(g).pdf PDF
A22_-_Reference_Drawings(i-1).pdf PDF
A22_-_Plans_General(d).pdf PDF
A22_-_Reference_Drawings(c).pdf PDF
A22_-_Plans_General(c).pdf PDF
A22_-_Reference_Drawings(l).pdf PDF
A22_-_Plans_Volume_2_-_Machinery_Pit_Repairs(b).pdf PDF
A22_-_Plans_Volume_3_-_Upper_Guidewall_Repairs(d).pdf PDF
A22_-_Plans_Volume_3_-_Upper_Guidewall_Repairs(a).pdf PDF
A22_-_Plans_Volume_1_-_Bulkhead_Recess(b).pdf PDF
A22_-_Reference_Drawings(e).pdf PDF
A22_-_Plans_Volume_2_-_Machinery_Pit_Repairs(c).pdf PDF
A22_-_Plans_Volume_1_-_Bulkhead_Recess(a).pdf PDF
A22_-_Reference_Drawings(b).pdf PDF
A22_-_Plans_General(b).pdf PDF
A22_-_W912EK19R0016.pdf PDF
A22_-_Reference_Drawings(i-2).pdf PDF
A14_-_Draft_Plans_Part_1.pdf PDF
A14_-_Draft_Plans_Part_4.pdf PDF
A14_-_Draft_Plans_Part_2.pdf PDF
A14_-_Draft_Plans_Part_3.pdf PDF
A14_-_Draft_Plans_Part_5.pdf PDF
A14_-_Draft_Specifications.pdf PDF
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OPERATIONS SUBMITAL PER SPEC SECTION 03 23 00

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GENERAL SHEET NOTES

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SHEET KEYNOTES

CONTRACTOR SHALL TENSION THIS ANCHOR TO 50,000 LBS.2.

CONTRACTOR SHALL TENSION THIS ANCHOR TO 90,000 LBS.1.

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6. CORING THROUGH THE TOP OF THE LOCKWALL IS ALLOWED

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5. ANCHORS SHALL BE TENSIONED BEFORE INSTALLING

4. THE TWO OUTSIDE ANCHORS SHALL BE TENSIONED FIRST.

GROUT HAS CURED. PRESSURE GROUTING NOT ALLOWED.

3. CONTRACTOR SHALL TENSION DEADMAN ANCHORS BEFORE

2. DEADMAN ANCHORS SHALL BE GROUTED IN POSITION.

ANCHORS.

1. CONTRACTOR SHALL CORE 4"Ø HOLES FOR DEADMAN

S-502

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®of Engineers

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SHEET ID

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B5IWLD04201902_VOL-I_A_S-310
B5IWLD04201902_VOLUME I - A_S-311.pdf
B5IWLD04201902_VOL-I_A_S-311
B5IWLD04201902_VOLUME I - A_S-312.pdf
B5IWLD04201902_VOL-I_A_S-312
B5IWLD04201902_VOLUME I - A_S-320.pdf
B5IWLD04201902_VOL-I_A_S-320
B5IWLD04201902_VOLUME I - A_S-321.pdf
B5IWLD04201902_VOL-I_A_S-321
B5IWLD04201902_VOLUME I - A_S-322.pdf
B5IWLD04201902_VOL-I_A_S-322
B5IWLD04201902_VOLUME I - A_S-310a.pdf
B5IWLD04201902_VOL-I_A_S-310
B5IWLD04201902_VOLUME I - A_S-311.pdf
B5IWLD04201902_VOL-I_A_S-311
B5IWLD04201902_VOLUME I - A_S-312.pdf
B5IWLD04201902_VOL-I_A_S-312
B5IWLD04201902_VOLUME I - A_S-320.pdf
B5IWLD04201902_VOL-I_A_S-320
B5IWLD04201902_VOLUME I - A_S-321.pdf
B5IWLD04201902_VOL-I_A_S-321
B5IWLD04201902_VOLUME I - A_S-322.pdf
B5IWLD04201902_VOL-I_A_S-322

File details come from the government source that posted it.