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SLC+018
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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
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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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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.
CONCRETE WALKWAY, WITHIN THE LIMITS SHOWN.
BOLLARD SYSTEMS, INSTALLATION OF PROPOSED MOORING BOLLARD SYSTEMS AND
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.
L
STANDARD ABBREVIATIONS:
STANDARD LEGENDS:
CONCRETE
EARTH
ROCK
GRAVEL
DRAWINGDWG
DOWNSTREAMD/S
DIMENSIONDIM
DIAMETERDIA
DIAGONALDIAG
DEGREEDEG
CUBIC YARDCY
COVERAGECOV
CONSTRUCTIONCONST
CONNECTION CONN
CONCRETECONC
CONTROL JOINTCJT
CONSTRUCTION JOINTCJ
CAST-IN-PLACECIP
CLEARCLR
CENTER-TO-CENTERC/C
CENTERLINEC, C OR CL/
BOTTOM BOTT OR BOT
AT@
APPROXIMATEAPPROX
AND&
ALTERNATEALT
UPSTREAMU/S
UNLESS NOTED OTHERWISEUNO
TOP OF ROCKTOR
TYPICAL(TYP) OR TYP
TOP OF CONCRETETOC
THICKTHK
SQUARESQ
STEELSTL
STANDARDSTD
STATIONSTA
STAINLESS STEELST STL
SPACINGSPA
CONTRACTION JOINTSJ
SHEETSHT
ALTERNATIVES OR ADDITIONS
INDIVIDUAL PLANS FOR
SEE LEGENDS ON NOTE:
MATERIALMAT'L
LOW WATER DATUML.W.D.
INVERTINV
INSIDE DIAMETERID
HEIGHTHT
HORIZONTALHORIZ
HEXAGONALHEX
GALVANIZEDGALV
GAUGEGA
FOOTFT
EXPANSIONEXP
EXISTINGEXIST
EQUALEQ
ELEVATIONELEV
ELECTRICALELEC
EXPANSION JOINTEJ
EACHEA
DEVELOPMENT LENGTHLD
ANGLEL
KIPK
JOINTJT
STONE FILL
TIMBER
SECTIONSECT
REQUIREDREQ'D
REINFORCINGREINF
RADIUS RAD
POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
PRESTRESSED CONCRETEPSC
POINT OF ENDINGPOE
POINT OF BEGINNINGPOB
PLATEP OR PL
PIECEPC
OPENINGOPG
OUTSIDE DIAMETEROD
ON CENTEROC
NOT TO SCALENTS
NUMBERNO.
NATIONAL GEODETIC VERTICAL DATUMNGVD
METALMTL
MOUNTEDMTD
MONOLITH JOINTMJ
MISCELLANEOUSMISC
MINIMUMMIN
MAXIMUMMAX
ASPHALT
G-002
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DIRECTION LIGHT POLE IS FACING
CENTER OF LIGHT POLE
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WORK AND STORAGE
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600'0 300'
BOLLARD WORK AREA
MH301S
B7 20' 40'0
EXISTING CLAY CONDUIT
SCALE: 1" = 20'
WORK AND STORAGE
A3 SCALE: 1" = 300'
AREA TO ALLOW LINE HANDLERS TO WALK THROUGH WITH VESSEL TRAFFIC.
PROVIDE CONTINUOUS ACCESS THROUGH THE SOUTH 6 FEET OF THE WORK 8.
ONLY. LANDING AND MOORING ON THE SOUTH SIDE IS PROHIBITED.
LANDING AND MOORING IS PERMITTED ALONG THE NORTH SIDE OF THE PIER 7.
WHEN CLOSED IS APPROXIMATELY 614.0 (IGLD85)
LIMITED CLEARANCE UNDER RAILROAD BASCULE BRIDGE. BOTTOM ELEVATION 6.
BE COORDINATED THROUGH THE GOVERNMENT.
DURING WHICH TIME THE BRIDGE WILL NOT BE OPENED. EXACT TIMING WILL
RAILROAD ANTICIPATES REPAIRING TIES AND RAILS FOR A TWO-WEEK PERIOD
AVAILABLE FOR THE BRIDGE TO OPEN ARE 7:00AM TO 4:00PM DAILY. CN
ADVANCE NOTICE, COORDINATED THROUGH THE GOVERNMENT. HOURS
POSITION. THE BRIDGE CAN BE OPENED BY CN RAILROAD WITH 24 HOURS
THE RAILROAD BASCULE BRIDGE IS GENERALLY KEPT IN THE CLOSED 5.
CONSTRUCTION AT ANY TIME.
UNDER CONSTRUCTION. DO NOT BLOCK PAVED AREAS NOT UNDER
MAINTAIN WORK AND STORAGE AREAS 3 FEET CLEAR OF PAVED AREAS NOT 4.
GOVERNMENT.
REPAIRED BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE
WATER’S EDGE OF THE PIER. ANY DAMAGE TO THE WALLS SHALL BY
CONTRACTOR SHALL TAKE EXTREME CAUTION WHILE WORKING NEAR THE
OFFICER THAT ADDRESSES PROTECTION OF THE PIER WALLS. THE
CONTRACTOR SHALL SUBMIT A PLAN FOR APPROVAL BY THE CONTRACTING
EQUIPMENT THAT IS TO BE USED WITHIN 50 FEET OF THE WATER’S EDGE. THE
WATER’S EDGE. CRANE MATS SHALL BE INSTALLED FOR ANY LARGE
THE NORTHWEST PIER AS WELL AS AT GATE 26 WITHIN 50 FEET OF THE
A LOAD LIMIT OF 500 POUNDS PER SQUARE FOOT SHALL BE ENFORCED AT 3.
AREA AT ANY TIME.
CORNER OF MH 201N. CONSTRUCTION EQUIPMENT NOT ALLOWED IN THIS
CONDUIT AS MEASURED ALONG LINE FROM SW CORNER OF MH 301S AND NW
WORK AND STORAGE AREAS SHALL BE MINIMUM 10 FEET CLEAR OF CLAY 2.
UNLOADING AREA.
REPRESENTATIVE. DISPOSAL SITE MAY BE AS MUCH AS 1000 FEET FROM
FINAL DISPOSAL LOCATION WILL BE AS DIRECTED BY GOVERNMENT'S ON-SITE
EXCAVATED ROCK AND SOIL MAY BE DISPOSED OF AT NORTHWEST PIER. 1.
GENERAL NOTES
SITE ACCESS PLAN AND OPTIONAL DISPOSAL SITE
ACCESS TO THE WEST CENTER PIER ALLOWED FROM THE NORTH CANAL ONLY.
NOTE:
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SEE GENERAL NOTES 5 & 6
RAILROAD BASCULE BRIDGE
SEE GENERAL NOTE 1
DISPOSAL AREA
OPTIONAL FILL MATERIAL
NORTHWEST PIER
SOUTH CANAL
NORTH CANAL
SOUTH CANAL
EXISTING DUCT BANK
GC401
B7
MH301S
MH201N
LOADING ALLOWED
BARGE ACCESS
CONTRACTOR
GATE 26
CONDUIT
EXISTING CLAY
INTERNATIONAL BRIDGE
BRIDGE
RAILROAD BASCULE
SEE GENERAL NOTE 7
WEST CENTER PIER
NORTHWEST PIER
INTERNATIONAL BRIDGE
E1
WORK AND STORAGE PLAN
SCALE: 1"=60' 60' 120'0
SEE NOTE 2
10' MIN
SEE NOTE 2
10' MIN
EXISTING CLAY CONDUIT
ML
TEL
TEL
TEL
30887
30914
30943
31019
31057
31087
31160
31446
30509
31069
31040
GRD
ML
ML
PRI
GRD
ML
PRI
GRD
ML
ML
TEL
GRD
ML
TRANSCLOSUREFEED FOR
30978
10194
10197
10206
30979 30980
30993
10198
10199
10396
10399
30517
30752
10103
30977
30994 30995
10200
10201
10322
10397
10398
10400
30814
30518
30570
30578
30751
30754
30776
30777
30816
30818
10046
30968
30976
10195
10196
30514
30516
30582
30584
30750
30753
30775
30778
30991
30992
X J
10203
10205
10320
10321
10323 10324
10368
10401
10403
10404
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30564
30586
30774
30815
30817
30966 3096930970
31045
31046
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10202
10204
10369
10402
30552
30554
30562
30566
30580
30583
30585
40534
40535
31002
31044
31047
10270
10367
10384
30515
40430
40533
31448
40532
10384
30967
31001
31004
31005
31006
31007
31010
X J
31043
10310
10376
30572
3100331008
10288
10311
10377
30568
30587
31009
31181
31185
31186
10289
10314
10315
10318
10326
10328
30556
30558
30574
30588
31180
31182
31183
31184
31187
31195
31197
10302
10329
10317
10327
40431
30884
31071
31075
31076 31077
31078
31079
31178
31179
31196
31209
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30576
31070
31072
31073
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1030610306
31074
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10275
10303
10304
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31438
10303
10304
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MH208WC
MH208AWC
MH206WC
IN USE
PRI.-N
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SERGRD
FIBRE CONDUIT 142.0'
ASBESTOS
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T
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ASBESTOS CEMENT CONDUIT 144.0
ASBESTOS CEMENT CONDUIT 191.7'
C L
Y
C
N D
U
IT
.0
MH201N
30737
31147
10394
10208
30731
30660
30749
30761
30743
30828
31133
31139
30823
31168
31251
10230
10395
30642
30672
30760
30813
31245
30801
30636
30654
30666
30696
30702
30714
30773 31297
31303
30630
30690
30795
30594
30595
30607
30619
30678
30684
30783
30789
30834
30840
31291
30606
30726
30767
30726
31174
10207
30708
30807
30648
30720
30618
GRD
ML
10310
10377
10311
10314
10315
10317
10318
10312
10316
10309
30887
30509
1010329 10046
30552
30554
10288
10289
10302
40431
GRD
TEL
SER
IN USE
PRI.-N
OT
GRD SER
IN USE
PRI.-N
OT
GRD
TEL
I/C
SER. 2
ASBESTOS CEMENT CONDUIT 144.0
ASBESTOS CEMENT CONDUIT 191.7'
C L
N D
U
IT
.0
MH201N
30737
30731
30743
30714
3072630726
30720
V-101
E
C
G -0
.d g n
V-102 V-103
N
FLOW
FLOW
POE LOCK
MACARTHUR LOCK
PORTAGE AVENUE
MARINE LIBRARY
VISITORS CENTER
GUARD SHELTERS
A1, E1 A1, E1
O V
E R
A L L E
X
IS
T
IN
G S
IT
E P
L A
N
GENERAL NOTES
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
E
S U
B M
IT
T E
D B
Y
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
SHEET ID
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
X K -X
X -X -X
X X
X
A N
S
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S A
U L T S
T E
M A
R
IE
S
O O L
O C
K S
M I
C H
IP
P E
W A C
O U
N T
Y
N Z
A G
E R
M
A Y
M
IC
H
IG
A N A
V E
D E
T R
O
IT
M I
F Y W
E S
T C
E N
T E
R P
IE
R
B O
L L
A R
D R
E P
L A
C E
M E
N T
C T
R O
M M
E R
W
X K -1
-B -0
B
D A
W S
INTERNATIONAL BRIDGE
DAVIS BUILDING
FOUNTAIN
SOUTHWEST PIER
WEST CENTER PIER
NORTH CANAL
SOUTH CANAL
SABIN LOCK
DAVIS LOCK
NORTHWEST PIER
EMERGENCY DAM BUILDING
RAILROAD LIFT BRIDGE
RAILROAD BASCULE BRIDGE
ADMINISTRATION BUILDING
B1 V-101
SCALE: 1"=400'
OVERALL EXISTING SITE PLAN
400'0 200'
ML
TEL
TEL
TEL
E
E E
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
0+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+00
34+00
35+00
36+00
N: 638601.20
E: 26912756.66
N: 638582.32
E: 26912602.75
TP-1 NW
STA 1+54.4
STA 0+00
LINE NW
X
X
X
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
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
23+85
14+00
15+00
16+0017+00 18+00
19+00
20+00
20+96.95
GRD
ML
ML
PRI
GRD
ML
PRI
GRD
ML
ML
TEL
GRD
ML
TRANSCLOSUREFEED FOR
SLC+051/RJ1346
The code SLC+051/RJ1346 does not exist in the feature table
SLC+033/RJ1269
The code SLC+033/RJ1269 does not exist in the feature table
E
E
E
E
E
P
E
D
D
D
C B
D
D
CB
CB
CB
D D
C B
CB
CB
D
CB
D
CB
CB
C B
D
D
D
D
CB
CB
DD
D
D
D
D
C B
D
D
CB
CB
CB
D D
C B
CB
CB
D
CB
D
CB
CB
C B
D
D
D
D
CB
CB
DD
D
D
D
D
C B
D
D
CB
CB
CB
D D
C B
CB
CB
D
CB
D
CB
CB
C B
D
D
D
D
CB
CB
DD
D
D
D C B
D
D
D
D
D
D
C B
D
D
D
C B
C B
D
D C B
D
D
D
D
D
D
C B
D
D
D
C B
C B
D
D C B
D
D
D
D
D
D
C B
D
D
D
C B
C B
BEAM
BEAM
BEAM
BEAM
BEAM
BEAM
BEAM
BEAM
BEAM
D
D D
D
D
D
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
CB
D D
D
CB
D
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
D
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB
D
D
CB
D D
D
CB
D
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
D
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB
D
D
CB
D D
D
CB
D
CB
CB
D
D
D
D
D
D
D
D
D
D
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
ANCHOR
D
D
CB
D
D
D
D
D
CB
D
D
D
D
D
CB
D
D
D
D
D
D
D
D
D
DIRT PILE
DIRT PILE
DIRT PILE
DIRT PILE
DIRT PILE
DIRT PILE
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
E
E
E
H
E
E
E
X J
E
E
E
H
E
E
H
LOCK DOOR RELEASE MECH.
X J
X J
X J
X J
P
MW
E
MW
E
.0
.2
.0
.0
.0
E
E
E
E
E
E
E
S
E
CO
IPC
FND "x" IN CONC
PT 1001
E
E
E
E
E
E
E
E
E
IPC
S
E
E
E
H E
E
S
IPC
E
E
E
E
EE
E
E
S
E
E
E
S
P P
E
IPC
E
E
E
E
E
E
E
E
S
S
E
E
S
IPC
S
IPC
IPC
P
S
E
E
E
E
4-fibre 4-fibre
MW
X J
E
E
S
E
E
E
E
E
E
E
X J
EE
CO
X J
E
CO
E
MW
S
S
E
S
X J
E
E
S
CO
GRD
TEL
SER
IN USE
PRI.-N
OT
GRD SER
GRD SER
GRD SER
GRD SER
SER
M E T
A L
C
O N
D U
IT
M E T
A L
C
O N
D U
IT
M E
T
N D
U
IT
MH211WC
MH210WC
MH209WC
MH208WC
MH208AWC
MH206WC
IN USE
PRI.-N
OT
GRD
TEL
I/C
SER. 2
SERGRD
FIBRE CONDUIT 176.6
FIBRE CONDUIT 363
.3'
FIBRE CONDUIT 142.0'
ASBESTOS
CEMENT
CONDUI
T
.6
ASBESTOS CEMENT CONDUIT 144.0
ASBESTOS CEMENT CONDUIT 191.7'
C L
N D
U
IT
.0
MH302WC
P P
E R
SER
FIBRE CONDUIT 79.0
2" Cu WATER INTAKE6" VCT DRAIN
MH201N
CO
E
E
E
E
P
E
S
E
GRD
ML
AE8005
The code AE8005 does not exist in the feature table
71607
72 607
V
T
N
FY17 FY18
EXISTING CONCRETE
WEST CENTER PIER
V-102
E
C
G -0
.d g n
M A
T C
H L
IN
E V -1
E X
IS
T
IN
G S
IT
E P
L A
N
EXISTING LIGHT POLE
M A
T C
H L
IN
E T
H
IS
S
H E
E T
M A
T C
H L
IN
E T
H
IS
S
H E
E T
BASE CONTRACT (FROM 1212E TO 1890E)
BASE CONTRACT (FROM 1212E TO 1890E)
GENERAL NOTES
EXISTING DUCT BANK
EXISTING DUCT BANK
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
E
S U
B M
IT
T E
D B
Y
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
SHEET ID
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
X K -X
X -X -X
X X
X
A N
S
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S A
U L T S
T E
M A
R
IE
S
O O L
O C
K S
M I
C H
IP
P E
W A C
O U
N T
Y
N Z
A G
E R
M
A Y
M
IC
H
IG
A N A
V E
D E
T R
O
IT
M I
F Y W
E S
T C
E N
T E
R P
IE
R
B O
L L
A R
D R
E P
L A
C E
M E
N T
C T
R O
M M
E R
W
X K -1
-B -0
B
D A
W S
EXISTING EDGE OF WALL
EXISTING CONCRETE
EXISTING CONCRETE
EXISTING ELECTRICAL CONDUIT (TYP.)
REPAIRS REPAIRS
1260 E
1380 E
1380 E
1260 E
1440 E
1500 E
1560 E
1620 E
1440 E
1500 E
1560 E
1620 E
1320 E
1320 E
BOLLARD COORDINATES
NE
BM
NAME E N
BENCHMARK COORDINATES
ID
1259.8
1319.6
1379.5
1439.7
1499.8
1559.5
1619.5
317.6
314.7
311.5
308.2
305.1
301.9
298.3
1307.6 357.3
EXISTING STRUTS
EXISTING STRUTS
EXISTING EDGE OF WALL
EXISTING DUCT BANK
EXISTING DUCT BANK
E
TELEPHONE
EXISTING GRASS
EXISTING GRASS
EXISTING STOP SIGN
EXISTING ELECTRICAL CONDUIT (TYP)
MANHOLE
EXISTING ELECTRICAL
EXISTING ASPHALT
EXISTING ASPHALT
FLOW
SOUTH CANAL
FLOW
SOUTH CANAL
EXISTING BOLLARD
EXISTING BOLLARD
EXISTING BOLLARD
EXISTING BOLLARD
EXISTING BOLLARD
EXISTING BOLLARD
EXISTING BOLLARD
LEGEND
EXISTING ASPHALT
SCALE: 1"=10'E1
SCALE: 1"=10'A1
EXISTING SITE PLAN
EXISTING SITE PLAN
10' 20'0
10' 20'0
N
N
E
E
E
E
350 N
300 N
E
BM
E
E
E
E
E
E
E
E
E
300 N
EXISTING CONCRETE EXISTING DUCT BANK
EXISTING EDGE OF WALL
FY18
END
EXISTING STRUTS
EXISTING STRUTS
EXISTING ASPHALT
EXISTING ASPHALT
EXISTING BOLLARD
EXISTING BOLLARD
EXISTING BOLLARD
EXISTING LIGHT POLE
SHED
EXISTING STORAGE
EXISTING LIGHT POLE
EXISTING BOLLARD
EXISTING BOLLARD
EXISTING BOLLARD
EXISTING BOLLARD
EXISTING DUCT BANK
EXISTING DUCT BANK
EXISTING CONCRETE
REPAIRS
WEST CENTER PIER
EXISTING BOLLARD
1680 E
1860 E
BASE CONTRACT (FROM 1212E TO 1890E) OPTION 1
V-103
E
C
G -0
.d g n
M A
T C
H L
IN
E V -1
E X
IS
T
IN
G S
IT
E P
L A
N
E
M A
T C
H L
IN
E T
H
IS
S
H E
E T
M A
T C
H L
IN
E T
H
IS
S
H E
E T
GENERAL NOTES
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
E
S U
B M
IT
T E
D B
Y
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
SHEET ID
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
X K -X
X -X -X
X X
X
A N
S
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S A
U L T S
T E
M A
R
IE
S
O O L
O C
K S
M I
C H
IP
P E
W A C
O U
N T
Y
N Z
A G
E R
M
A Y
M
IC
H
IG
A N A
V E
D E
T R
O
IT
M I
F Y W
E S
T C
E N
T E
R P
IE
R
B O
L L
A R
D R
E P
L A
C E
M E
N T
C T
R O
M M
E R
W
X K -1
-B -0
B
D A
W S
1800 E
1680 E
E N
1860 E
1920 E
1980 E
2040 E
1740 E
2100 E
BOLLARD COORDINATES
ID
293.7
289.2
284.3
280.2
275.8
271.3
266.7
262.2
1680.8
1740.3
1802.9
1860.0
1920.0
1980.0
2039.6
2099.8
EXISTING LIGHT POLE
OPTION 1 (FROM 1890E TO 2142E)
WEST CENTER PIER
CONDUIT
EXISTING ELECTRICAL
LANDING LIGHT
EXISTING WINTER
EXISTING DUCT BANK
CONDUIT (TYP)
EXISTING ELECTRICAL
EXISTING EDGE OF WALL
CONDUIT (TYP)
EXISTING ELECTRICAL
1740 E
1800 E
2100 E
2040 E
1920 E
1980 E
MANHOLE
ELECTRICAL
EXISTING
MANHOLE
ELECTRICAL
EXISTING
EXISTING GRASS
FLOW
SOUTH CANAL
FLOW
SOUTH CANAL
EXISTING GRASS
EXISTING ASPHALT
LEGEND
SCALE: 1"=10'A1
SCALE: 1"=10'E1
EXISTING SITE PLAN
EXISTING SITE PLAN
10' 20'0
10' 20'0
N
N
E
E
E
E
E
E
E
E
300 N
250 N
E
E
E
E
E
E
E
E
E
300 N
250 N
E
E
E
E
BASE CONTRACT
FY18 REPAIRS
FY17 REPAIRS / START OF
APPROXIMATE END OF
CU401
GRD
SER
TEL
IN USE
PRI- NOT
A B C D E 191.7'
ASBESTOS CEMENT CONDUIT,
C U
.d g n
CONDUIT TYPE
EXISTING CONDUIT LINES
1'-6 1/2 "
1'-0 1/2 "
3"
FLOW
FLOW
MH204WCMH205WC
MH203WC
MH202WC
CONDUIT "A"
MH206WC
CONDUIT "B"
CONDUIT "C" CONDUIT "D"
CONDUIT "E"
GRD
TEL
GRD
TEL
GRD
TEL TELML
PRI
ML
ML ML
ML
ML ML
1260 E 1320 E
1380 E 1440 E
1500 E 1560 E
1620 E 1680 E 1740 E 1800 E 1860 E 1920 E 1980 E 2040 E 2100 E
D5 N 50' 100'0
0 1' 2'6"
WEST CENTER PIER UTILITY VIEW
SCALE: 1" = 50'
OPTION 1
E X
IS
T
IN
G U
T
IL
IT
IE
S P
L A
N
188.2'
ASBESTOS CEMENT CONDUIT,
214.5'
ASBESTOS CEMENT CONDUIT,
380.0'
ASBESTOS CEMENT CONDUIT,
423.5'
ASBESTOS CEMENT CONDUIT,
LEGEND
SERVICE-SER
TELEPHONE-TEL
PRIMARY-PRI
MULTIPLE LIGHTING-ML
GROUND-GRD
CU401
A3
A3
6 CONDUIT DUCT BANK DETAIL
SCALE: 1" = 1'
CU401
A3 CU401
A3
CU401
A3
CU401
A3
01 99 90 FOR DETAILS)
SPECIFICATION SECTION
SHEET DC-61-26 IN
ASBESTOS (SEE HISTORICAL
CONDUIT DUCT BANK, POSSIBLE
EXISTING 4 FIBER
MH201WC
ACTIVITIES, AT NO COST TO THE GOVERNMENT.
THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE INCURRED TO THE CLAY CONDUIT AS A RESULT OF CONSTRUCTION 3.
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF THE CLAY CONDUIT.2.
NO LOADING IS ALLOWED ON THE CLAY CONDUIT AT ANYTIME. CONTRACTOR TO SUBMIT A CROSSING PLAN FOR GOVERNMENT APPROVAL.1.
NOTES:
01 99 90 FOR DETAILS)
DC-61-86 IN SPECIFICATION SECTION
HISTORICAL SHEETS DC-61-26 AND
SEE NOTES 1 TO 3 (REFER TO
EXISTING ENCASED CLAY CONDUIT,
REPAIRS
END OF FY18
ML
TEL
TEL
TEL
30887
30914
30943
31019
31057
31087
31160
31430
31446
31069
31040
16+48
GRD
ML
ML
PRI
GRD
ML
PRI
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ML
ML
TEL
GRD
ML
TRANSCLOSUREFEED FOR
31214
30978
31204
10357
30732
133700
40613 31140
31143 31144
31202
31203
31254
30656
30733
30734
30735 30736
30979 30980
30993
31096
31142 3114531146
31175
31176
31201
31205
31213
31447
10340
10344
10352
10353
10356
10360
10361
30740
30752
30825
30827
40569
40573
40611
133591
133593
133602
10335 10339
10358
30905
30964
30977
30994 30995
31097
31161
31162
31206
31253
31255
10333
10336
10337
10345
10348
10349
10365
10599
10623
10630
10638
10639
10642
10646
10658
30814
30528
30570
30578
30657
30751
30754
30776
30777
30816
30818
30819
30820
30826
40546
40554
40558
40561
40577
40583
40595
40614
133592
133595
133597
133601
133603
133604
133606
133607
133609
133626
133627
10343
10338
10347
10355 10359 10362
10366 10600
10604
10637 10640
40612 30882
30906
30908
30909
30920
30921
30922
30976
30996
30997
30999
31031
31134
31135
31141
31149
31247
31248
10341
10597 10598
10602
10603
10606
10615
10627
10659
10662
30520
30540
30582
30584
30659
30738
30739
3074130742
30746
30750
30753
30775
30778
40549
40553
40565
40570
40574
40579
40580
40589
40600
40605
40606
40615
133590
133594
133596
133599
133600
133605
133608
133610
133614
133618
133619
133620
133621
133622
133628
133629
133630
133632
133637
133703
40621
10334
10342 10346
10351 10354
10363
10601 10605
10613
10621 10624 10625 10628
10629
10641 10644 10645 10649
10660
10664
40543
40548
40552
40556
40563
40567 40568
40594
40610
30991
30885
30901
30904
30910
30911
30923
30965
30992
31000
31060
31061
31138
31150
31152
31165
X J31177
31208
10364
10607
10610
10611
10614
10618
10622
10626
10634
10643
10647
10650
10655
30539
30541
30549
30560
30564
30586
30655
30668
30681
30745
30747
30774
30815
30817
30822
30824
40542
40545
40550
40557
40562
40566
40590
40593
40596
40599
40603
40609
40620
133598
133611
133612
133613
133615
133616
133617
133624
133631
133633
133636
10350
10608 10609 10612 10616 10617 10620
10633
10648 10652
10657
40539
40540
40551
40555
40559 40560
40564
40571 40572
40576 40578 40581
40591 40592
40597 40598 40601
40602 40604
40607 40608
30883
30886
30902
30903
31018
31032
31045
31046
31048
31049
31058
31067
31129
31130
31136
31137
S31148
31151
31153
31164
31167
31207
31242
3125231256
10635
10651
30511
30522
30529
30530
30543
30554
30562
30566
30580
30583
30585
30744
30811
30836
40537
40538
40541
40584
40587
133625
133634
133635
133638
10653
133704
133705
10636
10656
10661
40536
40575
40582
40588
40622 40625
30946
31002
31044
31047
31059
31131
31163 31166
10619
10631
10654
30521
30545
30548
30669
30693
30748
30798
30800
30808
30812
30821
30837
40430
40624
31448
133623
133702
10632
40544 40547
40585 40586
40618
40626
31001
31004
31005
31006
31007
31010
X J31011
31043
31068
3112831132
31241
31288
30535
30512
30523
30531
30532
30533
30536
30537
30572
30632
30638
30658
30671
30692
30757
30772
30796
30797
30830
40619
40623
133701
40617
30945
30949
30961
31003 31008
31012
31039
31085
31188
31191
31287
31294
31305
31306
31308
31432
30525
30526
30527
30542
30544
30547
30568
30587
30621
30639
30651
30667
30680
30707
30711
30755
30756
30759
30768
30790
30809 30810
30912
31009
31064
31065
31181
31185
31186
31240
31293
31295
31296
31298
31299
31300
31302
31307
31429
30534
30524
30538
30546
30556
30558
30574
30588
30622
30628
30631
30633
30634
30637
30641
30670
30689
30694
30698
30699
30704
30706
30758
30791 30792
30794
30799
40616
30913
30941
3094230962
31015 31016
31026
31063
31066
31155
31158
31169
31170
31180
31182
31183
31184
31187
31189
31190
31195
31197
31243
31244
31249
31304
31428
31436
30571
30591
30597 30598
30626
30635
30640
30652
30686 30687
30691 30695
30697
30703
30710
30762
30763 30764
30766
30770
30771
30779 30782
30785 30786
30793
30803
30831
40431
30884
31431
30944
30947
31027
31062
31071
31075
31076 31077
31078
31079
31154
31156
31178
31179
31196
31209
31212
31250
31292
31301
31435
30576
30590
30592
30596
3059930600
30623 30624
30625
30627
30629
30646
30663
30685
30701
30709
30716
30765
30769
30780 30781
3078730788
30829
30838
30951
30939
30940
31055
31070
31072
31073
31081
31086
31171
31173
31246
31289
31445
30563
30589 30593
3060430605
30608
30610
30611
30620
30649
30650
30662
30675
30682
30705
30713
30719
30784
30802
30804
30839
30938
30959
31017
31025
31028 31029
31030
31038
31074
31172
31211
31444
30569
30573
30601
30602
30609
30612
30643
30645
30688
30700
30712
30715
30805
30832
30833
30835
30943
31438
30960
31013
31083
31157
31198
31437
30553
30565
30577
30579
30581
30603
30644
30647
30653
30661
30664
30674
30717
30718
30806
30957
30935
30937
30955
30989
31159
31192
31199
31200
31210
31433
31434
30559
30615
30617
30673
30676
30677
30683
30926
30934
30987
30988
31041
31084
31094
31286
31414
30557
30616
30665
30679
31080
30925
30948
30952
30958
3098630990
30998
31093
30561
30567
30613
30614
31091
30924
30927
30936
30953
31082
30555
30575
30928
31056
31088
31092
31193
31290
31415
31416
31418
31420
31422
31440
31095
31014
31042
31051
31089
31090
31413
31424
31417 31421
30950
31050
31419
31423
31439
30956
GRD
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TEL
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ASBESTOS CEMENT CONDUIT 191.7'
MH201N
31194
31427
31053 31054
31443
30954
31425
31426
31442
31441
30737
30930
31052
31147
30931
31257
30933 30660
30749
30761
30929
30932
30743
30828
31133
31139
30823
31023
31036 31037
31168
31251
30642
30672
30760
30813
31024
31034
31245
30801
31020
31033
31021
30636
30654
30666
30696
30702
30714
30773
31022
31297
31303
30630
30690
30795
31035
31309
30594
30595
30607
30619
30678
30684
30783
30789
30834
30840
31291
30606
30767
31174
30708
30807
30648
30720
30618
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EXISTING ELECTRICAL
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BASE CONTRACT (FROM 1212E TO 1890E)
EXISTING EDGE OF WALL
EXISTING CONCRETE
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OR MANHOLES.
1. CONTRACTOR SHALL TAKE CARE NOT TO DISTURB REMAINING DUCT BANK
CD301
CD301
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NAME E
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1260 E
1440 E
1500 E
1560 E
1620 E
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357.31307.6
298.31619.5
301.91559.5
1499.8 305.1
308.21439.7
1379.5 311.5
1319.6 314.7
317.61259.8
EXISTING LIGHT POLE
TOWER
EXISTING CAMERA
TO REMAIN
EXISTING DUCT BANK
TO REMAIN
EXISTING DUCT BANK
E
TO BE REMOVED (TYP)
EXISTING BOLLARD
WEST CENTER PIER
CONDUIT (TYP)
EXISTING ELECTRICAL
EXISTING STOP SIGN
EXISTING LIGHT POLE
EXISTING EDGE OF WALL
EXISTING CONCRETE
1440 E
1500 E
1560 E
1620 E
MANHOLE
EXISTING ELECTRICAL
FLOW
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EXISTING STRUTS
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EXISTING STRUTS
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EXISTING DUCT
FLOW
SOUTH CANAL
BANK TO REMAIN
EXISTING DUCT
EXISTING GRASS
EXISTING GRASS
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
EXISTING ASPHALT
SCALE: 1"=10'E1
CD102
SCALE: 1"=10'A1
DEMOLITION SITE PLAN
DEMOLITION SITE PLAN
CD102
10' 20'0
10' 20'0
N
N
E
E
E
E
E
E
E
E
E
300 N
E
E
E
E
E
E
E
E
E
350 N
300 N
E
BM
PAVEMENT TO BE REMOVED
EXISTING EDGE OF WALL
EXISTING EDGE OF WALL
EXISTING CONCRETE
FY18
END
EXISTING CONCRETE
DETAIL IDENTIFIED AS D1 ON SHEET CD301 IS TYP. TO DEMOLITION PLANS2.
OR MANHOLES.
1. CONTRACTOR SHALL TAKE CARE NOT TO DISTURB REMAINING DUCT BANK
BANK TO REMAIN
EXISTING DUCT
CD103
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US Army Corps
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D1
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CD301
D1
D1
CD301
CD301
WEST CENTER PIER
WEST CENTER PIER
TO 2142E)
(FROM 1890E
OPTION 1
1680 E
1740 E
1800 E
1860 E
2040 E
1980 E
1920 E
BASE CONTRACT (FROM 1212E TO 1890E)
REPAIRS
1800 E
1680 E
E
1860 E
1920 E
1980 E
2040 E
1740 E
2100 E
ID
BOLLARD COORDINATES
N
1680.8 293.7
1740.3 289.2
1802.9 284.3
1860.0 280.2
275.81920.0
1980.0 271.3
2039.6 266.7
2099.8 262.2
TO BE REMOVED (TYP)
EXISTING STRUTS
TO BE REMOVED (TYP)
EXISTING STRUTS
OPTION 1 (FROM 1890E TO 2142E)
EXISTING GRASS
EXISTING GRASS
TO BE REMOVED
EXISTING ASPHALT
TO REMAIN
DUCT BANK
EXISTING
E
EXISTING LIGHT POLE
EXISTING LIGHT POLE
2100 E
REPAIRS
END OF FY18
MANHOLE
ELECTRICAL
EXISTING
BANK TO REMAIN
EXISTING DUCT
TO REMAIN
EXISTING ASPHALT
FLOW
SOUTH CANAL
FLOW
SOUTH CANAL
TO BE REMOVED
EXISTING ASPHALT
CONDUIT (TYP)
EXISTING ELECTRICAL
CONDUIT (TYP)
EXISTING ELECTRICAL
MANHOLE
ELECTRICAL
EXISTING
EXISTING SHED
TO BE REMOVED (TYP)
EXISTING BOLLARD
EXISTING ASPHALT
LEGEND
SCALE: 1"=10'A1
CD103
SCALE: 1"=10'E1
CD103
DEMOLITION SITE PLAN -
DEMOLITION SITE PLAN -
10' 20'0
10' 20'0
N
N
BANK TO REMAIN
EXISTING DUCT
250 N
E
E
E
E
E
E
250 N
300 N
E
E
E
E
E
300 N
E
E
E
E
E
E
E
E 250 N
CD301
E
C
G -0
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GRASS
EXIST
APPROX 4"
THICKNESS
TO BE REMOVED
OVERLAY
EXIST BITUMINOUS
REMOVED
TO BE
BOLLARD
EXIST MOORING
APPROX 4"
THICKNESS
TO BE REMOVED
OVERLAY
EXIST BITUMINOUS
CAP TO REMAIN
EXIST CONC MONOLITH
TO REMAIN
EXIST TIMBER FENDER
42" W X 42" L X 51" D.
REMOVED APPROX.
FOUNDATION TO BE
EXISTING MOORING
D1 0 4' 8'2'SCALE: 1/4" = 1'
CD301
CD103
CD102
TO BE REMOVED
APPROX 1' X 1'
CONCRETE STRUT
EXIST REINFORCED
TYPICAL DEMOLITION CROSS SECTION AT BOLLARD
TO BE REMOVED
BANK TO REMAIN
EXISTING DUCT
CONTRACTOR SHALL TAKE CARE NOT TO DISTURB REMAINING DUCT BANK.2.
OTHERWISE.
ALL ITEMS MARKED FOR REMOVAL ARE TO BE DISPOSED OF UNLESS NOTED1.
D E
M O
L
IT
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N D
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GENERAL NOTES
BE REMOVED
EXISTING SUBGRADE TO
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EXISTING DUCT
S O
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N N
O
D E
S
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D B
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D B
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S
U E D
A T
E
SHEET ID
S
A AF
E
Y
Y
T
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C O
R
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E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
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P 'S
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X K -X
X -X -X
X X
X
A N
S
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L
IP
R
O
A R
M Y C
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F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S A
U L T S
T E
M A
R
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S
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W A C
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N Z
A G
E R
M
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A N A
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D E
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M I
F Y W
E S
T C
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T E
R P
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R
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L L
A R
D R
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L A
C E
M E
N T
C T
R O
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X K -1
-B -0
B
D A
W S
M
IN
6'-0" 1'-0"
22'-0"
2'-0"
3'-0"
2'-6" (+/-)
EXISTING GRASS
(TYP)
(TYP)
WEST CENTER PIER
WEST CENTER PIER
REQ'D CONCRETE SLAB S-503
A1
CS102
E
C
G -0
.d g n
M A
T C
H L
IN
E C
S
R E
Q U
IR
E D S
IT
E P
L A
N
REQ'D CONCRETE SLAB
EXISTING GRASS
S-503
A1
EXISTING LIGHT POLE
EXISTING LIGHT POLE
S-503
F1
BASE CONTRACT (FROM 1212E TO 1890E)
M A
T C
H L
IN
E T
H
IS
S
H E
E T
M A
T C
H L
IN
E T
H
IS
S
H E
E T
ST302
S-501 S-301
UNDERGROUND UTILITIES NOT SHOWN FOR CLARITY.3.
AND AT APPROXIMATE MIDPOINT BETWEEN BOLLARDS.
EXPANSION JOINT TO BE LOCATED AT BOLLARD CENTERLINE2.
SEE DETAIL A8 ON SHEET S-503.
A 1" WIDE ISOLATION JOINT IS REQ'D AROUND EVERY BOLLARD FOUNDATION. 1.
GENERAL NOTES
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
E
S U
B M
IT
T E
D B
Y
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
SHEET ID
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
X K -X
X -X -X
X X
X
A N
S
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S A
U L T S
T E
M A
R
IE
S
O O L
O C
K S
M I
C H
IP
P E
W A C
O U
N T
Y
N Z
A G
E R
M
A Y
M
IC
H
IG
A N A
V E
D E
T R
O
IT
M I
F Y W
E S
T C
E N
T E
R P
IE
R
B O
L L
A R
D R
E P
L A
C E
M E
N T
C T
R O
M M
E R
W
X K -1
-B -0
B
D A
W S
EXISTING EDGE OF WALL
EXISTING CONCRETE
EXISTING CONCRETE
EXISTING EDGE OF WALL
S-503
F1
EXISTING TELEPHONE PEDESTAL
TOWER
EXISTING CAMERA
1260 E
1380 E
1440 E
1500 E
1560 E
1620 E
1320 E
N
BENCHMARK COORDINATES
ENAME
BM
1380 E
1260 E
1440 E
1500 E
1560 E
1620 E
1320 E
BOLLARD COORDINATES
EID N
1259.8 317.6
1319.6 314.7
1379.4 311.5
1439.7 308.2
1499.8 305.1
1559.5 301.9
1619.5 298.3
1307.6 357.3
A6
S-301
EQ. SPA @ 6'-0" ± TYP.
A6
S P
A F
R O
M F
Y R
E P
A
IR
S
A P
P R
O X
M A
T C
H J
O
IN
T
S-301
S-301
A1
FLOW
SOUTH CANAL
BASE CONTRACT (FROM 1212E TO 1890E)
S-301
A1
A6
S-301
S-301
A1
S-301
A1
A6
S-301
EXISTING STOP SIGN
MANHOLE
EXISTING ELECTRICAL
FLOW
SOUTH CANAL
FOUNDATION (TYP)
STAMPED ON BOLLARD
REQ'D NUMBER TO BE
ST302
E1
ST302
E1
(TYP)
REQ'D CONTROL JOINT
REQ'D EXP JOINT
(TYP)
REQ'D CONTROL JOINT
JOINT (TYP)
REQ'D EXPANSION
JOINT (TYP)
REQ'D EXPANSION
ST302
S-503 S-301
REQ'D EXP JOINT
LEGEND
REQUIRED CONCRETE
REPAIRS REPAIRS
E
SCALE: 1"=10'E1
CS102
SCALE: 1"=10'A1
CS102
REQUIRED SITE PLAN
REQUIRED SITE PLAN
10' 20'0
10' 20'0
N
N
E
E
E
E
E
E
E
E
E
300 N
E
E
E
E
E
E
E
350 N
300 N
E
E
BM
E
E
E
E
E
E
E
E
E
E
300 N
###E
###E
###E
###E
E
E
E
E
E
E
E
E
350 N
300 N
E
BM
###E
###E
EXISTING EDGE OF WALL
EXISTING CONCRETE
FY18
END
EXISTING EDGE OF WALL
REQ'D CONCRETE SLAB
SLAB
REQ'D CONCRETE
EXISTING CONCRETE
EXISTING ASPHALT
S-503
A1
S-503
F1
WEST CENTER PIER
1920 E
1980 E
2040 E
EXISTING ASPHALT
SEE NOTE 2
EXISTING MANHOLE
EXISTING GRASS
SEE NOTE 2
EXISTING MANHOLE
REPAIRS
2'
REPAIRS
END OF FY18
E
SEE DETAIL
REQ'D TRANSITION
A6
S-301
S-301
A1
S-301
A1
A6
S-301
CS103
E
C
G -0
.d g n
M A
T C
H L
IN
E C
S
1680 E
1740 E
1800 E
1860 E
2090 E
R E
Q U
IR
E D S
IT
E P
L A
N
S-503
C8
EXISTING LIGHT POLE
EXISTING LIGHT POLE
EXISTING SHED
M A
T C
H L
IN
E T
H
IS
S
H E
E T
M A
T C
H L
IN
E T
H
IS
S
H E
E T
PEDESTAL
EXISTING TELEPHONE
ST302
S-503 S-301
ST302
S-503
TO 2142E)
(FROM 1890E
OPTION 1
UNDERGROUND UTILITIES NOT SHOWN FOR CLARITY.4.
AND AT APPROXIMATE MIDPOINT BETWEEN BOLLARDS.
EXPANSION JOINT TO LOCATED AT BOLLARD CENTERLINE3.
MANHOLE AND LIGHT POLE. SEE DETAIL C1 ON SHEET S-503.
A 1/2" WIDE ISOLATION JOINT IS REQ'D AROUND EXISTING ELECTRICAL 2.
SEE DETAIL A8 ON SHEET S-503.
A 1" WIDE ISOLATION JOINT IS REQ'D AROUND EVERY BOLLARD FOUNDATION. 1.
GENERAL NOTES
250 N
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
E
S U
B M
IT
T E
D B
Y
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
SHEET ID
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
X K -X
X -X -X
X X
X
A N
S
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S A
U L T S
T E
M A
R
IE
S
O O L
O C
K S
M I
C H
IP
P E
W A C
O U
N T
Y
N Z
A G
E R
M
A Y
M
IC
H
IG
A N A
V E
D E
T R
O
IT
M I
F Y W
E S
T C
E N
T E
R P
IE
R
B O
L L
A R
D R
E P
L A
C E
M E
N T
C T
R O
M M
E R
W
X K -1
-B -0
B
D A
W S
BASE CONTRACT (FROM 1212E TO 1890E)
E
1800 E
1680 E
E
1860 E
1920 E
1980 E
2040 E
1740 E
2090 E
BOLLARD COORDINATES
ID N
1680.8 293.7
1740.3 289.2
1802.9 284.3
1860.0 280.2
1920.0 275.8
1980.0 271.3
2039.6 266.7
2088.0 262.0
OPTION 1 (FROM 1890E TO 2142E)
EXISTING GRASS
(TYP)
REQ'D CONTROL JOINT
S P
A F
R O
M F
Y R
E P
A
IR
S
A P
P R
O X
M A
T C
H J
O
IN
T
A6
S-301
REQ'D EXP JOINT
EQ. SPA @ 6'-0" ± TYP.
A6
S-301
S-301
A1
S-301
A1
FLOW
SOUTH CANAL
FLOW
SOUTH CANAL
FOUNDATION (TYP)
STAMPED ON BOLLARD
REQ'D NUMBER TO BE
(TYP)
(TYP)
LEGEND
REQUIRED CONCRETE
ST-302
E1
ST302
E1
SCALE: 1"=10'A1
SCALE: 1"=10'E1
CS103 REQUIRED SITE PLAN
REQUIRED SITE PLANCS103
10' 20'0
10' 20'0
N
N
EXISTING STOP SIGN
E
E
E
E
E
E
300 N 2 E
E
E
E
E
E
E
E
E
E
E
E
300 N
250 N
E
E
E
E
E
E
E
300 N 2 E
E
E
###E
###E
###E
###E
E
E
E
E
E
E
E
E
E
E
300 N
250 N 1 E
###E
###E
E
C
G -0
.d g n
1 % SLOPE
REQ'D CONCRETE
MONOLITH
EXIST CONCRETE
MONOLITH
EXIST CONCRETE
FOUNDATION
REQ'D STEEL CASING
BOLLARD
REQ'D MOORING
1 % SLOPE
L
A1 A6 SCALE: 1/4" = 1' 0 4' 8'2'SCALE: 1/4" = 1' 0 4' 8'2'
ST302
A5
ST303
A1
S-503
F5
CD103
CD102
DUCT BANK
EXISTING
DUCT BANK
EXISTING
REQUIRED TYPICAL CROSS SECTION BETWEEN BOLLARDC5
CD103
CD102
C7
S-503
F1
REQUIRED TYPICAL CROSS SECTION AT BOLLARD
S-503
F1
R E
Q U
IR
E D C
R O
S S S
E C
T
IO
N S A
N D D
E T
A
IL
AND MATERIAL REQUIREMENTS
SPECIFICATIONS THICKNESS
COURSE AND SUBBASE. SEE
REQUIRED AGGREGATE BASE
ST303
A1
REQUIREMENTS
MATERIAL
FOR THICKNESS AND
SEE SPECIFICATIONS
COURSE AND SUBBASE.
AGGREGATE BASE
REQUIRED
SEE DETAIL
ELEV. VARIES
TOP OF ROCK
EXISTING DUCT BANK
DUCT BANK
EXISTING
VARIES APPROX. 18'- 7" TO 20'- 0"
CL BOLLARD HEAD 16'- 4 1/2"
CL DRILLED SHAFT 16'- 0"
VARIES APPROX. 18'- 7" TO 20'- 0" 5
REQ'D EXPANSION JOINT
REQ'D EXPANSION JOINT
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
E
S U
B M
IT
T E
D B
Y
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
SHEET ID
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
X K -X
X -X -X
X X
X
A N
S
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S A
U L T S
T E
M A
R
IE
S
O O L
O C
K S
M I
C H
IP
P E
W A C
O U
N T
Y
N Z
A G
E R
M
A Y
M
IC
H
IG
A N A
V E
D E
T R
O
IT
M I
F Y W
E S
T C
E N
T E
R P
IE
R
B O
L L
A R
D R
E P
L A
C E
M E
N T
C T
R O
M M
E R
W
X K -1
-B -0
B
D A
W S
ST302
E
C
G -0
.d g n
R E
Q U
IR
E D D
E T
A
IL
S M
O O
R
IN
G S
Y S
T E
M
ST302
A9
ST302
F7
E1
A1 A5
F66"0 3" 1'
6"0 3" 1' 6"0 3" 1'
6"0 3" 1'SCALE: 3" = 1'
PLAN VIEW
SCALE: 3" = 1'
FRONT ELEVATION
SCALE: 3" = 1'
SIDE ELEVATION
SCALE: 3" = 1'
ST302
ST302
S-301
REQUIRED ANCHOR ASSEMBLY
CS103
CS102
TIME ON PROCUREMENT OF BOLLARDS
REFER TO SPECIFICATION SECTION 01 32 16.00 20 FOR LEAD3.
BOLLARD.
ANCHOR RODS AND/OR NUTS ARE NOT TO PROTRUDE ABOVE THE MOORING 2.
REFER TO SPEC SECTION 31 63 29 FOR DRILLED SHAFT CONC REQUIREMENTS.1.
GENERAL NOTES
E M
B E
D M
E N
T
G R
O U
T
THREAD
THREAD
1 3/4" DIA - 5 UNC - 2A X 30" THREADED ANCHOR ROD
C'BORE (TYP)
REQ'D 4" DIA
CONCRETE OR GROUT
REQ'D 4" DIA HOLE FOR
THREADED ANCHOR ROD (TYP)
REQ'D 1 3/4" DIA - 5 UNC - 2A X 30"
PLATE WASHER
REQ'D 3/4" THICK
HEAVEY HEX NUT
REQ'D 1 3/4" DIA - 5 UNC - 2B
REQ'D 3/4" THICK PLATE
HOLE
REQ'D 2" DIA THRU
REQ'D GROUT
REQ'D ANCHOR ASSEMBLY
A9 6"0 3" 1'
SCALE: 3" = 1'
REQUIRED PLATE WASHER
SEE NOTE 1
REQ'D CONC
SEE NOTE 1
REQ'D CONC
SEE NOTE 3
BOLLARD
CAST STEEL
REQ'D MOORING
1 7/8"
/8
REQ'D 1 3/4" FLAT WASHER (TYP)
1'-3"
/2
/1
/8
7 11/16 "
3 1/2 "
2'-6"
1'-11"3 1/2 "
6"
6"
3"
2'-0 1/2 "
/8
/8
/1
/1
/1
/1
/2
2'-0"
6"
4'-6"
/1
SEE NOTE 2 SEE NOTE 2
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
E
S U
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IT
T E
D B
Y
C O
N T
R A
C T N
O
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E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
X K -X
X -X -X
X X
X
A N
S
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S A
U L T S
T E
M A
R
IE
S
O O L
O C
K S
M I
C H
IP
P E
W A C
O U
N T
Y
N Z
A G
E R
M
A Y
M
IC
H
IG
A N A
V E
D E
T R
O
IT
M I
F Y W
E S
T C
E N
T E
R P
IE
R
B O
L L
A R
D R
E P
L A
C E
M E
N T
C T
R O
M M
E R
W
X K -1
-B -0
B
D A
W S
ST303
E
C
G -0
.d g n
M O
O R
IN
G F
O U
N D
A T
IO
N R
E Q
U
IR
E D D
E T
A
IL
ST303
F5
ST303
A8
ST303
A5
ST303
F8
F1
A1 A5 A8
F8F5SCALE: 3" = 1'
48" DRILLED SHAFT
SCALE: 1/2" = 1' SCALE: 1" = 1'
BOLLARD FOUNDATION CAP REINF. ELEV.
SCALE: 1" = 1'
BOLLARD FOUNDATION CAP REINF. ELEV.
BOLLARD FOUNDATION CAP
SCALE: 1" = 1'SCALE: 1" = 1'6"0 3" 1' 0 1' 2'6" 0 1' 2'6"
0 1' 2'6"0 1' 2'6"0 2' 4'1'
SUPPLEMENTAL REINFORCEMENT DETAIL REQUIRED 48" O.D. STEEL CASING
ST303
S-301
/2
M
IN
R
O C
K E
M B
E D
IN
R
O C
K M
IN
C
A S
IN
G E
M B
E D
M E
IN
R
O C
K M
IN
U
N C
A S
E D E
M B
E D
M E
4'-0"
CHANNEL SIDE
LAND SIDE
CL BOLLARD HEAD
CL STEEL CASING
FOR CONCRETE
REQ'D 4" CLEARANCE
ANCHOR ASSEMBLY
REQ'D BOLLARD
E M
B E
D M
E N
T
A N
C H
O R L
E N
G T
H
STEEL CAGE NOT SHOWN FOR CLARITY
LONGITUDINAL & TRANSVERSE
CHANNEL SIDE
ROCK EMBEDMENT
10' MIN
REQ'D #9 LONGITUDINAL
STEEL BARS
REQ'D #9 LONGITUDINAL
(T Y
P
REQ'D MOORING BOLLARD
BOTTOM OF GROUT PAD
TOP OF #6 HOOP & #6 HAIRPIN
CL, #6 HOOP
CL, #6 HAIRPIN
CL, #6 HAIRPIN
(T Y
P
NOT SHOWN FOR CLARITY
ANCHOR ASSEMBLY & LONGITUDINAL BARS
#6 HAIRPIN
CL, #6 HOOP &
DRILLED SHAFT
TOP OF
CL #6 HOOP
CL #7 HOOP
H
O O
P S
FOR SIZE AND SPACING
REFERENCE DETAIL A5
REQ'D HOOPS
ELEV APPROX +6.2
LOCK SIDELAND SIDE
/4
W/ 1/2" CASING THICKNESS
REQ'D 48" O.D. STEEL CASING
W/ 1/2" CASING THICKNESS
REQ'D 48" O.D. STEEL CASING
R E
Q 'D
H
O O
P S
REQ'D #6 HOOPS
AND ESTIMATED CASING LENGTHS
ESTIMATED DRILLING LENGTHS
SEE TABLE, THIS SHEET, FOR
TOP OF ROCK ELEV VARIES -
ANCHOR ASSEMBLY
REQ'D BOLLARD
REQ'D #9 LONGITUDINAL
REQ'D 48" O.D. DRILLED SHAFT
STEEL CASING
REQ'D 48" O.D.
REQ'D #6, HAIRPIN BARS
THICKNESS
W/ 1/2" CASING
STEEL CASING
REQ'D 48" O.D.
REQ'D MOORING BOLLARD
REQ'D MOORING BOLLARD
C/C SPACING (7)
REQ'D #6 HOOP @ 2.75"
TYP
@ 5.5" C/C SPACING
REQ'D #7 HOOP
@ 2.25" C/C SPACING (7)
REQ'D #6, HAIRPIN BARS
@ 2.25" C/C SPACING (7)
REQ'D #6, HAIRPIN BARS
/2
2'-0"
/8
4'-0"
/8
/4
H
O O
P S
/2
2'-0"
ST303
F1
/4
/4
"5 /8
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EXISTING FILL
JOINT
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TRANSITION
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REQ'D EXPANSION JOINT
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SEALANT MANUFACTURER
AS REQ'D BY
SEALANT BACKING
REQ'D WWF 6X6-W1.4XW1.4
REQ'D WWF 6X6-W1.4XW1.4
SEALANT MANUFACTURER
AS REQ'D BY
SEALANT BACKING
SEALANT MANUFACTURER
AS REQ'D BY
SEALANT BACKING
JOINT FILLER
REQ'D 1/2" PREMOLDED EXPANSION
JOINT FILLER
REQ'D 1/2" PREMOLDED EXPANSION
REQ'D 1/2" THICK STEEL CASING
REQ'D MOORING BOLLARD FOUNDATION
REQ'D CONCRETE WALKWAY
REQ'D CONCRETE WALKWAY
EX. MONOLITH CAP
2'0 1' 4'
6"0 3" 1'6"0 3" 1'
6"0 3" 1'
F1
C1
A1 A8
F5SCALE: NTS SCALE: 3/4" = 1'
SCALE: 3/4" = 1'SCALE: 3/4" = 1'
SCALE: 3" = 1'
S-301
S-503REQUIRED WALKWAY EXPANSION JOINT DETAIL
REQUIRED WALKWAY CONTROL JOINT DETAIL REQUIRED MOORING FOUNDATION JOINT DETAIL
C8 SCALE: 1 1/2" = 1' 1' 2'0 6"
REQUIRED CONCRETE WALKWAY
REQUIRED CONCRETE
REQ'D WWF 6X6-W1.4XW1.4
S-503
CS103
CS102
S-503
CS103
CS102
S-503
CS103
F1
S-503
A1
S-503
ASPHALT TRANSITION DETAIL
REQUIRED CONCRETE WALKWAY / EXISTING
R E
Q U
IR
E D D
E T
A
IL
S J
O
IN
T S
REQUIRED MANHOLE / LIGHT POLE ISOLATION JOINT DETAIL
STRUCTURE
EXISTING MANHOLE / LIGHT POLE
REQUIREMENTS
THICKNESS AND MATERIAL
SPECIFICATIONS FOR
COURSE AND SUBBASE. SEE
REQ'D AGGREGATE BASE
REQUIREMENTS
THICKNESS AND MATERIAL
SPECIFICATIONS FOR
COURSE AND SUBBASE. SEE
REQ'D AGGREGATE BASE
REQ'D CONCRETE
OR REQ'D CONCRETE
EXISTING MONOLITH
SLABS AND BETWEEN REQ'D CONCRETE SLABS AND EXISTING MONOLITH.
NOTE: DETAIL APPLICABLE TO EXPANSION JOINTS BETWEEN REQ'D CONCRETE
2 1/2" (TYP.)
JOINT FILLER
REQ'D 1" PREMOLDED EXPANSION
1"
20'-0" MAX, CONCRETE WALKWAY
IN SPEC SECTION 03 15 10
JOINT, DEPTH TO BE AS REQ'D
REQ'D 1/8" WIDE CONTROL
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X K -1
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B
D A
W S
| SLFY18WCPG-001 |
| SLFY18WCPG-002 |
| SLFY18WCPGC401 |
| SLFY18WCPV-101 |
| SLFY18WCPV-102 |
| SLFY18WCPV-103 |
| SLFY18WCPCU401 |
| SLFY18WCPCD102 |
| SLFY18WCPCD103 |
| SLFY18WCPCD301 |
| SLFY18WCPCS102 |
| SLFY18WCPCS103 |
| SLFY18WCPS-301 |
| SLFY18WCPST302 |
| SLFY18WCPST303 |
| SLFY18WCPS-503 |
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