Drawing_G-001_Amd_1.pdf
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- FY18 West Center Pier Bollard Replacement
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- W911XK18B0005
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SLC+051/RJ1346
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The code SLC+033/RJ1269 does not exist in the feature table
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ONTARIO CANADA
CHIPPEWA CO., MI
ANCHOR
ANCHOR
BEAM
BEAM
BEAM
ANCHOR
MONUMENT
CATWALK
T R
A C
K S
HANDRAIL
BEAM
DIRT PILE
DIRT PILE
CANADIAN FLAG
INTERNATIONAL LINE
c a t w a l k
AMERICAN FLAG
ONTARIO CANADA
CHIPPEWA CO., MI
ANCHOR
ANCHOR
BEAM
BEAM
BEAM
ANCHOR
MONUMENT
CATWALK
T R
A C
K S
HANDRAIL
BEAM
DIRT PILE
DIRT PILE
CANADIAN FLAG
INTERNATIONAL LINE
c a t w a l k
AMERICAN FLAG
ONTARIO CANADA
CHIPPEWA CO., MI
ANCHOR
ANCHOR
BEAM
BEAM
BEAM
ANCHOR
MONUMENT
CATWALK
T R
A C
K S
HANDRAIL
BEAM
DIRT PILE
DIRT PILE
CANADIAN FLAG
INTERNATIONAL LINE
c a t w a l k
AMERICAN FLAG
AE8006
AE8005 The code AE8005 does not exist in the feature table
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of Engineers
US Army Corps
THIER EMPLOYMENT AS REQUIRED BY ER 1110-1-8152
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF
SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS
THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF
PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE
WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH
NICHOLAS J. ZAGER P.E., CHIEF GEOTECH & STRUCTURES BRANCH
G-001
CONTRACT NO. :
ISSUE DATE:
W911XK-XX-X-XXXX
Detroit District
GENERAL NOTES
VICINITY MAP
C O
V E
R S
H E
E T
SOO LOCKS COMPLEX
G -0
A m d .d g n
MARIE STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES
FY18 WEST CENTER PIER BOLLARD REPLACEMENT
W911XK-18-B-0005SOLICITATION NO.:
07 MAY 2018
NICHOLAS J. ZAGER /S/
WILLIAM D. MERTE /S/
PHILLIP C. ROSS /S/
MARIE STRUM /S/
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CERTIFIED FINAL - READY TO ADVERTISE
Minnesota
Wisconsin
Illinois
Indiana Ohio
Michigan
Detroit Area Office
Duluth Area Office Sault Ste. Marie
Soo Locks Complex
Sault Ste. Marie, MI Soo Locks Facility Project Location.
N
Location Map
L ake H uron
La ke E rie
Lake Superior
L a k e M ic h ig a n
Kewaunee Area Office
WEST CENTER PIER
SOUTH WALL
PROJECT REPAIR AREA,
SCALE: 1' = 1000'
THE CONTRACTOR'S WORK PLAN.
PROPOSED METHOD FOR ANY ANTICIPATED DISTRIBUTION OF LOADS SHALL BE INCLUDED IN
CLAY CONDUIT LOCATED AT NORTH MONOLITH,SEE SHEET CU401. CONTRACTOR'S
THE WEST CENTER PIER CONCRETE MONOLITHS WILL NOT EXCEED 150 PSF, EXCEPT ON
DISTRIBUTED OVER THE SURFACE AREA SUCH THAT THE NET LOADING WITHIN 10 FEET OF
ALL SURCHARGE (DEAD LOAD AND LIVE LOAD) GREATER THAN 6,000 POUNDS SHALL BE 7.
WITH THE CURRENT DISPOSAL REGULATIONS AND THE PROJECT SPECIFICATIONS.
THE CONTRACTOR MUST DISPOSE OF EXCAVATED MATERIAL OFF-SITE IN ACCORDANCE 6.
MOORING BOLLARD SYSTEMS AND CONCRETE WALKWAY, WITHIN THE LIMITS SHOWN.
BOLLARD SYSTEMS, REMOVAL OF ABANDONED DUCT BANKS, INSTALLATION OF PROPOSED
WORK CONSISTS OF, BUT IS NOT LIMITED TO DEMOLITION OF EXISTING PAVED SURFACE AND 5.
LOADED AT ANY TIME DURING CONSTRUCTION.
CONTRACTOR MUST ENSURE THAT THE EXISTING CONCRETE CAP / MONOLITH IS NOT
ALL CONSTRUCTION MATERIALS TO BE STOCKPILED ALONG THE PIER SURFACE. THE 4.
ALL ITEMS SHOWN ARE EXISTING UNLESS OTHERWISE INDICATED.3.
ELEVATIONS SHOWN ARE IN FEET AND ARE REFERENCED TO CANAL DATUM.
ALL ELEVATIONS AND DIMENSIONS MUST BE VERIFIED IN THE FIELD BEFORE WORK BEGINS. 2.
SIGNIFICANCE OF THE COMPLEX DURING THE EXTENT OF WORK UNDER THIS CONTRACT.
PLACES. THE CONTRACTOR IS THEREFORE RESPONSIBLE FOR PROTECTING THE HISTORIC
THE SOO AREA OFFICE PROPERTY IS LISTED ON THE NATIONAL REGISTER OF HISTORIC 1.
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