Amendment 0001 SL_APPROACH_SS303.pdf
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- Solicitation number
- W911XK20R0003
About this file
This document provides details for a federal construction contract solicitation for upstream approach wall construction work at the Soo Lock Complex in Sault Ste. Marie, Michigan. The scope of work involves constructing upstream approach walls for the Soo Lock Complex and will have an intended start date within 30 days of contract award. The solicitation number is W911XK20R0003 and has no set-aside designation. The contract type will be firm-fixed price. The size standard for the applicable NAICS code 237990 (Other Heavy and Civil Engineering Construction) is $39.5 million. Interested parties should monitor the beta.SAM.gov website for solicitation amendments, responses to questions, and other updates. The primary point of contact for inquiries is Steve Hutchens of the US Army Corps of Engineers Detroit District.
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Text version
14'-0"
'-0
'-0
10'-0"
STONE
REQ'D ARMOR
REQ'D RIPRAP
REQ'D RIPRAP
TO BE PLACED BY OTHERS
REQ'D CORE STONE FILL
TO BE PLACED BY OTHERS
REQ'D CORE STONE FILL
TO BE PLACED BY OTHERS
REQ'D CORE STONE FILL
14'-0"
'-0
TO BE PLACED BY OTHERS
REQ'D CORE STONE FILL
STONE
REQ'D ARMOR
REQ'D RIPRAP
10'-0"
TO BE PLACED BY OTHERS
REQ'D CORE STONE FILL
14'-0"
10'-0"
REQ'D RIPRAP
VARIES
STONE, THICKNESS
REQ'D ARMOR
THICKNESS VARIES
REQ'D RIPRAP,
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SCALE: 1/8" = 1' 0 8'4' 16'SS115
A1 NWP BREAKWATER SECTION
NOTE: REFER TO SPECIFICATION SECTION 35 31 19 FOR STONE FILL, RIPRAP AND ARMOR STONE REQUIREMENTS
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SCALE: 1/8" = 1' 0 8'4' 16' E6
SCALE: 1/8" = 1' 0 8'4' 16'
NWP BREAKWATER SECTION NWP BREAKWATER SECTION
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NOTE: FOR DEPTHS LESS THAN APPROX 5.8FTNOTE: FOR DEPTHS RANGING BETWEEN 5.8FT TO 9.8 FT
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+6.2 = TOP OF BREAKWATER
EXISTING GRADE. VARIES
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+6.2 = TOP OF BREAKWATER
0.0 LWD = 600.4'
+6.2 = TOP OF BREAKWATER
EXISTING GRADE. VARIES
VARIES
GRADE.
EXISTING
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