20200625 Plans - Soo Water Safety Signs Certified Final - RTA Plans.pdf
PDF 4 MB Posted
- Attached to
- Waterway Signs Solicitation
- Solicitation number
- W911XK20B0015
About this file
This solicitation seeks bids for a waterway signs project located in Sault Ste. Marie, Michigan. The U.S. Army Corps of Engineers Detroit District requires construction services to furnish and install new water safety signs and sign frames at the Soo Locks, including Coast Guard day boards mounted on steel cased concrete piers drilled and cemented in place in the water, as well as an additional warning sign and frame installed on the Northwest Pier connected to a newly poured concrete block. The estimated price range for construction is $500,000 to $1 million. The project will use NAICS code 237990 with a size standard of $39.5 million. The government intends to issue a firm-fixed price contract determined by sealed bid in accordance with FAR Part 14. Final RFI questions and answers will be posted by amendment before the bid response date.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R P
F
E N
G I
N E
E R
S
D E
T R
O I
T
D
S T
R I
C T
I n c r e a s e r o f i t
S u b m i t
V
C P
S
V a l u n g i n e e r i g
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg7:51:45 AM 6/25/2020
...\Active Projects\OM-St Marys River, MI (465759) - Soo Water Safety Signs\3 - CADD\CAD_BIM\_Sheets\
R O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
D
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
D E
T R
O
IT
M I
M
IC
H
IG
A N A
V E of Engineers
US Army Corps
PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE
MARIE STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES
REQUIRED BY ER 1110-1-8152
PROJECTS DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS
REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND
THE PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF THE U.S.
TIMOTHY C. SMITH P.E., CHIEF GEOTECHNICAL & STRUCTURES BRANCH
C H
IP
P E
W A C
O U
N T
Y
CHIPPEWA COUNTY
S A
A
FEY
Y
T
P S
CORPS OF ENGINEERS
DETROIT DISTRICT
Increase Profit...Submit VECP'S
Value Engineering
G-001
C
V E
R S
H E
E T
S L
D E
T R
O
IT
D
IS
T R
IC
T
DETROIT DISTRICT
S T
M A
R Y R
IV
E R
S A
U L T S
T
M A
R
IE
M I
ST. MARY RIVER
W
X K -1
-C -0
W911XK-118-C-0000
S O
O W
A T
E R S
A F
E T
Y S
IG
N S
SOO WATER SAFETY SIGNS
S L -W
S S
G -0
.d g n
S
H
IL
L
P
R O
S S
J
U N
E
25 JUNE 2020
J
C A
R R
W911XK20B0015
W
X K
B
ALEX JIMINEZ P.E., CHIEF COST & GENERAL ENGINEERING BRANCH
OHIOINDIANA
ILLINOIS
MICHIGAN
WISCONSIN
MINNESOTA
LOCATION MAP
AREA OFFICE
DULUTH
SOO LOCKS COMPLEX
SAULT STE MARIE
LA
K E
ERIE
L A
K E
M
IC
H
IG
A N
OFFICE
DETROIT AREA
SAULT STE. MARIE, MICHIGAN
SOO LOCK FACILITY
PROJECT LOCATION,
REP
ROI
UAL
SEK
U H
R N
L
K A
AREA OFFICE
GRAND HAVEN
BRIMLEY
RIVER
ST. MARY'S
BAY
WHITEFISH
GEORGE
LAKE
LAKE SUPERIOR
M
IC
H
IG
A N
O N
T A
R
IO
M
IC
H
IG
A N
O N T A R
IO
SAULT STE. MARIE, MICHIGAN
SOO LOCK FACILITY
PROJECT LOCATION,
VICINITY MAP
N
ISLAND
SUGAR
WHITEFISH ISLAND
EDISON
SAULT
ELECTRIC CO POWER
MICHIGAN
SAULT STE. MARIE
PORTAGE AVENUE EMELINE ST
GROS CAP AVE
T R
E M
P E
S G
R A
N D
SPRUCE ST
RIDGE ST
ARLINGTON ST
PORTAGE AVE
MAPLE ST
SPRUCE ST
A S
H M
U M S
T
J O
H N S
T O
N S
T
NORTHWEST PIER
SOUTHEAST PIER
SABIN LOCK
DAVIS LOCK
POE LOCK
MAC ARTHUR LOCK
NORTHEAST PIER
PIER
EAST CENTER
C A N
A L
W
ATER ST
SOUTHWEST PIER
WEST CENTER PIER
NORTH DIKE
CENTER DIKE
PLANT
U.S. POWER
SUBSTATION
ONTARIO, CANADA
SAULT STE. MARIE
ST. MARYS RIVER
M
IC
H
IG
AN
O N
TAR
IO
H
IG
H W
A Y B
R
ID
G E
IN
T
E R
N A
T
IO
N A
L
IN
T
E R
N A
T
IO
N A
L R
R B
R
ID
G E
POW
ER PLANT
ELECTRIC
EDISON SAULT
B
IN
G H
A M A
V E
M A
G A
Z
IN
E S
T
F O
R T S
T
N
PROJECT MAP
NORTHWEST PIER
RAPIDS APPROACH &
PROJECT AREA
NORTH CANAL
SOUTH CANAL
SAULT ST. MARIE, MI
P
R O
S S
CERTIFIED FINAL - READY TO ADVERTISE
TIMOTHY C. SMITH /S/
ALEX JIMINEZ /S/
PHILLIP C. ROSS /S/
MARIE STRUM /S/
GRID SPACE DETAIL IS LOCATED
SHEET ID, DETAIL IS ON
DETAIL CALL OUT
NOTES SPECIFIC TO THIS TITLE
SHEET ID THE DETAIL OR SECTION IS BEING CALLED FROM
LOCATION ON THE GRID THE TITLE ITEM IS
TEXT SCALE
TITLE OF DETAIL, PLAN OR SECTION
GRAPHIC SCALE
NORTH ARROW OF TITLE ITEM
PAPER NORTH
TRUE NORTH
GRID SPACE SECTION IS LOCATED
SHEET ID, SECTION IS ON SECTION CALL OUT
DIRECTION OF SECTION CUT
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg7:52:51 AM 6/25/2020
...\Active Projects\OM-St Marys River, MI (465759) - Soo Water Safety Signs\3 - CADD\CAD_BIM\_Sheets\
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
G-002
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
IC
T
G E
N E
R A
L I
N F
O R
M A
T
IO
N
TITLE
X#XX###
X#
SCALE: 1"=1'
1. TITLE SPECIFIC NOTES
NOTE:
N
0 1' 2'6"
TEXT SCALE
S O
O W
A T
E R S
A F
E T
Y S
IG
N S
S T
M A
R Y R
IV
E R
S A
U L T S
T
M A
R
IE
M I
C H
IP
P E
W A C
O U
N T
Y
W
X K -1
-C -0
S L
P
R O
S S
S
H
IL
L
J
C A
R R
J
U N
E
S L -W
S S
G -0
.d g n
W
X K
B
RX1250XC SMART ROVER GPS RECEIVER.
(IGLD 85). HORIZONTAL POSITIONING IS DETERMINED USING A LEICA
ELEVATIONS ARE REFERRED TO INTERNATIONAL GREAT LAKES DATUM 1985 3.
U.S. SURVEY FEET.
(2111). NORTH AMERICAN DATUM (NAD83). ALL COORDINATES SHOWN ARE IN
COORDINATE SYSTEM, LAMBERT PROJECTION, MICHIGAN NORTH ZONE
GRID COORDINATES ARE BASED ON THE MICHIGAN STATE PLANE 2.
INDICATING THE GENERAL CONDITIONS PRESENT AT THAT TIME.
SURVEYS MADE IN NOVEMBER 2017 AND CAN ONLY BE CONSIDERED AS
THE INFORMATION DEPICTED ON THE PLANS REPRESENT THE RESULTS OF 1.
GENERAL SURVEY NOTES (N.W. PIER ON LAND)
ABBREVIATIONS
UNITED STATES COAST GUARDU.S.C.G.
TYPICALTYP
MINIMUMMIN.
LOW WATER DATUMLWD
DIAMETERDIA.
CENTER TO CENTERC/C
P
R O
S S
APPLANTIC MARINE POS/MV 5.0
CORRECTION SELECTION. THE GPS RECIEVER IS MANUFACTURED BY
CLOSEST BASE STATION IS USED AS THE DETERMING FACTOR IN
MICHIGAN CONTINOUSLY OPERATING REFERECNCE SYSTEM (CORS). THE
GLOBAL POSITIONING SYSTEM (RTK). CORRECTIONS ARE PROVIDED BY THE
HORIZONTAL POSITIONING IS DETERMINED USING REAL TIME KINETIC 4.
FROM AN AUTOMATED GAUGE LOCATED AT THE SOUTHWEST PIER
WATER LEVEL AT POINT RIMOUSKI, QUEBEC. WATER LEVEL READINGS ARE
DATUM 1985 (IGLD85) LOW WATER DATUM IS 600.4 FEET ABOVE MEAN
ELEVATION AND DETAILS ARE REFERRED TO INTERNATIONAL GREAT LAKES 3.
U.S. SURVEY FEET.
(2111). NORTH AMERICAN DATUM (NAD83). ALL COORDINATES SHOWN ARE IN
COORDINATE SYSTEM, LAMBERT PROJECTION, MICHIGAN NORTH ZONE
GRID COORDINATES ARE BASED ON THE MICHIGAN STATE PLANE 2.
INDICATING THE GENERAL CONDITIONS PRESENT AT THAT TIME.
SURVEY MADE ON 27 APRIL 2020 AND CAN ONLY BE CONSIDERED AS
THE INFORMATION DEPICTED ON THE PLANS REPRESENT THE RESULTS OF A 1.
GENERAL SURVEY NOTES (WATERWAY SIGNS)
APPLANTIC MARINE POS/MV 5.0
CORRECTION SELECTION. THE GPS RECIEVER IS MANUFACTURED BY
CLOSEST BASE STATION IS USED AS THE DETERMING FACTOR IN
MICHIGAN CONTINOUSLY OPERATING REFERECNCE SYSTEM (CORS). THE
GLOBAL POSITIONING SYSTEM (RTK). CORRECTIONS ARE PROVIDED BY THE
HORIZONTAL POSITIONING IS DETERMINED USING REAL TIME KINETIC 4.
FROM AN AUTOMATED GAUGE LOCATED AT THE SOUTHWEST PIER
WATER LEVEL AT POINT RIMOUSKI, QUEBEC. WATER LEVEL READINGS ARE
DATUM 1985 (IGLD85) LOW WATER DATUM IS 600.4 FEET ABOVE MEAN
ELEVATION AND DETAILS ARE REFERRED TO INTERNATIONAL GREAT LAKES 3.
U.S. SURVEY FEET.
(2111). NORTH AMERICAN DATUM (NAD83). ALL COORDINATES SHOWN ARE IN
COORDINATE SYSTEM, LAMBERT PROJECTION, MICHIGAN NORTH ZONE
GRID COORDINATES ARE BASED ON THE MICHIGAN STATE PLANE 2.
INDICATING THE GENERAL CONDITIONS PRESENT AT THAT TIME.
SURVEY MADE ON 05 MAY 2019 AND CAN ONLY BE CONSIDERED AS
THE INFORMATION DEPICTED ON THE PLANS REPRESENT THE RESULTS OF A 1.
GENERAL SURVEY NOTES (N.W. PIER IN WATER)
CERTIFIED FINAL - READY TO ADVERTISE
X-###
X#
X-3##
X#
X-5##
X#
REQUIRED SLOPE
APPROX 637.5' ELEVATION
END OF EXCAVATION
TERRAIN TO BE EXCAVATED
26'
613.0' ELEVATION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
.9
.9
.0
.0
.1
.1
.2
.2
605.0
605.0
.0
610.0 610.0
.0
.3
.3
.0
.0
.2
.2
.9
.9
.5
.5
615.0
615.0
.0
.2
.2
.3
.3
.6
.6
.2
.2
.4
.4
.6
.6
.7
.7
.2
.2 ' 6
.4
.4
.5
.5
.1
.1
.6
.6
.2
.2
620.0
620.0
.0
.6
.6
.7
.7
.9
.9
625.0
625.
.0
630.0
.0
635.0 635.0
.3
.3
.4
.4
.5
.5
.6
.6
.7
.7
.4
.4
.7
.7
.9
.9
.4
.4
32.6 32.6 32.5 32.4 32.3 32.2 32.1
31.9 31.7 31.7
31.6
31.4
31.4 31.3
31.3
31.2 31.1
31.1 31.1
30.9
30.9 30.9 30.9
30.7
30.5
30.5
30.5
30.5
30.4
30.4 30.3
30.3 30.3
30.3
30.1
30.1
30.1
30.0
29.8 29.8
29.8
29.8
29.4
29.4 29.3
29.1 2 8.9
28.7
28.0
28.0
27.7
27.7
27.6
27.6
27.5 27.4
27.3
27.3
27.2
27.0
26.9
26.6
26.5 26.3
25.9
25.9
24.9
24.6
24.5 24.4
24.4
24.3
24.0
24.0
23.2
23.2
23.1
23.1
22.7
22.4
21.8
21.3
21.3
21.2
21.0
20.8
19.4
19.2
19.2
19.1
18.2
18.2
18.1
18.0
17.9
17.4
17.3
17.2
17.1
16.7
16.6
16.2 16.2
15.5
15.5
15.2
14.9
14.3
14.0
13.0
12.9
12.9
12.4
12.2
11.9
11.8
11.5
11.3
10.6
10.4
10.3
10.0
9.8
9.7
9.6
8.9
8.8
8.5
8.4
8.0
8.0
7.9
7.7 7.6
7.5
7.4
6.9
6.3
6.3
6.1
6.06.0
5.9
5.95.8
5.7
5.6
5.6
5.4
5.35.3
5.2
5.2
5.25.2
5.1
5.1
5.0
5.0
5.05.0
4.8
4.7
4.54.5
4.4
4.3
4.1
4.0
3.9 3.83.7
.9
.9
.0
.0
.1
.1
.2
.2
605.0
605.0
.0
610.0 610.0
.0
.3
.3
.0
.0
.2
.2
.9
.9
.5
.5
615.0
615.0
.0
.2
.2
.3
.3
.6
.6
.2
.2
.4
.4
.6
.6
.7
.7
.2
.2 ' 6
.4
.4
.5
.5
.1
.1
.6
.6
.2
.2
620.0
620.0
.0
.6
.6
.7
.7
.9
.9
625.0
625.
.0
630.0
.0
635.0 635.0
.3
.3
.4
.4
.5
.5
.6
.6
.7
.7
.4
.4
.7
.7
.9
.9
.4
.4
32.6 32.6 32.5 32.4 32.3 32.2 32.1
31.9 31.7 31.7
31.6
31.4
31.4 31.3
31.3
31.2 31.1
31.1 31.1
30.9
30.9 30.9 30.9
30.7
30.5
30.5
30.5
30.5
30.4
30.4 30.3
30.3 30.3
30.3
30.1
30.1
30.1
30.0
29.8 29.8
29.8
29.8
29.4
29.4 29.3
29.1 2 8.9
28.7
28.4
28.0
28.0
27.7
27.7
27.6
27.6
27.5 27.4
27.3
27.3
27.2
27.0
26.9
26.6
26.5 26.3
25.9
25.9
24.9
24.9
24.6
24.5 24.4
24.4
24.3
24.0
24.0
23.2
23.2
23.1
23.1
22.7
22.4
21.8
21.3
21.3
21.2
21.0
20.8
19.4
19.2
19.2
19.1
18.2
18.2
18.1
18.0
17.9
17.4
17.3
17.2
17.1
16.7
16.6
16.2 16.2
15.5
15.5
15.2
14.9
14.3
14.0
13.0
12.9
12.9
12.4
12.2
11.9
11.8
11.5
11.3
10.6
10.4
10.3
10.0
9.8
9.7
9.6
8.9
8.8
8.5
8.4
8.0
8.0
7.9
7.7 7.6
7.5
7.4
6.9
6.3
6.3
6.1
6.06.0
5.9
5.95.8
5.7
5.6
5.6
5.4
5.35.3
5.2
5.2
5.25.2
5.1
5.1
5.0
5.0
5.05.0
4.8
4.7
4.54.5
4.4
4.3
4.1
4.0
3.9 3.83.7
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg7:54:14 AM 6/25/2020
...\Active Projects\OM-St Marys River, MI (465759) - Soo Water Safety Signs\3 - CADD\CAD_BIM\_Sheets\
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
D
V-100
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
IC
T
C H
IP
P E
W A C
O U
N T
Y
W
X K -1
-C -0
S T
M A
R Y R
IV
E R
S A
U L T S
T
M A
R
IE
M I
S O
O W
A T
E R S
A F
E T
Y S
IG
N S
S L -W
S S
V -1
.d g n
N
P
R O
S S
S
H
IL
L
J
C A
R R
J
U N
E
E X
IS
T
IN
G C
O N
D
IT
IO
N S E
X C
A V
A T
IO
N O
F
A6
SCALE: 1"=20'
E6
20' 40'0SCALE: 1'=20'
A1
SCALE: 1"=20'
N O
R T
H W
E S
T P
IE
R
EXCAVATION SECTION
2.5
SLOPE
W
X K
B
LEGEND
REQUIRED CUT AREA
REQUIRED FILL AREA
20' 40'020' 40'0
P
R O
S S
SEE SHEET CN101 FOR WARNING SIGN GRADING PLAN5.
NO VEHICLE LOAD TO BE PLACED ON THE SLOPE4.
THE DEPTH OF WATER 20 FT FROM THE SHORE LINE IS APPROX 4 FT L.W.D. 3.
ON THE SLOPE
TAKE PLACE FROM PLATFORM AS LONG AS NO MACHINERY LOAD IS PLACED
FROM WATER VIA BARGE. ONCE COMPLETED REMAINDER OF WORK MAY
EXCAVATION OF BENCHED PLATFORM AREA IS EXPECTED TO TAKE PLACE 2.
PARAGRAPH 3.6 OF SPEC SECTION 31 00 00.
MATERIAL SHALL BE REMOVED FROM THE WORK AREA AS SPECIFIED IN
EXCAVATION MATERIAL SHALL BE USED FOR FILL AREAS, ALL EXCESS 1.
GENERAL SHEET NOTES
EXISTING WARNING SIGN LOCATION TERRAIN NW PIERREQUIRED WARNING SIGN LOCATION SOIL REMOVAL
CERTIFIED FINAL - READY TO ADVERTISE
V-100
E6
V-100
E6
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
D
D D
D
D
D
D
D
D CB
D
D
D
D
D
D
CB
D
D
D
D
D
D
CB
CB
CB
D
D
D
D
D
D
D
D
D
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB
D
D
D
D
CB
CB
CB
CB
D D D D
D
CB
D
CB
CB
CB
CB
D
D
D
CB
D
CB
D
CB
CB
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
CB
D
D
D
D
D
D
D
D
D
D
D
D
D
D
C B
D
D
D
D
CB
CB
DD
D
D
D
D
D
D
D
D
C B
D
D
D
C B
C B
D
D
C B
C B
C B
C B
CB
D D
D
D
D
D
CB
CB
C B
C B
C B
C B
C B
C B
C B
C B
C B
D
C B
C B
CB
C B
C B
C B
C B
C B
C B
C B
CB
C B
CB
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
D
D
D
CB
D
D
D
D
D
D
D D
D
D
D
D
D
D
D
D
D
D
CB
CB
D
D D
D
CB
CB
CB
CB
CB
CB
CB
CB
D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D D
D
D
D
D
D
D CB
D
D
D
D
D
D
CB
D
D
D
D
D
D
CB
CB
CB
D
D
D
D
D
D
D
D
D
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB
D
D
D
D
CB
CB
CB
CB
D D D D
D
CB
D
CB
CB
CB
CB
D
D
D
CB
D
CB
D
CB
CB
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
CB
D
D
D
D
D
D
D
D
D
D
D
D
D
D
C B
D
D
D
D
CB
CB
DD
D
D
D
D
D
D
D
D
C B
D
D
D
C B
C B
D
D
C B
C B
C B
C B
CB
D D
D
D
D
D
CB
CB
C B
C B
C B
C B
C B
C B
C B
C B
C B
D
C B
C B
CB
C B
C B
C B
C B
C B
C B
C B
CB
C B
CB
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
D
D
D
CB
D
D
D
D
D
D
D D
D
D
D
D
D
D
D
D
D
D
CB
CB
D
D D
D
CB
CB
CB
CB
CB
CB
CB
CB
D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D D
D
D
D
D
D
D CB
D
D
D
D
D
D
CB
D
D
D
D
D
D
CB
CB
CB
D
D
D
D
D
D
D
D
D
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB
D
D
D
D
CB
CB
CB
CB
D D D D
D
CB
D
CB
CB
CB
CB
D
D
D
CB
D
CB
D
CB
CB
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
CB
D
D
D
D
D
D
D
D
D
D
D
D
D
D
C B
D
D
D
D
CB
CB
DD
D
D
D
D
D
D
D
D
C B
D
D
D
C B
C B
D
D
C B
C B
C B
C B
CB
D D
D
D
D
D
CB
CB
C B
C B
C B
C B
C B
C B
C B
C B
C B
D
C B
C B
CB
C B
C B
C B
C B
C B
C B
C B
CB
C B
CB
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
D
D
D
CB
D
D
D
D
D
D
D D
D
D
D
D
D
D
D
D
D
D
CB
CB
D
D D
D
CB
CB
CB
CB
CB
CB
CB
CB
D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
SLC+018
SLC+033/RJ1269
SLC+051/RJ1346
The code SLC+018 does not exist in the feature table
The code SLC+033/RJ1269 does not exist in the feature table
The code SLC+051/RJ1346 does not exist in the feature table
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
AE8005
AE8006
CP
606607
The code AE8005 does not exist in the feature table
3+0
4+0
5+0
6+0
7+0
8+0
9+0
10+
11+0
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
43+00 44+00
45+00 46+00
47+00 48+00
49+00 50+00
51+00 52+00
53+00 54+00
55+00 56+00
57+00 58+00
59+00
60+00
61+00
62+00 62+89.68
0+00 1+00
2+00 3+00
4+00 5+00
6+00 7+00
8+00 9+00
10+00 11+00
12+00 13+00
14+00 15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00 25+00
26+00 27+00
28+00 29+00
30+00
31+00
32+00
33+0033+21.67
0+001+002+003+004+005+006+007+008+009+0010+0011+00 12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
23+85
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+0017+00 18+00
19+00
20+00
20+96.95
DAM AHEAD
Dam
Warning
Ahead
DAM AHEAD
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg7:39:16 AM 6/25/2020
...\Active Projects\OM-St Marys River, MI (465759) - Soo Water Safety Signs\3 - CADD\CAD_BIM\_Sheets\
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
D
CN100
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
IC
T
C H
IP
P E
W A C
O U
N T
Y
W
X K -1
-C -0
S T
M A
R Y R
IV
E R
S A
U L T S
T
M A
R
IE
M I
S O
O W
A T
E R S
A F
E T
Y S
IG
N S
S L -W
S S
C N
.d
A1
SCALE: 1" = 400'
N
LEGEND
RESTRICTED AREA - NO BOATS
P
R O
S S
S
H
IL
L
J
C A
R R
J
U N
E
800'0 400'
S
IG
N L
O C
A T
IO
N W
A T
E R S
A F
E T
Y A
R E
A P
L A
N
TWO SIGNS
EACH
FOR ENLARGED PLANS OF SIGNS SEE SHEET CN5032.
ACCURACY SURVEYED WORK.
BASE MAP IS LOW RESOLUTION GRAPHIC AND NOT INTENDED FOR HIGH 1.
GENERAL SHEET NOTES
W
X K
B
COMPENSATING WORKS
WHITEFISH ISLAND (ON.)
POWER PLANT
SABIN LOCK
DAVIS LOCK
POE LOCK
MACARTHUR LOCK
SOUTH LOWER APPROACH
NORTH LOWER APPROACH
NORTH UPPER APPROACH
SOUTH UPPER APPROACH
NORTHEAST PIER
NORTHWEST PIER
O N
TA
R
IO
M
IC
H
IG
A N
MICHIGAN
ONTARIO
21 20
638370.25
638345.96
637981.48
638304.43
638700.19
638718.40
638720.82
638392.06
639493.47
639390.99
639461.74
639582.72
639539.95
638656.97
638886.47
639071.09
638476.97
26907184.00
26906138.97
26909136.84
26908498.42
26907935.95
26906124.96
26906568.37
26909786.97
26912792.50
26912135.32
26910545.73
26910831.69
26912610.62
26913210.84
26910805.83
26911078.82
621.33
618.02
606.65
605.71
618.08
614.25
619.78
606.48
605.77
617.69
618.79
619.61
618.51
609.22
590.29
708.69
606.57
CONTROL POINTS
CONTROL POINT TABLE U.S. SURVEY FEET
POINT NORTHING EASTING
26911432.95
ELEVATION
P
R O
S S
SOO LOCK COMPLEX SAFETY SIGN LOCATIONS
CERTIFIED FINAL - READY TO ADVERTISE
CN101
D6
CN101
A6
CN101
F6
CN101
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i n g
.9
.9
.0
.0
.1
.1
.2
.2
605.0
605.0
605.0
.0
610.0
610.0 610.0
.0
.3
.3
.0
.0
.2
.2
.9
.9
615.0
615.0
615.0
.0
3.
5.
0.
5.
5.
0.
7.
3.
.2
.2
.3
.3
.6
.6
.2
.2
.4
.4
.6
.6
.7
.7
.2
.2 ' 6
.4
.4
.5
.5
.5
.5
.1
.1
.1
.1
.6
.6
.2
.2
.8
.8
620.0
620.0
620.0
.0
.6
.6
.0
.0
.7
.7
.9
.9
.3
.3
625.0
625.
.0
.3
.3
630.0
630.0
.0
635.0 635.0
.5
.5
.6
.6
.7
.7
.4
.4
.5
.5
.7
.7
.8
.8
.9
.9
.1
.1
.8
.8
.9
.9
605.0605.0
605.0
.2
.2
.2
.2
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg7:40:33 AM 6/25/2020
...\Active Projects\OM-St Marys River, MI (465759) - Soo Water Safety Signs\3 - CADD\CAD_BIM\_Sheets\
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
D
CN101
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
IC
T
C H
IP
P E
W A C
O U
N T
Y
W
X K -1
-C -0
S T
M A
R Y R
IV
E R
S A
U L T S
T
M A
R
IE
M I
S O
O W
A T
E R S
A F
E T
Y S
IG
N S
S L -W
S S
C N
.d
R O
S S
S
H
IL
L
J
C A
R R
J
U N
E
F6
D6
A6
RAPIDS APPROACH NORTH USCG DAYBOARD SIGN
RAPIDS APPROACH CENTER DAYBOARD SIGN
RAPIDS APPROACH SOUTH DAYBOARD SIGN
GENERAL SHEET NOTES
20' 40'0
20' 40'0
20' 40'0SCALE: 1" = 20'
SCALE: 1" = 20'
SCALE: 1" = 20'
R E
Q U
IR
E D S
IG
N P
L A
N S
A1
N
20' 40'0
-10
-15
-20
-15
-10
-10'
-10'
-5'
-15'
-20'
-5'
-10' -5'
SIGN DETAILS ON SHEET CN5032.
STRUCTUAL FRAME DETAILS LOCATED ON SHEETS CN501 & CN5021.
REQUIRED WARNING SIGN GRADING PLAN
SCALE: 1" = 20'
W
X K
B
REQUIRED RE-SLOPED AREA
REQUIRED BENCH FOR SIGN BASE
WORK AREA LIMITS OF UPSTREAM DEEPENING PROJECT
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
REQUIRED MINOR CONTOUR
REQUIRED MAJOR CONTOUR
CN501
A8
CN501
A8
CN501
D4
CN501
A8
P
R O
S S
CERTIFIED FINAL - READY TO ADVERTISE
CN200
A8
CN200
C8
CN200
E8
C N
0A
3'-0"
3'-0"
2'-0"
5' MIN ROCK SOCKET
5' MIN ROCK SOCKET
5' MIN ROCK SOCKET
2'-0"
3'-0"
9'-0"11'-0"6'-0"
26'-0"
APPROX 637.5' ELEVATION
END OF RE-SLOPED SECTION
REQUIRED WARNING SIGN
613.0' ELEVATION
REQUIRED CONC. SIGN BASE
613.0' ELEVATION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
7:41:47 AM 6/25/2020
...\Active Projects\OM-St Marys River, MI (465759) - Soo Water Safety Signs\3 - CADD\CAD_BIM\_Sheets\
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
CN200
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
IC
T
S O
O W
A T
E R S
A F
E T
Y S
IG
N S
S T
M A
R Y R
IV
E R
S A
U L T S
T
M A
R
IE
M I
C H
IP
P E
W A C
O U
N T
Y
W
X K -1
-C -0
S L
P
R O
S S
S
H
IL
L
J
C A
R R
J
U N
E
S L -W
S S
C N
.d g
E8
SCALE: 1"=10'
C8
A8
10' 20'0
10' 20'0
R E
Q U
IR
E D S
IG
N E
L E
V A
T
IO
N S
A2
2.5
RESTRICTED SIGN PROFILE
SCALE: 1'=10'
SOUTHERN DAYBOARD SIGN ELEVATION
CENTER DAYBOARD SIGN ELEVATION
NORTHERN DAYBOARD SIGN ELEVATION
10' 20'0
10' 20'0
W
X K
B
P
R O
S S
THE INFORMATION ON THIS SHEET DEPICTS GENERAL SITE CONDITIONS2.
PIERS AND DRILLED SHAFT CONSTRUCTION
SEE SPEC SECTION 31 63 29 FOR REQUIREMENTS FOR STEEL CASED CONCRETE 1.
GENERAL SHEET NOTES
SLOPE
+0'0" LWD = 600.4 IGLD85
+0'0" LWD = 600.4 IGLD85
+0'0" LWD = 600.4 IGLD85
CERTIFIED FINAL - READY TO ADVERTISE
"8 77 1'-3" "8
14'-1
"8 53'-82
7'-6"7'-6"
"4 119'-8
20'-0"
6'-0"
10' 0"
2'-0"
W14X53
W14X53
W14X53
L 4"X4"X3/8"
L 4"X4"X3/8"
L 4"X4"X3/8" L 4"X4"X3/8"
L 4"X4"X3/8"
L 4"X4"X3/8"
L 4"X4"X3/8"
2' DIA. STEEL PILE
2' DIA. STEEL PILE
C15X33.9
C15X33.9 C15X33.9
C15X33.9
C15X33.9
WARNING SIGN
SIGN PANEL
RESTRICTED DAYBOARD
2' DIA. STEEL PILE
2' DIA. STEEL PILE
CONCRETE
2' DIA. STEEL PILE
CONCRETE
L 4"X4"X3/8" SEAT ANGLE
SEAT ANGLE
L 4"X4"X3/8"
SIGN PANEL
DAYBOARD
RESTRICTED
1"
6'-0"
REQUIRED CONCRETE FOOTING
REQUIRED CONCRETE FOOTING
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg7:44:16 AM 6/25/2020
...\Active Projects\OM-St Marys River, MI (465759) - Soo Water Safety Signs\3 - CADD\CAD_BIM\_Sheets\
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
CN501
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
IC
T
S O
O W
A T
E R S
A F
E T
Y S
IG
N S
S T
M A
R Y R
IV
E R
S A
U L T S
T
M A
R
IE
M I
C H
IP
P E
W A C
O U
N T
Y
W
X K -1
-C -0
S L
P
R O
S S
S
H
IL
L
J
C A
R R
J
U N
E
S L -W
S S
C N
.d g
A8
0 2' 4'1'SCALE: 1/2" = 1'0"
D1
SCALE: 1/2"=1'0" 0 2' 4'1' 0 2' 4'1'A6
0 2' 4'1'A4
D7
D4
SCALE: 1/4"=1'SCALE: 1/4"=1'
SCALE: 1/2"=1'SCALE: 1/2"=1'
0 4' 8'2'0 4' 8'2'
SINGLE SIGN DAYBOARD PROFILE
WARNING SIGN SECTION
DOUBLE DAYBOARD SIGN FRAME PROFILE DAYBOARD SIGN FRAME PLANS
0 4' 8'2'SCALE: 1/4"=1'
1/4"TO PILE
CHANNEL
W
X K
B
WARNING SIGN FRAME PLAN VIEWWARNING SIGN FRAME PROFILE
DAYBOARD SIGN FRAME SECTION
R E
Q U
IR
E D S
IG
N S
T R
U C
T U
A L P
L A
N A
N D S
E C
T
IO
N S
P
R O
S S
PERMITTED
ALL WELDS SHALL BE COMPLETED IN THE SHOP, FIELD WELDING IS NOT 6.
WRAP ALL WELDS TO PREVENT TRAPPING EXCESS WATER5.
BOLT DIAMETER.
HOLES FOR ALL BOLTS AND ANCHOR BOLTS SHALL BE 1/16" LARGER THAN 4.
ACCORDANCE WITH SPEC SECTION 05 12 00
ALL STRUCTURAL STEEL SHALL BE HOT DIPPED GALVANIZED IN 3.
ALL STEEL PLATES SHALL BE ASTM A572 GRADE 50 STEEL.2.
SECTION 05 12 00.
A572 GRADE 50 , EXCEPT ANGLES SHALL BE ASTM A36 STEEL. SEE SPEC
ALL STRUCTUAL STEEL SHAPES SHALL BE ASTM A992 GRADE 50 OR ASTM 1.
GENERAL SHEET NOTES
CERTIFIED FINAL - READY TO ADVERTISE
CN502
F4
CN502
D4
CN502
D1
CN502
A3
CN502
A1
CN502
A6
10'-0"
4"
#8 BARS @ 12' C/C
1'-2"
8"2"
THROUGH SAND LAYER
REQUIRED TEMPORARY CASING
2' DIA STEEL CASED CONCRETE PILE
ROCK LAYER
SIGN PANEL
BACKING PLATE
MINIMUM 1/8" THICK ALUMINUM
3"4"4"3"
1'-2"
C15 X 33.9
SEAT ANGLE
L4" X 4" X 3/8"
BOLT ASSEMBLY
5/8" STAINLESS STEEL
SEAT ANGLE
L4" X 4" X 3/8"
BOLT ASSEMBLY
5/8" STAINLESS STEEL
W14X53
#8 BARS @ 12' C/C
BOLT TYPICAL ALL 4 CORNERS
5/8" STAINLESS STEEL CONNECTING
NUT AND WASHER
1/4" ALUMINUM WELDED STUDS W/ STAINLESS STEEL
1 1/2" PLATE
1 1/4" DIA. ANCHOR BOLT
W14X53
STAINLESS STEEL NUT AND WASHER
1/4" ALUMINUM WELDED STUDS W/
STAINLESS STEEL NUT AND WASHER
1/4" ALUMINUM WELDED STUDS W/
SIGN PANEL
SEAT ANGLE
L4" X 4" X 3/8"
L4" X 4" X 3/8"
5/8" STAINLESS STEEL BOLT ASSEMBLY
SURROUNDING PILE
REQUIRED CONCRETE
HEX ANCHOR BOLT
1 1/4" STAINLESS STEEL HEAVY
LEVELING NUT
1 1/2" BASE PLATE
W 14X53
PLATE
GROUT UNDER BASE
PLACE NON SHRINK
W14X53
3'-0"
2'-0"
3" COVER
10 #8 BARS WITH
2' DIA. STEEL PILE
2'-0"
4"
C 15X33.9 STEEL SECTION
2' DIA. STEEL POLE
SIGN PANEL
STAINLESS STEEL NUT AND WASHER
1/4" ALUMINUM WELDED STUDS W/
5/8" STAINLESS STEEL BOLT ASSEMBLY
L4" X 4" X 3/8"
SEAT ANGLE
L4" X 4" X 3/8"
M
IN
E
M B
E D
M E
N T
12" C/C
6"
/2
M A
X
1 S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg7:47:00 AM 6/25/2020
...\Active Projects\OM-St Marys River, MI (465759) - Soo Water Safety Signs\3 - CADD\CAD_BIM\_Sheets\
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
CN502
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
IC
T
S O
O W
A T
E R S
A F
E T
Y S
IG
N S
S T
M A
R Y R
IV
E R
S A
U L T S
T
M A
R
IE
M I
C H
IP
P E
W A C
O U
N T
Y
W
X K -1
-C -0
S L
P
R O
S S
S
H
IL
L
J
C A
R R
J
U N
E
S L -W
S S
C N
.d g
D1
F1
SCALE: 1/2"=1'0" 0 2' 4'1' D7
D4
F4
SCALE: 1"=1'
SCALE: 1"=1' 0 1' 2'6"
0 1' 2'6"
SCALE: 1"=1' 0 1' 2'6"
D7
6"0 3" 1'
8'0 4' 16'
CONCRETE REINFORCING DETAILS
A3
SCALE: 3"=1'
BASE PLATE DETAIL
TYP
1/4"
SPLICE PLATE DETAIL
SCALE: 3" = 1'
TYPICAL SIGN CONNECTION DETAILS
A9
DRILLED SHAFT DETAIL
BASE PLATE CONNECTION DETAIL
1/4"
SCALE: 3/16" = 1'
1/4"
TYP
PILE REINFORCEMENT DETAILS
SCALE: 1"=1' 0 1' 2'6"D9
W
X K
B
1/4"
SCALE: 3"=1' 6"0 3" 1' 6"0 3" 1'
WARNING SIGN SEAT DETAIL
6"0 3" 1'A6
SCALE: 3"=1'
DAYBOARD SIGN SEAT DETAIL
TYP
1/4"
1/4"
DAYBOARD SEAT ANGLE DETAIL
WARNING SIGN SEAT ANGLE DETAIL
6"0 3" 1'SCALE: 3"=1'
TYP
TYP
1/4"
TO PILE
CHANNEL
5' MIN ROCK SOCKET
R E
Q U
IR
E D S
IG
N J
O
IN
T A
N D F
O O
T
IN
G D
E T
A
IL
S P
R O
S S
GALVANIZED STEEL ARE IN CONTACT. SEE SPEC SECTION 05.12.00
INSULATING WASHERS SHALL BE USED WHERE STAINLESS STEEL AND 1.
GENERAL SHEET NOTES
3"
4'-2 15/16 "
6'-0"
/4
/1
/4
/4
15'-11 9/16 "3'-8 11/16 "
19'-8 1/4 "
/4
/1
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
Dam
Warning
Ahead
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg7:48:02 AM 6/25/2020
...\Active Projects\OM-St Marys River, MI (465759) - Soo Water Safety Signs\3 - CADD\CAD_BIM\_Sheets\
O J E
C T N
U M
B E
R
F
IL
E N
A M
E
A N
S I
D
CN503
T R
O
IT
M I
M
IC
H
IG
A N A
V E
D E
T R
O
IT
D
IS
T R
IC
T
C H
IP
P E
W A C
O U
N T
Y
W
X K -1
-C -0
S T
M A
R Y R
IV
E R
S A
U L T S
T
M A
R
IE
M I
S O
O W
A T
E R S
A F
E T
Y S
IG
N S
S L -W
S S
C N
.d
R O
S S
S
H
IL
L
J
C A
R R
J
U N
E
C1 C8
0 2' 4'1' 0 2' 4'1'
Dam Ahead
W
X K
B
WARNING SIGN RESTRICTED DAM AHEAD DAYBOARD
NOTE: EP316-1-6_A SIGN REFERENCE WWA-02
DIMENSION: "A" - 18 INCH
TYPEFACE- BLACK NON-RETRO-REFLECTIVE
BACKGROUND- LEMON YELLOW DIAMOND GRADE RETRO-REFLECTIVE SHEETING
COLOR
TYPEFACE - HELVETICA MEDIUM
LEGEND:
TYPEFACE HEIGHT: 5 INCH
BORDER THICKNESS: 3 INCH
DIMENSION:
TYPEFACE- BLACK NON-RETRO-REFLECTIVE
BORDER- ORANGE DIAMOND GRADE RETRO-REFLECTIVE SHEETING
BACKGROUND- WHITE DIAMOND GRADE RETRO-REFLECTIVE SHEETING
COLOR
TYPEFACE - HELVETICA MEDIUM
LEGEND:
SCALE: 1/2" = 1' SCALE: 1/2"=1'
R E
Q U
IR
E D S
IG
N D
E C
A L D
E T
A
IL
S
UNIFORM SEAMLESS SIGN PANEL. SEE DETAIL D7 SHEET CN 502.
THIS IS THE CASE SIGNS SHALL INCLUDE SPLICING PLATE TO CREATE, A
SIGN PANEL SIZES MAY BE LARGER THAN WHAT IS READILY AVAILABLE, IF 3.
ALL SIGNS ARE TO BE CONSTRUCTED OF 1/8" ALUMINUM SHEETING.2.
310-1-6a).
THE U.S. ARMY CORPS OF ENGINEERS SIGN STANDARDS MANUAL (EP
SPACING BETWEENLINES OF TXT, ETC., FOR SIGNAGE AS DESCRIBED IN
DIMENSION "A" IS A VALUE THAT IS USED TO DETERMINE TEXT HEIGHTS, 1.
GENERAL SHEET NOTES
P
R O
S
| SL-WSS_G-001 |
| SL-WSS_G-002 |
| SL-WSS_V-100 |
| SL-WSS_CN100 |
| SL-WSS_CN101 |
| SL-WSS_CN200 |
| SL-WSS_CN501 |
| SL-WSS_CN502 |
| SL-WSS_CN503 |
File details come from the government source that posted it. Updated .