Plans_-_FY16_WCP_Repairs_Cert_Final_RTA_Plans.pdf
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SLC+018
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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
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HANDRAIL
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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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CP
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CP54
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CP
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CP
605.58
CP
613.15
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609.21
CP48
607.74
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607.05
CP
618.02
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614.25
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619.78
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621.33
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CP
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612.22
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708.69
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618.79
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618.51
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694.76
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619.61
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617.69
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605.77
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590.29
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589.69
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590.10
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594.20
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596.12
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585.28
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585.51
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609.22
CP
605.71
CP
606.86
CP
606.74
CP
606.56
CP28
606.56
CP
606.65
CP
606.48
CP
599.79
CP
585.77
CP 33
586.94
CP
586.86
CP
586.67
CP
606.66
CP
606.66
CP
606.05
CP
606.28
CP
606.27
CP
606.25
CP
608.69
CP
606.79
CP
595.44
CP
603.89
CP
598.60
CP
595.94
CP
585.24
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CP
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CP
of Engineers
US Army Corps fi
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
MICHAEL K. O’BRYAN P.E., CHIEF ENGINEERING & TECHNICAL SERVICES
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
A E
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CONTRACT NO. :
ISSUE DATE:
SOLICITATION NO. :W911XK-16-B-0011
XXXXXX-XX-X-XXXX
Detroit District
GENERAL NOTES
VICINITY MAP
C O
V E
R S
H E
E T
FY16 WEST CENTER PIER
REPAIRS, PHASE 3
SOO LOCKS COMPLEX
31 MAY 2016
NICHOLAS J. ZAGER /S/
WILLIAM D. MERTE /S/
PHILLIP C. ROSS /S/
MICHAEL K. O’BRYAN /S/
S O
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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’
VERTICAL: LOW WATER DATUM (+0.00 = 600.4 IGLD-85, US SURVEY FEET)
HORIZONTAL: MICHIGAN STATE PLANE NAD-83, NORTH ZONE, US SURVEY FEET
C. A MULTIBEAM SURVEY OF THE APPROACH WALL WAS COLLECTED ON 02 DECEMBER 2015.
VERTICAL: IGLD-85 FEET.
HORIZONTAL: MICHIGAN STATE PLANE NAD-83, NORTH ZONE, US SURVEY FEET.
B. GENERAL BASE MAP DATA WAS TAKEN FROM A SURVEY DONE BY WOOLPERT IN 2002.
VERTICAL: IGLD-85 FEET.
HORIZONTAL: MICHIGAN STATE PLANE NAD-83, NORTH ZONE, US SURVEY FEET.
A. A SURVEY OF THE ALIGNMENT OF THE TIMBER FENDER WAS TAKEN ON 20 JANUARY 2016.
EXISTING AT THAT TIME.
TAKEN BELOW AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS
8. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE RESULTS OF SURVEYS
ANTICIPATED DISTRIBUTION OF LOADS SHALL BE INCLUDED IN THE CONTRACTOR’S WORK PLAN.
STRUCTURE WILL NOT EXCEED 150 PSF. CONTRACTOR’S PROPOSED METHOD FOR ANY
DISTRIBUTED OVER THE SURFACE AREA SUCH THAT THE NET LOADING ON THE PIER
7. ALL SURCHARGE (DEAD LOAD AND LIVE LOAD) GREATER THAN 6,000 POUNDS SHALL BE
THE CURRENT DISPOSAL REGULATIONS AND THE PROJECT SPECIFICATIONS.
6. THE CONTRACTOR MUST DISPOSE OF EXCAVATED MATERIAL OFF-SITE IN ACCORDANCE WITH
SYSTEMS.
PAVED SURFACE AND BOLLARD SYSTEMS, INSTALLATION OF PROPOSED MOORING BOLLARD
SURFACE AND THE SSP WALL, CONSTRUCTION OF CONCRETE CAP, DEMOLITION OF EXISTING
PLACEMENT OF LOW-SLUMP CONCRETE AT BASE OF SSP WALL AND BETWEEN THE FOUNDATION
MONOLITHS, REMOVAL OF CONCRETE CAP WITHIN LIMITS SHOWN, PLACEMENT OF SSP WALL,
PROPOSED LIGHT POLE AND CAMERA TOWER, EXCAVATION OF BACKFILL ABOVE CONCRETE
FENDERS, REMOVAL OF EXISTING LIGHT POLE AND CAMERA TOWER, INSTALLATION OF
EXCAVATION OF SSP TRENCH, REMOVAL OF TIMBER WALL AND CHANNEL BOTTOM,
5. WORK CONSISTS OF, BUT IS NOT LIMITED TO, CLEARING OUTCROPPINGS IN LEDGE ROCK
AT ANY TIME DURING CONSTRUCTION.
CONTRACTOR MUST ENSURE THAT THE EXISTING CONCRETE CAP / MONOLITH IS NOT LOADED
4. ALL CONSTRUCTION MATERIALS TO BE STOCKPILED ALONG THE PIER SURFACE. THE
3. ALL ITEMS SHOWN ARE EXISTING UNLESS OTHERWISE INDICATED.
MEAN WATER LEVEL, I.G.L.D. 1985)
ELEVATIONS SHOWN ON THESE DRAWINGS REFER TO LOW WATER DATUM (600.4 FEET ABOVE
2. ALL ELEVATIONS AND DIMENSIONS MUST BE VERIFIED IN THE FIELD BEFORE WORK BEGINS.
SIGNIFICANCE OF THE COMPLEX DURING THE EXTENT OF WORK UNDER THIS CONTRACT.
PLACES. THE CONTRACTOR IS THEREFORE RESPONSIBLE FOR PROTECTING THE HISTORIC
1. THE SOO AREA OFFICE PROPERTY IS LISTED ON THE NATIONAL REGISTER OF HISTORIC
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
G-002
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REQ’D MOORING SYSTEM
DIRECTION LIGHT POLE IS FACING
CENTER OF LIGHT POLE
A
S T
A
S T
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PREVIOUS REPAIR AREA (2006)
WALL REPAIR AREA APPROX 350’
OPTION 1, 117’
S T
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OPTION 2, 117’
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WEST CENTER PIER PLAN VIEW
0.0 = 600.4’ (I.G.L.D. 85)
4’ 8’0 2’
SCALE:1/4"=1’
100’0 50’
SCALE:1"=50’
C5
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C5
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4’ 8’0 2’
SCALE:1/4"=1’
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ELEV VARIES (-28.9’ TO -31.4’)
APPROX BOTTOM
0.0 = 600.4’ (I.G.L.D. 85)
ELEV VARIES (-29.0’ TO -31.0’)
APPROX BOTTOM
ELEV (-27.0’)
APPROX BOTTOM
SYSTEM
EXIST SEPTIC TANK
EXIST CONCRETE PIER
EXIST DUCT BANK
EXIST CONCRETE MONOLITH
GATE RECESS
EXIST CONCRETE
(CRACKED AND SETTLED)
EXIST BITUMINOUS OVERLAY
EXIST MOORING BOLLARD
NORTH SIDE OF PIER
EXIST CONCRETE SIDEWALK
(CRACKED AND SETTLED)
EXIST BITUMINOUS OVERLAY
(NTS)
EXIST LEDGE ROCK VOIDS
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EXIST OUTCROPPING
EXIST CROSS SECTION @ CL GATE RECESSEXIST CROSS SECTION @ BOLLARD
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TIMBER FENDER
EXIST (3) 10"x12"
TIMBER FENDER
EXIST (3) 10"x12"
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EXIST REINFORCED CONCRETE
EXIST DUCT BANK
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ELEV +6.13 ELEV +6.13
ELEV: 606.56
E: 26910025.67 N: 638096.14
CONTROL POINT #28
ELEV: 606.56
E: 26910659.66 N: 638132.20
CONTROL POINT #29
LIGHT FRAME
EXIST FILLING
EXIST CAMERA TOWER
POLE FOUNDATION
EXIST DAMAGED LIGHT
OPTION 3, 106
GATE RECESS
EXIST CANAL
CONCRETE
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EXIST GATE
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EXIST
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EXIST BITUMINOUS
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6’-0" 1’-0"
22’-0"
2’-0"
4" 3’-0"
4’-10"
VARIES
TO 7’-9 1/2"
VARIES 2’0 1/2"
4’-2" (+/-)
3’-0"
12’-0"
+0.62’
V-401
A7
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
4-fibre 4-fibre
E
GRD
TEL
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IN USE
PRI.-N
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GRD SER
GRD SER
GRD SER
GRD SER
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MH210WC
MH209WC
MH208WC
MH208AWC
MH207WC
MH206WC
IN USE
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SER. 2
SERGRD
FIBRE CONDUIT 176.6
FIBRE CONDUIT 363
.3’
FIBRE CONDUIT 142.0’
ASBESTOS
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CONDUI
T
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ASBESTOS CEMENT CONDUIT 144.0
ASBESTOS CEMENT CONDUIT 191.7’
C L
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MH302WC
P P
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FIBRE CONDUIT 79.0
2" Cu WATER INTAKE6" VCT DRAIN
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23’-10 1/ 8 "
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END OF FY2006 REPAIRS
40’10’
SCALE:1"=20’
0 20’ BASE WORK
M A
T C
H L
IN
E V -1
FLOW
8+00
C5
V-401
D5
CU401 F5
V-302
13+00
EXIST DUCT BANK
MANHOLE
EXIST ELECTRICAL
BOLLARD
EXIST MOORING
EXIST SITE PLAN
TIMBER FENDER & SPACER
BELOW
SYSTEM SEE PHOTO
EXIST TIMBER FENDER
EXIST BITUMINOUS LAYER
CONC CAP
EXIST MONOLITH
CONTROL HOUSE
EXIST LIFT BRIDGE
EXIST PIER WATCH STATION
CONTROL HOUSE
EXIST BASCULE BRIDGE
BRIDGE ABUTMENT
EXIST
WORK.
TO BE MAINTAINED FOR REQ’D
HERE, IS THE REQ’D ALIGNMENT
TIMBER FENDER, SHOWN
BACK EDGE OF EXISTING
120E 180E
240E 300E
360E
SEE LIGHTPOLE PHOTO BELOW
EXIST DAMAGED LIGHT POLE FOUNDATION
LIGHTPOLE FOUNDATION PHOTO
EXISTING BOLLARD NUMBER
BOLLARD NUMBER
HAND RAIL
EXIST BRIDGE ABUTMENT
EXIST BRIDGE ABUTMENT
CONTROL HOUSE
EXIST LIFT BRIDGE
F L
O W
BRIDGE ABUTMENT
CONC CAP
EXIST MONOLITH
EXIST BITUMINOUS LAYER
PAINT BOX IS APPROX 5" X 19"
TEXT SIZE IS APPROX 2" X 7"
FOUNDATION CONC
MOORING NUMBER STAMPED ON
ENTRANCE
CONTROL HOUSE
EXIST LIFT BRIDGE
(B A
S E C
O N
T R
A C
T
E X
IS
T S
IT
E P
L A
N S
T A
T
O S
T A
SEE PHOTO ABOVE
HAND RAIL, APPROX 75 LF
EXIST BRIDGE ABUTMENT
WEST CENTER PIER
FILLING LIGHT FRAME
FILLING LIGHT FRAME
SYSTEM
EXIST SEPTIC TANKEXIST DRAINAGE FIELD
606.54
S T
A
WALL REPAIR AREA APPROX 350’
S T
A
BL
606.37
BL
606.42
BL
606.43
BL
606.48
BL
606.48
BL
606.48
606.49
GS
606.51
BL
606.54
GS
606.57
BL
606.60
BL
606.63
GS
606.67
+ 606.69
BL ENTRANCE
BL
606.80
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
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D B
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R A
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C H
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D B
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D R
A W
N B
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S
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SHEET ID
S
A AF
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P S
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D E
T R
T R
IC
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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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
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P H
IL
L
IP
R
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A R
M Y C
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P S O
F E
N G
IN
E E
R S fiof Engineers
US Army Corps
D E
T R
O
IT
D
IS
T R
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A
B
C
D
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F
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1 2 3 4 5 6 7 8 9 10
D E
S C
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IP
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N M
A R
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S A
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T E
M A
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O O L
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M I
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P E
W A C
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M
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B
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W
F Y W
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R P
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P A
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S P
H A
S E
M A
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B
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E V
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W
N Z
A G
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B
A C
K C
H E
C K
A P
R
M A
Y
C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
8+00 9+00
10+00 11+00
12+00 13+00
4-fibre 4-fibre
M
T C
H L
IN
E V -1
GRASS
EXIST
GRASS
EXIST
ASPHALT
EXIST
ASPHALT
EXIST
V-102
C5
V-401
FLOW
NN
40’10’
SCALE:1"=20’
0 20’
V -4
.d g n
OPTIONAL WORK
S T
A
S T
A
S T
A
S T
A
FLOW
17+00
V-303
F5
V-304
F5
L
IF
T B
R
ID
G E
U S -2 I -7
OPTION 1, 117’
OPTION 2, 117’
OPTION 3, 106’
EXIST SITE PLAN
CAMERA TOWER
EXISTING BOLLARD NUMBER
BRIDGE ABUTMENT
EXIST
LOCATION APPROX
GATE ANCHORAGE
EXISTING EMBEDDED
(O P
T
IO
N
E X
IS
T S
IT
E P
L A
N S
T A
T
O S
T A
CONCRETE
EXIST
CONCRETE
EXIST
D5
CU401
EXIST CANAL GATE RECESS
PHOTO BELOW
SEE CAMERA TOWER
CONCRETE CAMERA BASE
EXIST TRIANGULAR
SYSTEM
EXIST TIMBER FENDER
EXIST BITUMINOUS LAYER
CONC CAP
EXIST MONOLITH
BOLLARD
EXIST MOORING
EXIST DUCT BANK
STORAGE BUILDING
EXIST RAIL ROAD
480E 540E
600E 660E
720E
780E
840E
HAND RAIL
EXIST BRIDGE ABUTMENT
BL
606.81
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
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SHEET ID
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
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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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
Y
P H
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof 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 T S
M
IT
H
J
A N
B
C O
E S R
E V
IE
W
F Y W
E S
T C
E N
T E
R P
IE
R
R E
P A
IR
S P
H A
S E
M A
R
B
C O
E S R
E V
IE
W
N Z
A G
E R
B
A C
K C
H E
C K
A P
R
M A
Y
C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
13+00 14+00
15+00
16+00
17+00
V-301
E
C
G -0
.d g n
M A
T C
H L
IN
E V -3
4’ 8’0 2’
SCALE:1/4"=1’
AT ELEVATION -19.5’
SCOUR DEPTH OF -2.54’
8’0 4’ 16’
SCALE:1/8"=1’
AT ELEVATION -29.0’
SCOUR DEPTH OF -1.54’
AT ELEVATION -29.0’
SCOUR DEPTH OF -2.35’
AT ELEVATION -19.5’
SCOUR DEPTH OF -1.43’
TO -18.0’
AT ELEVATION -10.0’
SCOUR DEPTH OF -0.80’
AT ELEVATION -5.0’
OBSTRUCTION OF +0.28’
AT ELEVATION -5.0’
OBSTRUCTION OF +0.15’
SCOUR
MONOLITH EDGE
OBSTRUCTION
LEGEND
A1
V-301
A3
V-301
A5
V-301
A7
V-301
A1
V-301
SECTION AT STA 9+42
4’ 8’0 2’
SCALE:1/4"=1’
A3
V-301
SECTION AT STA 9+45
4’ 8’0 2’
SCALE:1/4"=1’
A5
V-301
SECTION AT STA 10+07
4’ 8’0 2’
SCALE:1/4"=1’
A7
V-301
SECTION AT STA 10+24
AT ELEVATION -17.25’
SCOUR DEPTH OF -2.10’
AT ELEVATION -25.0’
SCOUR DEPTH OF -0.64’
TO -11.0’
AT ELEVATION -4.5’
SCOUR DEPTH OF -0.70’
AT ELEVATION -14.8’
OBSTRUCTION OF +0.20’
TO -21.0’
AT ELEVATION -18.0’
OBSTRUCTION OF +0.40’
TO 23.0’
AT ELEVATION -21.5’
OBSTRUCTION OF +040’
TO 29.0’
AT ELEVATION -26.0’
OBSTRUCTION OF +.50’
AT ELEVATION -28.5’
OBSTRUCTION OF +0.95’
TO -11.0’
AT ELEVATION -7.5’
SCOUR DEPTH OF -0.80’
TO -7.0’
AT ELEVATION -4.0’
SCOUR DEPTH OF -0.27’
AT ELEVATION -12.0’
SCOUR DEPTH OF -1.2’
AT ELEVATION -16.5’
SCOUR DEPTH OF -2.03’
TO 25.0’
AT ELEVATION -22.0’
OBSTRUCTION OF +0.30’
11+00
ELEVATION VIEWF5
V-101
ELEVATION
CROSS SECTION
ASSUMED MONOLITH EDGE
MULTIBEAM SURVEY OF APPROACH WALL
WALL VERTICAL FACE.
NEGATIVE OF THE CONCRETE APPROACH
3. SCOUR AREA IS DEFINED AS ANYTHING
CONCRETE APPROACH WALL VERTICAL FACE.
DEFINED AS ANYTHING POSITIVE OF THE
2. OBSTRUCTION AREA (OUTCROPPING) IS
THE EQUIPMENT CAPABILITIES.
THE ACCURACY OF THE DATA IS LIMITED TO
LOCATED USING MULTIBEAM SURVEY DATA.
1. OBSTRUCTIONS/SCOUR AREAS WERE
NOTES
M O
N O
L
IT
H /B
E D
R O
C K W
A L L
S T
A
T
O S
T A
E X
IS
T E
L E
V A
T
IO
N V
IE
W
-5
-10
-15
-20
-25
-30
-35
.4 F
T I.
G .L .D
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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
Y
P H
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof 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 T S
M
IT
H
J
A N
B
C O
E S R
E V
IE
W
F Y W
E S
T C
E N
T E
R P
IE
R
R E
P A
IR
S P
H A
S E
M A
R
B
C O
E S R
E V
IE
W
N Z
A G
E R
B
A C
K C
H E
C K
A P
R
M A
Y
C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5
TOP OF WALL +6.13
.4 F
T I.
G .L .D
.0
F
T I.
G .L .D
.4 F
T I.
G .L .D
.4 F
T I.
G .L .D
TOP OF WALL +6.13 TOP OF WALL +6.13 TOP OF WALL +6.13
-2
-1
-1
-1 -1
-1 -1
-1 -1
-1-1
-1 -1
-1
-1
-1
-1
-1-1
-1
-1
-1
-1
10+00 11+009+00
0 0
0 0
0 0
00000 0 0
0 0
0 0 0 0
0 0
0 0
0 0
0 0 0 0 0
0 0
0 0
0 0
0 0
00000
0 0
0 0
00000
0 0
0 0
0 0
0 0 0
0000 0
0000000
0 0 0 0 0 0
00000
0 0
0 0
0 0 0 0 0 0 0 0 0 0
0 0
0 0
00000
1 1
111 1
1 1
1 1
1 1
1 1
1 1 1 1 11 1
1 1
V-302
E
C
G -0
.d g n
M A
T C
H L
IN
E V -3
M A
T C
H L
IN
E V -3
A5
V-302
A7
V-302
SECTION AT STA 12+96
4’ 8’0 2’
SCALE:1/4"=1’
4’ 8’0 2’
SCALE:1/4"=1’
A5
V-302
SECTION AT STA 12+26
4’ 8’0 2’
SCALE:1/4"=1’
A3
V-302
SECTION AT STA 11+92
4’ 8’0 2’
SCALE:1/4"=1’
A1
V-302
SECTION AT STA 11+39
A7
V-302
LEGEND
13+0011+00
AT ELEVATION -8.0’
SCOUR DEPTH OF -2.15’
A1
V-302
A3
V-302
AT ELEVATION -6.0’
SCOUR DEPTH OF -1.50’
AT ELEVATION -28.7’
OBSTRUCTION OF +1.40’
AT ELEVATION -11.8’
SCOUR DEPTH OF -4.20’
TO -9.0’
AT ELEVATION -5.5’
SCOUR DEPTH OF -0.25’
TO -21.0’
AT ELEVATION -13.0’
OBSTRUCTION OF +1.0’
TO -28.0’
AT ELEVATION -12.0’
OBSTRUCTION OF +1.0’
AT ELEVATION -22.0’
OBSTRUCTION OF +1.3’
AT ELEVATION -29.0’
OBSTRUCTION OF +1.5’
AT ELEVATION -6.2’
SCOUR DEPTH OF -0.76’
AT ELEVATION -11.5’
SCOUR DEPTH OF -3.48’
AT ELEVATION -21.5’
SCOUR DEPTH OF -0.30’
AT ELEVATION -25.5’
OBSTRUCTION OF +0.80’
AT ELEVATION -29.5’
OBSTRUCTION OF +1.5’
AT ELEVATION -7.8’
SCOUR DEPTH OF -0.20’
AT ELEVATION -9.35’
SCOUR DEPTH OF -0.40’
AT ELEVATION -13.0’
SCOUR DEPTH OF -2.00’
AT ELEVATION -6.0’
OBSTRUCTION OF +0.12’
TO -29.8’
AT ELEVATION -15.0’
OBSTRUCTION OF +0.80’
ELEVATION VIEWF5
V-101
SCOUR
MONOLITH EDGE
OBSTRUCTION
ELEVATION
CROSS SECTION
ASSUMED MONOLITH EDGE
MULTIBEAM SURVEY OF APPROACH WALL
WALL VERTICAL FACE.
NEGATIVE OF THE CONCRETE APPROACH
3. SCOUR AREA IS DEFINED AS ANYTHING
CONCRETE APPROACH WALL VERTICAL FACE.
DEFINED AS ANYTHING POSITIVE OF THE
2. OBSTRUCTION AREA (OUTCROPPING) IS
THE EQUIPMENT CAPABILITIES.
THE ACCURACY OF THE DATA IS LIMITED TO
LOCATED USING MULTIBEAM SURVEY DATA.
1. OBSTRUCTIONS/SCOUR AREAS WERE
NOTES
TO -18.5.0’
AT ELEVATION -15.0’
OBSTRUCTION OF +1.0’
8’0 4’ 16’
SCALE:1/8"=1’
M O
N O
L
IT
H /B
E D
R O
C K W
A L L
S T
A
T
O S
T A
E X
IS
T E
L E
V A
T
IO
N V
IE
W
-5
-10
-15
-20
-25
-30
-35
.4 F
T I.
G .L .D
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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
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P H
IL
L
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R
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A R
M Y C
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P S O
F E
N G
IN
E E
R S fiof 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 T S
M
IT
H
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A N
B
C O
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E V
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W
F Y W
E S
T C
E N
T E
R P
IE
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P A
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S P
H A
S E
M A
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B
C O
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E V
IE
W
N Z
A G
E R
B
A C
K C
H E
C K
A P
R
M A
Y
C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
-3 -2 -2
-2
-2
-2
-2 -2 -2
-2
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1-1
-1 -1
-1
-1
-1
-1
-1
-1
-1
-1 -1 -1
-1
-1 -1
-1
-1-1 -1
-1 -1 -1 -1
-1
-1
-1
-1
-1
-1
-1 -1
-1
-1
-1
11+00 12+00 13+00
0 0
0 0
0 0
0 0
00 0
0 0 0
0 0
0 0
0 0 0
0 0
0 0
0 0 0
0 0
0 0 0
000 0
0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0
0 0 0
0 0
0 0
00 0 0 0 00 0 0 0 0
0 0 0
0 0
0 0 0 0 0 0
0000000
00000
0 0
0 0
000000
0 0 0 0 0
00000000 00000
0 0 0 0 0 0 0 0 0 0
0 0
1 1 1
1 1
11 1
1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1 1
1 1
1 1111
1 1 1 1
1 1
1 1
1 1
111111
1 1 1
1 1
1 1
1 1
111 1 1 1
1 1 1 1 1 1 1 1 1
1 1
11111
1 1
1 1
1 1
1 1
1 1 1
11111
1 1
1 1
1 1 1
1 1 2
-5
-10
-15
-20
-25
-30
-35
.4 F
T I.
G .L .D
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5
.4 F
T I.
G .L .D
.4 F
T I.
G .L .D
.4 F
T I.
G .L .D
.4 F
T I.
G .L .D
TOP OF WALL +6.13 TOP OF WALL +6.13 TOP OF WALL +6.13 TOP OF WALL +6.13
V-303
E
C
G -0
.d g n
M A
T C
H L
IN
E V -3
M A
T C
H L
IN
E V -3
4’ 8’0 2’
SCALE:1/4"=1’
A7
V-303
SECTION AT STA 14+93
4’ 8’0 2’
SCALE:1/4"=1’
A5
V-303
SECTION AT STA 14+32
4’ 8’0 2’
SCALE:1/4"=1’
A3
V-303
SECTION AT STA 13+54
4’ 8’0 2’
SCALE:1/4"=1’
A1
V-303
SECTION AT STA 13+42
A1
V-303
LEGEND
A3
V-303
A5
V-303
A7
V-303
15+0013+00
AT ELEVATION -28.5’
SCOUR DEPTH OF -1.00’
AT ELEVATION -21.5’
SCOUR DEPTH OF -0.10’
TO -12.0’
AT ELEVATION -7.0’
SCOUR DEPTH OF -0.80’
TO -19.0’
AT ELEVATION -14.0’
OBSTRUCTION OF +0.80’
TO -27.0’
AT ELEVATION -23.0’
OBSTRUCTION OF +0.80’
TO -22.0’
AT ELEVATION -17.0’
OBSTRUCTION OF +1.00’
TO -13.0’
AT ELEVATION -8.0’
SCOUR DEPTH OF -0.35’
AT ELEVATION -28.5’
OBSTRUCTION OF +0.95’
AT ELEVATION -26.3’
SCOUR DEPTH OF -0.55’
TO -19.0’
AT ELEVATION -13.0’
OBSTRUCTION OF +0.65’
TO -12.0’
AT ELEVATION -8.0’
SCOUR DEPTH OF -0.35’
AT ELEVATION -6.3’
SCOUR DEPTH OF -2.55’
AT ELEVATION -23.5’
OBSTRUCTION OF +1.00’
AT ELEVATION -27.5’
OBSTRUCTION OF +0.35’
AT ELEVATION -6.3’
SCOUR DEPTH OF -2.00’
TO -20.0’
AT ELEVATION -14.0’
OBSTRUCTION OF +0.50’
AT ELEVATION -8.8’
SCOUR DEPTH OF -1.33’
AT ELEVATION -23.0’
OBSTRUCTION OF +0.50’
TO -29.0’
AT ELEVATION -26.0’
SCOUR DEPTH OF -0.60’
ELEVATION VIEWF5
V-102
SCOUR
MONOLITH EDGE
OBSTRUCTION
ELEVATION
CROSS SECTION
ASSUMED MONOLITH EDGE
MULTIBEAM SURVEY OF APPROACH WALL
WALL VERTICAL FACE.
NEGATIVE OF THE CONCRETE APPROACH
3. SCOUR AREA IS DEFINED AS ANYTHING
CONCRETE APPROACH WALL VERTICAL FACE.
DEFINED AS ANYTHING POSITIVE OF THE
2. OBSTRUCTION AREA (OUTCROPPING) IS
THE EQUIPMENT CAPABILITIES.
THE ACCURACY OF THE DATA IS LIMITED TO
LOCATED USING MULTIBEAM SURVEY DATA.
1. OBSTRUCTIONS/SCOUR AREAS WERE
NOTES
8’0 4’ 16’
SCALE:1/8"=1’
M O
N O
L
IT
H /B
E D
R O
C K W
A L L
S T
A
T
O S
T A
E X
IS
T E
L E
V A
T
IO
N V
IE
W
-5
-10
-15
-20
-25
-30
-35
.4 F
T I.
G .L .D
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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
Y
P H
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof 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 T S
M
IT
H
J
A N
B
C O
E S R
E V
IE
W
F Y W
E S
T C
E N
T E
R P
IE
R
R E
P A
IR
S P
H A
S E
M A
R
B
C O
E S R
E V
IE
W
N Z
A G
E R
B
A C
K C
H E
C K
A P
R
M A
Y
C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
-1
-1 -1
-1
-1 -1
-1
-1-1
-1
-1
-1
-1
-1
-1 -1
-1-1-1-1-1-1-1-1-1-1 -1 -1 -1 -1 -1
13+00 14+00 15+00
0 0 0
0 0 0 0
0 00
0 0
00 00
0 0
0 00
0 0
00 0
0 0
00000 00 000000000000000000000000000
00000000000
000000000000
0 0 000 0
0 0
0 0 0
0 0
0 0
0 0
0 0 0 0 0
0 0
00000
000000
0 0
0 0 0
0 0
0 0 0
1 1
1 1
1 1 1
1 1
1 1 1
1 1
1 1 1 1 1 1
1 1
-5
-10
-15
-20
-25
-30
-35
.4 F
T I.
G .L .D
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5
.4 F
T I.
G .L .D
.4 F
T I.
G .L .D
.4 F
T I.
G .L .D
.4 F
T I.
G .L .D
V-304
E
C
G -0
.d g n
M A
T C
H L
IN
E V -3
AT ELEVATION -17.0’
SCOUR DEPTH OF -1.67’
4’ 8’0 2’
SCALE:1/4"=1’
A7
V-304
SECTION AT STA 16+86
4’ 8’0 2’
SCALE:1/4"=1’
A5
V-304
SECTION AT STA 16+37
4’ 8’0 2’
SCALE:1/4"=1’
A3
V-304
SECTION AT STA 15+74
4’ 8’0 2’
SCALE:1/4"=1’
A1
V-304
SECTION AT STA 15+40
A1
V-304
LEGEND
A3
V-304
A5
V-304
A7
V-304
TO -28.0’
AT ELEVATION -19.5’
OBSTRUCTION OF +0.75’
ELEVATION VIEW
AT ELEVATION -29.4’
SCOUR DEPTH OF -0.35’
AT ELEVATION -29.8’
OBSTRUCTION OF +0.44’
TO -32.0’
AT ELEVATION -30.0’
SCOUR DEPTH OF -0.35’
TO -26.3’
AT ELEVATION -25.0’
SCOUR DEPTH OF -0.64’
TO -24.2’
AT ELEVATION -5.5’
SCOUR DEPTH OF -7.2’
EXISTING GATE RECESS
AT ELEVATION -10.0’
SCOUR DEPTH OF -1.0’
AT ELEVATION -22.0’
SCOUR DEPTH OF -2.0’
F5
V-102
SCOUR
MONOLITH EDGE
OBSTRUCTION
ELEVATION
CROSS SECTION
ASSUMED MONOLITH EDGE
MULTIBEAM SURVEY OF APPROACH WALL
WALL VERTICAL FACE.
NEGATIVE OF THE CONCRETE APPROACH
3. SCOUR AREA IS DEFINED AS ANYTHING
CONCRETE APPROACH WALL VERTICAL FACE.
DEFINED AS ANYTHING POSITIVE OF THE
2. OBSTRUCTION AREA (OUTCROPPING) IS
THE EQUIPMENT CAPABILITIES.
THE ACCURACY OF THE DATA IS LIMITED TO
LOCATED USING MULTIBEAM SURVEY DATA.
1. OBSTRUCTIONS/SCOUR AREAS WERE
NOTES
AT ELEVATION -18.0’
OBSTRUCTION OF +0.58’
AT ELEVATION -24.8’
SCOUR DEPTH OF -2.0’
AT ELEVATION -29.0’
SCOUR DEPTH OF -2.8’
AT ELEVATION -25.0’
SCOUR DEPTH OF -8.8’
AT ELEVATION -29.7’
OBSTRUCTION OF +0.84’
8’0 4’ 16’
SCALE:1/8"=1’
M O
N O
L
IT
H /B
E D
R O
C K W
A L L
S T
A
T
O S
T A
E X
IS
T E
L E
V A
T
IO
N V
IE
W
-5
-10
-15
-20
-25
-30
-35
.4 F
T I.
G .L .D
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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
Y
P H
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof 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 T S
M
IT
H
J
A N
B
C O
E S R
E V
IE
W
F Y W
E S
T C
E N
T E
R P
IE
R
R E
P A
IR
S P
H A
S E
M A
R
B
C O
E S R
E V
IE
W
N Z
A G
E R
B
A C
K C
H E
C K
A P
R
M A
Y
C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
-9 -8
-8-8
-8 -8 -7
-7 -7
-7
-7
-7
-7
-7
-7 -7
-7 -7
-7
-7 -6 -6
-6 -6
-6
-6-6
-6
-6 -6
-6 -6
-6
-5 -5
-5 -5
-5 -5-5
-5
-5 -5
-5
-4 -4
-4
-4
-4-4
-4
-4 -4
-4
-3 -3
-3 -3
-3 -3 -3
-3 -3
-3 -3
-2 -2
-2
-2
-2 -2
-2 -2
-2 -2 -2
-2
-2
-2
-2-2-2-2
-2
-2
-2
-2 -2
-2
-1
-1
-1 -1
-1
-1
-1
-1
-1
-1-1
-1
-1
-1
-1
-1
-1 -1
-1
-1
-1
-1
-1
-1
-1 -1
-1
-1 -1
-1 -1 -1 -1 -1 -1 -1 -1
-1
-1
-1
-1-1
-1
-1-1 -1
-1 -1
-1 -1
-1
15+00 16+00 17+00
0 00
0 0
0 0
0 0
0 0
0 0
00 0 0
00 0
0 0
00 00
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 00
00 0
0 0
000 0
0 0
0 0
0 0
0 0 0
0 0
0 0
00 0
0 0
0 00
0 0
0 0
0 0
000000
0 0
0 0
0 0
0 0 0 00
0 00
0 0
0 0 0
000000
00 0
0 0
0 0 0
0 0
0 0
0 0
11 111
1 1
1 1
1 1
1 1
1 1
1 1
1 1
-5
-10
-15
-20
-25
-30
-35
.4 F
T I.
G .L .D
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5
-5
-10
-15
-20
-25
-30
-35
-5 0’
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5
-5
-10
-15
-20
-25
-30
-35
-5 0’ 5-10
.4 F
T I.
G .L .D
.4 F
T I.
G .L .D
.4 F
T I.
G .L .D
.4 F
T I.
G .L .D
’-0
23’-9 1/2
S T
A
S T
A
S T
A
S T
A
PREVIOUS REPAIR AREA (2006)
OPTION 1
OPTION 2
BASE WALL REPAIR AREA
A
CU401
FLOW
FLOW
NN
L
IF
T B
R
ID
G E
U S -2 I -7
D5 100’0 50’
SCALE:1"=50’
GRD SERSER GRD SER
GRD SER GRD
SER
TEL
IN USE
PRI- NOT
GRD
TEL
IN USE
PRI-NOT
I/C
SER. 2
A B C D E F
CONDUIT "A"
CONDUIT "B"
CONDUIT "C"
CONDUIT "E"
CONDUIT "H"
CONDUIT "F"
WEST CENTER PIER UTILITY VIEW
MH211WC
MH209WC
G
GRD SER
CONDUIT "D"
CONDUIT "G"
MH208WC
MH208AWC
MH207WC
MH206WC
MH301S
H
GRD SER
FIBRE CONDUIT, 363.3’ FIBRE CONDUIT, 176.6’ FIBRE CONDUIT, 79.0’ FIBRE CONDUIT, 142.0’ 59.6’
ASBESTOS CEMENT CONDUIT,
144.0’
ASBESTOS CEMENT CONDUIT,
191.7’
ASBESTOS CEMENT CONDUIT, CLAY CONDUIT, 82.0’
C U
.d g n
SEPTIC TANK
CONDUIT TYPE
1’-6 1/2 "
1’-0 1/2 "
3"
EXISTING CONDUIT LINES
SCALE:1"=1’
1’ 2’
4 CONDUIT DUCT BANK DETAIL
SCALE:1"=1’
1’ 2’
6 CONDUIT DUCT BANK DETAIL
EXISTING CONDUIT LINES
1’-6 1/2 "
1’-0 1/2 "
3"
ELEV 603.98 AT MH (+3.58) ELEV 603.55 AT MH (+3.15)
TO POINT MID WAY BETWEEN MANHOLES
CONDUIT LINE GRADE IS .33%
NOTE:
TO POINT MID WAY BETWEEN MANHOLES
CONDUIT LINE GRADE IS .33%
NOTE:
V-102 V-101
E X
IS
T U
T
IL
IT
IE
S P
L A
N
DRAINAGE FIELD
6" VCT DRAIN APPROX 6’ DOWN
2" Cu WATER INTAKE APPROX 11’ DOWN
EXIST OPERATOR BUILDING PIPES
OPTION 3
30448
30451
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
10414
4-fibre 4-fibre
10413
30453
10505
E
CONC
UNDERGROUND VENT
STRUCT
POWER
18.3
.1
3.8
8.0
16.4
.5
CONC
CONC
CONC
TRANSFORMER
A/G TANK
BLDG
4" OPEN DRAIN TIL
E SEPTIC TANK
FITTINGS
4" C.I.
PIPE &
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
MH207WC
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
11.00
11.00
.0
.0
11.0
11.0
29.0
RAIL BRIDGE
SER
FIBRE CONDUIT 79.0
2" Cu WATER INTAKE6" VCT DRAIN
TRANSFORMER PAD
CONC
CAMERA BASE
N A
L
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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
Y
P H
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof 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 T S
M
IT
H
J
A N
B
C O
E S R
E V
IE
W
F Y W
E S
T C
E N
T E
R P
IE
R
R E
P A
IR
S P
H A
S E
M A
R
B
C O
E S R
E V
IE
W
N Z
A G
E R
B
A C
K C
H E
C K
A P
R
M A
Y
C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
A
D1
CD301
11+00
8+30
WALL REPAIR AREA APPROX 350’
PREVIOUS REPAIR AREA (2006)
CD101
E
C
G -0
.d g n
FLOW
FLOW
NN
20’0 10’
SCALE:1"=10’
DEMOLITION PLAN
E5
CD302
LEGEND
- CONCRETE REMOVAL
REMOVAL
- BITUMINOUS OVERLAY
M A
T C
H L
IN
E C
D
WEST END CLOSURE
(B A
S E C
O N
T R
A C
T
S T
A
T
O S
T A
D E
M O
L
IT
IO
N P
L A
N
BASE TO BE REMOVED AND REPLACED.
EXIST DAMAGED LIGHT POLE & CONCRETE A1
CD501
STRUT TO BE REMOVED (TYP)
EXIST REINFORCED CONCRETE REMOVED (TYP)
FOUNDATION TO BE
CONCRETE BOLLARD
EXIST BOLLARD AND
FLOW
TO BE REMOVED (TYP)
SPACER AT APPROX 6’-0" C/C
EXIST TIMBER FENDER
TO BE REMOVED (TYP)
EXIST TIMBER FENDER C5
CD501
C5
CD501
UTILITY.
SHALL BE FLAGGED & PROTECTED TO AVOID DAMAGING THE
ON EXIST SHEETS OR ENCOUNTERED DURING CONSTRUCTION
2. DRAINAGE FIELD AND ALL MISCELLANEOUS UTILITIES SHOWN
MANHOLES ARE EXPOSED TO THE SURFACE.
1. UNDERGROUND UTILITIES NOT SHOWN FOR CLARITY.
NOTES
EXIST FILLING LIGHT FRAME
EXIST FILLING LIGHT FRAME
EXIST MANHOLE
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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
Y
P H
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof 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 T S
M
IT
H
J
A N
B
C O
E S R
E V
IE
W
F Y W
E S
T C
E N
T E
R P
IE
R
R E
P A
IR
S P
H A
S E
M A
R
B
C O
E S R
E V
IE
W
N Z
A G
E R
B
A C
K C
H E
C K
A P
R
M A
Y
C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
9+00 10+00
11+00
30880101308813000028
T C
H L
IN
E C
D
’-0
CD102
E
C
G -0
.d g n
FLOW
FLOW
NN
20’0 10’
SCALE:1"=10’
DEMOLITION PLAN
LEGEND
- CONCRETE REMOVAL
REMOVAL
- BITUMINOUS OVERLAY
(B A
S E C
O N
T R
A C
T
S T
A
T
O S
T A
D E
M O
L
IT
IO
N P
L A
N
TO BE REMOVED (TYP)
EXIST TIMBER FENDER
TO BE REMOVED (TYP)
SPACER AT APPROX 6’-0" C/C
EXIST TIMBER FENDER
STRUT TO BE REMOVED (TYP)
EXIST REINFORCED CONCRETE
REMOVED
FOUNDATION TO BE
LARGE CONCRETE BOLLARD
EXIST BOLLARD (TYP) AND
REMOVED
FOUNDATION TO BE
EXIST CONCRETE BOLLARD
EXIST BOLLARD ALREADY REMOVED,
C5
CD501
C5
CD501
INTEGRITY OF THE STRUCTURE
CARE SHALL BE TAKEN TO AVOID DAMAGING THE SURFACE OR
3. WHEN WORKING NEAR BUILDINGS AND BRIDGE STRUCTURES
UTILITY.
SHALL BE FLAGGED & PROTECTED TO AVOID DAMAGING THE
ON EXIST SHEETS OR ENCOUNTERED DURING CONSTRUCTION
2. DRAINAGE FIELD AND ALL MISCELLANEOUS UTILITIES SHOWN
MANHOLES ARE EXPOSED TO THE SURFACE.
1. UNDERGROUND UTILITIES NOT SHOWN FOR CLARITY.
NOTES
CONTROL HOUSE
EXIST LIFT BRIDGE
EXIST PIER WATCH STATION
EXIST BRIDGE ABUTMENT
CONTROL HOUSE
EXIST BASCULE BRIDGE
SYSTEM
EXIST SEPTIC TANKEXIST DRAINAGE FIELD
AND REPLACED, IN-KIND
HAND RAIL TO BE REMOVED
EXIST BRIDGE ABUTMENT
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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
Y
P H
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof 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 T S
M
IT
H
J
A N
B
C O
E S R
E V
IE
W
F Y W
E S
T C
E N
T E
R P
IE
R
R E
P A
IR
S P
H A
S E
M A
R
B
C O
E S R
E V
IE
W
N Z
A G
E R
B
A C
K C
H E
C K
A P
R
M A
Y
C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
11+00
12+98
S T
A
WALL REPAIR AREA APPROX 350’
D1
CD301
16’-6 1/2
23’-10 1 /8"
M A
T C
H L
IN
E C
D
11+00 12+00
13+00
A
13+00
CD103
E
C
G -0
.d g n
FLOW
NN
20’0 10’
SCALE:1"=10’
DEMOLITION PLAN
LEGEND
- CONCRETE REMOVAL
REMOVAL
- BITUMINOUS OVERLAY
D1
CD301
M A
T C
H L
IN
E C
D
M A
T C
H L
IN
E C
D
(O P
T
IO
N
S T
A
T
O S
T A
D E
M O
L
IT
IO
N P
L A
N
STRUT TO BE REMOVED (TYP)
EXIST REINFORCED CONCRETE
REMOVED (TYP)
FOUNDATION TO BE
CONCRETE BOLLARD
EXIST BOLLARD AND
TO BE REMOVED
SPACER AT APPROX 6’-0" C/C
EXIST TIMBER FENDER
TO BE REMOVED
EXIST TIMBER FENDER
TO BE REMOVED
EXIST CONC CAMERA TOWER D1
CD501
INTERNATIONAL BRIDGE AUTHORITY BRIDGE PIER
C5
CD501
C5
CD501
INTEGRITY OF THE STRUCTURE
CARE SHALL BE TAKEN TO AVOID DAMAGING THE SURFACE OR
3. WHEN WORKING NEAR BUILDINGS AND BRIDGE STRUCTURES
UTILITY.
SHALL BE FLAGGED & PROTECTED TO AVOID DAMAGING THE
ON EXIST SHEETS OR ENCOUNTERED DURING CONSTRUCTION
2. DRAINAGE FIELD AND ALL MISCELLANEOUS UTILITIES SHOWN
MANHOLES ARE EXPOSED TO THE SURFACE.
1. UNDERGROUND UTILITIES NOT SHOWN FOR CLARITY.
NOTES
STORAGE BUILDING
EXIST RAIL ROAD
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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
Y
P H
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof 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 T S
M
IT
H
J
A N
B
C O
E S R
E V
IE
W
F Y W
E S
T C
E N
T E
R P
IE
R
R E
P A
IR
S P
H A
S E
M A
R
B
C O
E S R
E V
IE
W
N Z
A G
E R
B
A C
K C
H E
C K
A P
R
M A
Y
C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
S T
A
S T
A
OPTION 1
OPTION 2
FLOW
13+00 14+00
15+00
D7
CD301
OPTION 3
D1
CD303
D7
CD303
S
T A
CD104
E
C
G -0
.d g n
FLOW
NN
20’0 10’
SCALE:1"=10’
DEMOLITION PLAN
LEGEND
- CONCRETE REMOVAL
REMOVAL
- BITUMINOUS OVERLAY
(O P
T
IO
N
S T
A
T
O S
T A
D E
M O
L
IT
IO
N P
L A
N
TO BE REMOVED
EXIST TIMBER FENDER
TO BE REMOVED
SPACER AT APPROX 6’-0" C/C
EXIST TIMBER FENDER
STRUT TO BE REMOVED (TYP)
EXIST REINFORCED CONCRETE
C5
CD501
C5
CD501
REMOVED (TYP)
FOUNDATION TO BE
CONCRETE BOLLARD
EXIST BOLLARD AND
TO BE REMOVED
EXIST CONCRETE
TO BE REMOVED
EXIST ASPHALT
ASPHALT
EXIST
ASPHALT
EXIST
ASPHALT
EXIST
GRASS
EXIST
GRASS
EXIST
GRASS
EXIST
ASPHALT
EXIST
SEE NOTE 3
LOCATION APPROX
GATE ANCHORAGE
EXIST EMBEDDED
REFERENCE DRAWINGS IN SPEC SECTION 01 99 90.
CUT AS NECESSARY FOR CONCRETE REMOVAL. SEE
ANCHORAGE. REINFORCEMENT AND GATE ANCHORS TO BE
3. HEAVY REINFORCEMENT EXISTS IN AREA OF GATE
UTILITY.
SHALL BE FLAGGED & PROTECTED TO AVOID DAMAGING THE
ON EXIST SHEETS OR ENCOUNTERED DURING CONSTRUCTION
2. DRAINAGE FIELD AND ALL MISCELLANEOUS UTILITIES SHOWN
MANHOLES ARE EXPOSED TO THE SURFACE.
1. UNDERGROUND UTILITIES NOT SHOWN FOR CLARITY.
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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
Y
P H
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof 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 T S
M
IT
H
J
A N
B
C O
E S R
E V
IE
W
F Y W
E S
T C
E N
T E
R P
IE
R
R E
P A
IR
S P
H A
S E
M A
R
B
C O
E S R
E V
IE
W
N Z
A G
E R
B
A C
K C
H E
C K
A P
R
M A
Y
C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
FLOW
CONCRETE
EXIST
CONCRETE
EXIST
CONCRETE
EXIST
CONCRETE
EXIST
CONCRETE
EXIST
S T
A
M A
T C
H L
IN
E C
D
16+00
17+00
CD301
E
C
G -0
.d g n
D1
(NTS)
LEDGE ROCK VOIDS
(NTS)
OUTCROPPING
4’ 8’0 2’
SCALE:1/4"=1’
PHOTO 01
EXIST TIMBER FENDER SPACER
SPACER PHOTO.
2. SEE PHOTO 01 THIS SHEET FOR TIMBER FENDER
DISPOSED OF UNLESS NOTED OTHERWISE.
1. ALL ITEMS MARKED FOR REMOVAL ARE TO BE
NOTES:
MONOLITH
EXIST CONC
A5
CD301
CONCRETE REMOVAL DETAIL
"=1’4
SCALE:
A5
CD301
GRASS
EXIST
NOTE: TIMBER FENDERS NOT SHOWN FOR CLARITYA1
CD301
"=1’4
SCALE:
TIMBER FENDER REMOVAL DETAIL
REMOVED
FENDER TO BE
EXIST TIMBER
ELEV VARIES (- 28.9TO -31.4)
APPROX BOTTOM
ELEV. +6.13
4’ 8’0 2’
SCALE:1/4"=1’
D7
CD104
TYP DEMOLITION CROSS SECTION @ GATE RECESS
ELEV VARIES (29.0’ TO -31.0’)
APPROX BOTTOM
ELEV (-26.5’)
APPROX BOTTOM
REMOVED
FENDER TO BE
EXIST TIMBER
GRASS
EXIST
CD103
CD102
CD101
TYP DEMOLITION CROSS SECTION @ BOLLARD
A1
CD301
A1
CD301
D E
M O
L
IT
IO
N C
R O
S S S
E C
T
IO
N S
T Y
P
IC
A L
APPROX 42" W X 42" L X 51" D
TO BE REMOVED
BOLLARD FOUNDATION
EXIST MOORING
0.0 = 600.4’ (I.G.L.D. 85)
0.0 = 600.4’ (I.G.L.D. 85)
APPROX 4"
THICKNESS
TO BE REMOVED
OVERLAY
EXIST BITUMINOUS
REMOVED
TO BE
BOLLARD
EXIST MOORING
APPROX 4"
THICKNESS
TO BE REMOVED
OVERLAY
EXIST BITUMINOUS
AT 6’-0" C/C TO BE REMOVED
EXIST (3) 10"x12"x3’-0" OAK BLOCK
GATE RECESS
EXIST CONCRETE
EXIST DUCT BANK
4" THICKNESS
TO BE REMOVED
OVERLAY
EXIST BITUMINOUS
ELEV +6.13
UNKNOWN
SIZE OF STRUT IS
TO BE REMOVED
CONCRETE STRUT
EXIST REINFORCED
CAP TO BE REMOVED
EXIST CONC MONOLITH
TO BE REMOVED
EXIST CONC WEDGE
TO BE REMOVED
TYP TOP AND BOTTOM
ANCHORS AT 6’-0" C/C
WITH (2) 1-1/4" DIA X 1’-9"
EXIST L4"X4"X3/8"X2’-6"
TO BE REMOVED
BOLTS PER AT 6’-0" C/C
WITH (2) 1-1/8" DIA X 3’-0"
(2) SETS OF PLATES
EXIST PL 3/4"X4"X1’-3"
TO BE REMOVED
OAK BLOCK
CONTINUOUS
EXIST (3) 10"X12"
MIN 1’-0"
CONC - REMOVE
CONC TO SOUND
REMOVE EXIST
REMOVED
OVERLAY TO BE
EXIST BITUMINOUS
APPROX 20"
THICKNESS
BE REMOVED
EXIST SUBGRADE TO
BITUMINOUS OVERLAY REMOVAL
CONCRETE REMOVAL
2’-0" TO 5’-6"
VARIES APPROX.
3’-0"
TO BE REMOVED
EXIST CONCRETE
TO BE CUT
APPROX. 30 ANCHORS
CONCRETE.
WITH GATE RECESS
TO BE CUT FLUSH
EXIST 1" DIA. ROD
CONCRETE (MIN. 1 FT.)
REMOVE TO SOUND
BANK
EXIST DUCT
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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
Y
P H
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof 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 T S
M
IT
H
J
A N
B
C O
E S R
E V
IE
W
F Y W
E S
T C
E N
T E
R P
IE
R
R E
P A
IR
S P
H A
S E
M A
R
B
C O
E S R
E V
IE
W
N Z
A G
E R
B
A C
K C
H E
C K
A P
R
M A
Y
C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
6’-0" 1’-0"
22’-0"
2’-0"
3’-0"
2’-6" (+/-)
4’-2 1/4 "
4"
+.62’
TO 7’-9 1/2"
VARIES 2’-0 1/2"
VARIES 3" TO 3’
M
IN
A P
P R
O X
6’-0"
3’-6"
CD302
E
C
G -0
.d g n
E5
CD101
WEST END CLOSURE
2006 CAP REPAIR
TIMBER FENDERS
PZ-22 FEMALE INTERLOCK
SSP PL CLOSURE
TO BE REPAIRED
FACE OF CONC CAP
CONC CAP
FACE OF EXIST
CAP ANGLE
EXIST SSP EXIST PZ-22
INTERLOCK SEE NOTE
EXIST PZ-22 SSP FEMALE
REQ’D SSP CAP ANGLE
CONC CAP
FACE OF EXIST
REQ’D FACE OF CONC CAP
WEST END CLOSURE
D E
M O
L
IT
IO
N W
E S
T E
N D C
L O
S U
R E
PHOTO 01
TO REMAIN
EXIST TIMBER FENDERS
M A
X
TO BE REMOVED
EXIST TIMBER FENDERS
3" MAX
SEE PHOTO 01 BELOW
INTERLOCK. FILL NOTCH WITH JOINT FILLER.
ANGLE AS NECESSARY TO ACCESS FEMALE
NOTE: CUT NOTCH IN CONC CAP & SSP CAP
MALE INTERLOCK
REQ’D Z-SHAPED SSP
1’ 2’0 6"
SCALE:1-1/2"=1’
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
W
X K -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
Y
P H
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof 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 T S
M
IT
H
J
A N
B
C O
E S R
E V
IE
W
F Y W
E S
T C
E N
T E
R P
IE
R
R E
P A
IR
S P
H A
S E
M A
R
B
C O
E S R
E V
IE
W
N Z
A G
E R
B
A C
K C
H E
C K
A P
R
M A
Y
C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
PROJECT
2006 REPAIR
PROJECT
CURRENT REPAIR
CD303
E
C
G -0
.d g n
D1 4’ 8’0 2’
SCALE:1/4"=1’
MONOLITH
EXIST CONC
A4
CD303
CONCRETE REMOVAL DETAIL
"=1’4
SCALE:
NOTE: TIMBER FENDERS NOT SHOWN FOR CLARITY
TYP DEMOLITION CROSS SECTION @ BOLLARD
D E
M O
L
IT
IO
N C
R O
S S S
E C
T
IO
N S
T Y
P
IC
A L
MIN 1’-0"
CONC - REMOVE
CONC TO SOUND
REMOVE EXIST
A4
CD303
REMOVED
FENDER TO BE
EXIST TIMBER
ELEV. +6.13
A1
CD301
0.0 = 600.4’ (I.G.L.D. 85)
CAP TO BE REMOVED
EXIST CONC MONOLITH
BITUMINOUS OVERLAY REMOVAL
CONCRETE REMOVAL
APPROX 20"
THICKNESS
BE REMOVED
EXIST SUBGRADE TO
APPROX 20"
THICKNESS
BE REMOVED
EXIST SUBGRADE TO
D7 4’ 8’0 2’
SCALE:1/4"=1’
CD301 CD301
SPACER PHOTO.
2. SEE PHOTO 01 ON SHEET CD301 FOR TIMBER FENDER
DISPOSED OF UNLESS NOTED OTHERWISE.
1. ALL ITEMS MARKED FOR REMOVAL ARE TO BE
NOTES:
SPACER PHOTO.
2. SEE PHOTO 01 ON SHEET CD301 FOR TIMBER FENDER
DISPOSED OF UNLESS NOTED OTHERWISE.
1. ALL ITEMS MARKED FOR REMOVAL ARE TO BE
NOTES:
TYP DEMOLITION CROSS SECTION
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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
Y
P H
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof 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 T S
M
IT
H
J
A N
B
C O
E S R
E V
IE
W
F Y W
E S
T C
E N
T E
R P
IE
R
R E
P A
IR
S P
H A
S E
M A
R
B
C O
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E V
IE
W
N Z
A G
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B
A C
K C
H E
C K
A P
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M A
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C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
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T
IS
E
20’-0"
21’-9"
0.0 = 600.4’ (I.G.L.D. 85)
A4
CD303
REMOVED
FENDER TO BE
EXIST TIMBERA1
CD301
CAP TO BE REMOVED
EXIST CONC MONOLITH
ELEV. +6.13
BELOW LWD
ELEV VARIES -28.9 TO -31.4
CHANNEL BOTTOM
26’-2"
12’-0"
BELOW LWD
ELEV VARIES -28.9 TO -31.4
CHANNEL BOTTOM
M
IN
A P
P R
O X
14’-2"
GRASS
EXIST
APPROX 42" W X 42" L X 51" D
TO BE REMOVED
BOLLARD FOUNDATION
EXIST MOORING
REMOVED
TO BE
BOLLARD
EXIST MOORING
APPROX 4"
THICKNESS
TO BE REMOVED
OVERLAY
EXIST BITUMINOUS
APPROX 4"
THICKNESS
TO BE REMOVED
OVERLAY
EXIST BITUMINOUS
GRASS
EXIST
2’-6" (+/-)
CD501
E
C
G -0
.d g n
D1
CD103
TO BE REMOVED
EXIST CONC CAMERA TOWER
ON REQ’D CAMERA TOWER
TO BE REMOVED AND RE-INSTALLED
EXIST CAMERA AND ARM
SCALE: N/A
EXIST CAMERA TOWER
SCALE: N/A
DAMAGED LIGHT POLEA1
CD101
POLE TO BE REMOVED
EXIST DAMAGED LIGHT
TO BE REMOVED
3’ W X 3’ L X 3’-2" D
FOUNDATION.
EXIST LIGHT POLE
SCALE: N/A
C5 EXIST FENDER & SPACER SYSTEM (TYP)
D E
M O
L
IT
IO
N D
E T
A
IL
S
CD104
CD103
CD102
CD101
TO BE REMOVED
EXIST JUNCTION BOX
TO BE REMOVED
EXIST FENDER
TO BE REMOVED
TOP & BOTT
EXIST PLATE
TO BE REMOVED
TOP & BOTT
EXIST ANGLE
TO BE REMOVED
EXIST CONC WEDGE
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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
L B
Y
P H
IL
L
IP
R
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof 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 T S
M
IT
H
J
A N
B
C O
E S R
E V
IE
W
F Y W
E S
T C
E N
T E
R P
IE
R
R E
P A
IR
S P
H A
S E
M A
R
B
C O
E S R
E V
IE
W
N Z
A G
E R
B
A C
K C
H E
C K
A P
R
M A
Y
C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
REQ’D SSP
REQ’D CONC CAP
REQ’D MOORING FOUNDATION
REQ’D BOLLARD
ST101
A7
S-301
FLOW
NN
END OF FY2006 REPAIRS
S T
A
40’10’
SCALE:1"=20’
0 20’ BASE WORK
M A
T C
H L
IN
E S
T
FLOW
REQUIRED SITE PLAN
8+00
E5
S-501
A2
S-301
A1
S-505
E1
S-504
A1
S-507
(TYP)
FOR BOLLARD FOUNDATION
REQ’D DRILLED SHAFT
13+00
S L F
Y
W C
P S
T .d g n
SYSTEM (TYP)
REQ’D MOORING BOLLARD
EXIST FILLING LIGHT FRAME
EXIST FILLING LIGHT FRAME
CONTROL HOUSE
EXIST LIFT BRIDGE
EXIST BRIDGE ABUTMENT
EXIST PIER WATCH STATION
CONTROL HOUSE
EXIST BASCULE BRIDGE
ALIGNMENT POB
FACE OF MONOLITH
PHOTO BELOW
LIGHT POLE, SEE
REQ’D CUSTOM
EXAMPLE CUSTOM LIGHT POLE
EXAMPLE OF REQ’D ALIGNMENT
BACK OF EXISTING TIMBER FENDERS
SHALL MATCH ALIGNMENT OF
REQ’D FACE OF CONC CAP
26910425.72638020.037 26910378.13638017.866 26910330.19638015.655 26910282.26638013.444 26910228.15638010.963 26910177.43638008.762 26910129.20638006.541
26910083.88638004.54POB
EASTINGNORTHDECRIPTION
FACE OF MONOLITH CONTROL POINTS
A7
S-502
120E 180E
240E 300E
360E
ON BOLLARD FOUNDATION (TYP)
REQ’D NUMBER TO BE STAMPED
CHANNEL
EXAMPLE OF REQ’D BOLLARD NAME
HAND RAIL
REQ’D BRIDGE ABUTMENT
DRAIN AWAY FROM THE DOORWAY.
POSITIVE DRAINAGE SHALL BE CREATED IN THE WALKWAY TO
HOUSE SHALL FREELY CLEAR CONCRETE WALKWAY AND
3. EXISTING DOORWAY AT EXISTING LIFT BRIDGE CONTROL
SEE DETAIL C2 ON SHEET S-503.
WALKWAY MEETS EXISTING BUILDING FOUNDATION.
EXISTING ELECTRICAL MANHOLE AND WHERE THE REQ’D
2. A 1/2" WIDE ISOLATION JOINT IS REQ’D AROUND EVERY
SEE DETAIL C8 ON SHEET S-503.
BOLLARD FOUNDATION.
1. A 3/4" WIDE ISOLATION JOINT IS REQ’D AROUND EVERY
NOTE:
PAINT BOX APPROX 5" X 19"
TEXT SIZE APPOX 2" X 7"
MATCH EXIST.
ON CONC FOUNDATION SURFACE.
REQ’D MOORING NAME STAMPED
(B A
S E C
O N
T R
A C
T
S T
A
T
O S
T A
R E
Q U
IR
E D S
IT
E P
L A
N
ONE REQUIRED
1’-7"
7"
6" 6"
/2
9 1/2 "
REQ’D WALKWAY
WALL REPAIR AREA APPROX 350’
S T
A
S T
A
###E
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
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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
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P S
C O
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IN
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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 -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
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IP
B
M E
L B
Y
P H
IL
L
IP
R
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A R
M Y C
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P S O
F E
N G
IN
E E
R S fiof 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
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IP
T
IO
N M
A R
K D
A T
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S A
U L T S
T E
M A
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S
O O L
O C
K S
M I
C H
IP
P E
W A C
O U
N T
Y T S
M
IT
H
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A N
B
C O
E S R
E V
IE
W
F Y W
E S
T C
E N
T E
R P
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P A
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S P
H A
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M A
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B
C O
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E V
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W
N Z
A G
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B
A C
K C
H E
C K
A P
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M A
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C E
R T
IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
Y
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
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30448
30451
8+00 9+00
10+00 11+00
12+00 13+00
10414
4-fibre 4-fibre
10413
10505
E
CONC
STRUCT
POWER
CONC
TRANSFORMER
A/G TANK
GRD SER
GRD SER
SER
M E T
A L
C
O N
D U
IT
M E
T
N D
U
IT
MH211WC
MH210WC
FIBRE CONDUIT 176.6
FIBRE CONDUIT 363
.3’
FIBRE CONDUIT 79.0
MH302WC
P P
E R
2" Cu WATER INTAKE
6" VCT DRAIN
10494
10443
11396
11397
N
T C
H L
IN
E S
T
E5
S-501
POB
EXISTING TIMBER FENDER ALIGNMENT
ALIGNMENT POE &
FACE OF MONOLITH
26910675.72638031.71POE
26910629.53638029.4111 26910575.54638026.9810 26910527.77638024.809 26910479.66638022.628
EASTINGNORTHDECRIPTION
FACE OF MONOLITH CONTROL POINTS
26910782.41638044.2513 26910725.48638037.6212
26910675.72638031.71POB
EASTINGNORTHDECRIPTION
EXISTING TIMBER FENDER CONTROL POINTS
ST102
FLOW
NN
40’10’
SCALE:1"=20’
0 20’
V -4
.d g n
OPTIONAL WORK
S T
A
S T
A
S T
A
S T
A
FLOW
REQUIRED SITE PLAN
13+00 E1
S-301
REQ’D CAMERA TOWER
A1
S-506
OPTION 3, 10
6’
OPTION 2, 117’
OPTION 1, 117’
BACK OF EXISTING TIMBER FENDERS
SHALL MATCH ALIGNMENT OF
REQ’D FACE OF CONC CAP
EXAMPLE OF REQ’D ALIGNMENT
WHERE THERE IS REQ’D CONC CAP EXAMPLE OF REQ’D ALIGNMENT
AT START OF GATE RECESS
WORK AT START OF GATE RECESS
TO BE MAINTAINED FOR REQ’D
HERE IS THE REQ’D ALIGNMENT
TIMBER FENDER, SHOWN
BACK EDGE OF EXISTING
480E 540E
600E 660E
720E
780E 840E
SEE DETAIL C2 ON SHEET S-503.
WALKWAY MEETS EXISTING BUILDING FOUNDATION.
EXISTING ELECTRICAL MANHOLE AND WHERE THE REQ’D
2. A 1/2" WIDE ISOLATION JOINT IS REQ’D AROUND EVERY
SEE DETAIL C8 ON SHEET S-503.
BOLLARD FOUNDATION.
1. A 3/4" WIDE ISOLATION JOINT IS REQ’D AROUND EVERY
NOTE:
D2
S-302
D8
S-302
(O P
T
IO
N
S T
A
T
O S
T A
R E
Q U
IR
E D S
IT
E P
L A
N
S O
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A T
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N N
O
D E
S
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D B
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S
IZ
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T E
D B
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C O
N T
R A
C T N
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C H
E C
K E
D B
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D R
A W
N B
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IS
S
U E D
A T
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SHEET ID
S
A AF
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Y
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P S
C O
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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
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P ’S
V a g in e e r
X K -1
-B -0
W
X K -X
X -X -X
X X
X
A N
S
R E
E T A
D D
R E
S S
C
IT
Y S
T A
T E Z
IP
B
M E
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P H
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R
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M Y C
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P S O
F E
N G
IN
E E
R S fiof 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
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IP
T
IO
N M
A R
K D
A T
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S A
U L T S
T E
M A
R
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S
O O L
O C
K S
M I
C H
IP
P E
W A C
O U
N T
Y T S
M
IT
H
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A N
B
C O
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E V
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W
F Y W
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T C
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T E
R P
IE
R
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P A
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S P
H A
S E
M A
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B
C O
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W
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A G
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K C
H E
C K
A P
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M A
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C E
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IF
IE
D F
IN
A L
CERTIFIED FINAL READY TO ADVERTISE
M
A Y
M A
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C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
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E1
S-504
(TYP)
FOR BOLLARD FOUNDATION
REQ’D DRILLED SHAFT A1
S-507
SYSTEM (TYP)
REQ’D MOORING BOLLARD
STORAGE BUILDING
EXIST RAIL ROAD
REQ’D SSP
REQ’D CONC CAP
FILL HYDRAULIC CONCRETE
REQ’D CANAL GATE RECESS
REQ’D WALKWAY
ON BOLLARD FOUNDATION (TYP)
REQ’D NUMBER TO BE STAMPED
13+00 14+00
15+00
16+00
17+00
18+00
CONC
CONC
GRD
TEL
SER
IN USE
PRI.-N
OT
GRD SER
GRD SER
M E T
A L
C
O N
D U
IT
MH209WC
MH208WC
MH208AWC
MH207WC
IN USE
PRI.-N
OT
GRD
TEL
I/C
SER. 2
SERGRD
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
S-301
E
C
G -0
.d g n
4’ 8’0 2’
SCALE:1/4"=1’
CAP OVERLAY
REQ’D 1’-0" CONCRETE
& SSP C
CONSTRUCTION C
L L
1 % SLOPE
REQ’D CONCRETE
MONOLITH
EXIST CONCRETE
REQ’D CROSS SECTION
LEDGE ROCK
REQ’D LOW SLUMP CONCRETE
A2
ST101
A8
S-501
REQ’D CROSS SECTIONA7
ST101
REQ’D LOW SLUMP CONCRETE
LEDGE ROCK
MONOLITH
EXIST CONCRETE
CAP OVERLAY
REQ’D 1’-0" CONCRETE
& SSP C
CONSTRUCTION C
L L
E1
S-504
4’ 8’0 2’
SCALE:1/4"=1’
MATERIAL
REPLACE WITH SUBBASE
FILL BENEATH CONCRETE AND
REMOVE APPROX 2’ OF EXIST
& SSP C
CONSTRUCTION C
L L
GATE RECESS
D7
S-502
4’ 8’0 2’
SCALE:1/4"=1’
REQ’D CROSS SECTIONE1
ST102
E7
S-503
D2
S-502
D2
S-502
FOUNDATION
REQ’D STEEL CASING
R E
Q ’D C
R O
S S S
E C
T
IO
N S
T Y
P
IC
A L
0.0 = 600.4’ (I.G.L.D. 85)
0.0 = 600.4’ (I.G.L.D. 85) 0.0 = 600.4’ (I.G.L.D. 85)
BANK
EXIST DUCT
BANK
EXIST DUCT
REQ’D HYDRAULIC CONCRETE
REQ’D ADHESIVE ANCHORS
BANK
EXIST DUCT
REQ’D ADHESIVE ANCHORS
REQ’D HYDRAULIC CONCRETE
BOLLARD
REQ’D MOORING
C REQ’D DRILLED SHAFT
+6.13
+2.08’
SSP CUTOFF ELEV
+6.13 +6.13
+2.08’
SSP CUTOFF ELEV
REQ’D Z-SHAPED SSP WALL
REQ’D Z-SHAPED SSP WALL REQ’D Z-SHAPED SSP WALL
A1
S-507
1 % SLOPE
1 % SLOPE
L
TO BE PLACED IN MAX. 8’ LIFTS
REQ’D HYDRAULIC CONC.
ACCESS CONC.
EXISTING GATE
2’-0 1/2" TO 7’-9 1/2"
REQ’D CROSS SECTIONF7
S-301
F7
S-301
REQ’D Z-SHAPED SSP WALL
SSP INTERLOCK (TYP.)
SCALE:3/4"=1’
0 1’ 2’ 3’
CAP
REQ’D CONC.
REQ’D EMBEDDED BARS
SSP CAP ANGLE ELEV +2.13’
TOP LIFT ONLY
REQ’D CONC. ANCHORSTOP LIFT ONLY
REQ’D EMBEDDED BAR
REQ’D CONCRETE
E7
S-503
MATERIAL
REPLACE WITH SUBBASE
FILL BENEATH CONCRETE AND
REMOVE APPROX 2’ OF EXIST
TYP EACH INTERLOCK
CONCRETE ANCHOR x 6" LONG
REQ’D 1/2" DIA. HEADED
F7
S-301
REQ’D LOW SLUMP CONCRETE
D2
S-502
VARIES 5-’0" T0 8’-6" APPROX. 4’ - 2 1/2"
6’-0"
22’-10"
AT BOLLARD BETWEEN BOLLARD
BELOW LWD
ELEV VARIES -28.9 TO -31.4
CHANNEL BOTTOM
BELOW LWD
ELEV VARIES -28.9 TO -31.4
CHANNEL BOTTOM
AT CL GATE RECESS
20’-0"
20’-0"
6’-10" 10"
BELOW LWD
ELEV VARIES -28.9 TO -31.4
CHANNEL BOTTOM
APPROX -26.5
/4
/4
S O
L
IC
IT
A T
IO
N N
O
D E
S
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