Mac_Lock_Gate_Anchorages_Plans_RTA_Set_2.pdf
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- Attached to
- FY17 MacArthur Lock Embedded Gate Anchorage Replacement Federal contract opportunity
- Solicitation number
- W911XK-17-R-0006
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N O
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A N
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SG507
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K S C
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P L E
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A1
TESTING DETAIL
0 1' 2'
DIAL INDICATOR
HYDRAULIC JACK
LEVELING PLATE
REMOVABLE COUPLER
FIRST STAGE GROUT
ANCHOR ROD
CENTRALIZER AS REQUIRED
TOP OF EXISTING CONCRETE
C DRILLED HOLE #1L LC DRILLED HOLE #2-4
TOP OF EXIST. CONC. TOP OF EXIST. CONC.
4" Ø DRILLED HOLE (TYP.)
4" Ø DRILLED HOLE (TYP.)
S E
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4" Ø DRILLED HOLE (TYP.)
B3 0 1' 2'SCALE: 1"=1'
DEMONSTRATION TEST DETAILS
GENERAL SHEET NOTES
1. DEMONSTRATION TEST SHALL DEMONSTRATE DRILLING,
TESTING.
ROUGHENED. HOLE SHALL REMAIN UNGROUTED TO
DEMONSTRATE THE ROUGHNESS PROFILE FOR EACH TEST
CONCLUSION OF INSTALLATION OF PRODUCTION ANCHORS.
5. TESTING DETAIL PROVIDED FOR INFORMATION ONLY.
TESTING APPARATUS DESIGN SHALL BE SUBMITTED FOR
APPROVAL IN ACCORDANCE WITH SPECIFICATIONS.
SHOWN AND SHALL BE USED AS PART OF ACCEPTANCE
CRITERIA DURING PULL TEST PER SPECIFICATIONS.
7. ANCHOR ROD SHALL EXTEND BEYOND THE TOP OF EXISTING
CONCRETE OR BE RECESSED BELOW THE TOP OF EXISTING
CONCRETE TO FACILITATE DEMONSTRATION TEST.
CONTRACTOR SHALL PROVIDE DETAILS IN DEMONSTRATION
TEST PLAN.
REQUIREMENTS.
GROUTING. SEE SPECIFICATIONS FOR PULL TEST
PULL TESTS SHALL BE PERFORMED AFTER STAGE ONE
3. TEST ANCHORS #2-4 SHALL BE TWO STAGE GROUTED.
SURFACE PREPARATION, INSTALLATION, AND STRENGTH
2. TEST ANCHOR #1 SHALL BE A DRILLED HOLE, CLEANED AND
ANCHOR. THE HOLE SHALL BE FILLED WITH GROUT AT THE
6. FREE LENGTH OF ANCHOR SHALL BE CALCULATED AS
TEST ANCHOR ROD
GROUT
TOP OF LOCK WALL
SEE NOTE 8
C2
SG506
SEE SPEC PARAGRAPH 03 0133.-2.2)
CENTRALIZER (PLASTIC ONLY
B5
DETAIL
1'0 6" "=1'2
1SCALE: 1
TOP OF NONSHRINK
GROUT (TYPICAL)
SCALE: NTS
PERFORMED CONCURRENTLY.
BUTTON. PULL TESTS SHALL NOT BE
EDGE OF MONOLITH 37N, AND 6 FEET FROM THE SNUBBING
BETWEEN MONOLITH 37N AND 38N, 4 FEET FROM THE NORTH
SHALL BE 6 FEET 6 INCHES FROM MONOLITH JOINT
LOCATED IN THE NORTH EAST CORNER. TEST ANCHORS
INDICATED ON SHEET GI004. TEST ANCHORS SHALL BE
4. TEST ANCHORS SHALL BE LOCATED IN MONOLITH 37N AS
SEE NOTE 7
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OF EXISTING CONCRETE. SEE DETAIL B5 THIS SHEET.
THE TEST HOLES SHALL THEN BE GROUTED TO THE TOP
TWO INCHES BELOW THE TOP OF EXISTING CONCRETE.
CUT SUCH THAT THE TOP OF THE ROD IS A MINIMUM OF
OF THE DEMONSTRATION TEST ANCHOR RODS SHALL BE
INSTALLATION OF ANCHOR RODS AND TESTING THE TOP
8. AFTER COMPLETION OF DEMONSTRATION TEST,
OR OTHER MEANS
SUPPORTED AT TOP BY TEMPLATE
IF ANCHOR ROD IS ADEQUATELY
OMITTED ON SECOND STAGE GROUT
CENTRALIZER AS REQUIRED MAY BE
OR OTHER MEANS
SUPPORTED AT TOP BY TEMPLATE
IF ANCHOR ROD IS ADEQUATELY
OMITTED ON SECOND STAGE GROUT
CENTRALIZER AS REQUIRED MAY BE
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IDENTIFICATION
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IDENTIFICATION
SHEET
D A
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®of Engineers
US Army Corps
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3'-0"
#6
C
EL. 116.66
3 #9 3 #9
EL. 117.50
EL. 118.0
EL. 116.66
EL. 119.0
EL. 118.0
L RELOCATED LIGHT STANDARD
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S
EXIST. 3" DRAIN PIE
NEW 3" SCH 40 PIPE
EXIST. 8" PIPE
NEW 8" PIPE COUPLER
NEW 8" PIPE ELBOW SEE SPECS
NEW 8" FLAP VALVE
NEW SEAT ANGLE
" PER FT.4
1SLOPE
NEW 3" DRAIN PIPE
NEW SLIP-ON FLANGE
0 1' 2' 3'"=1'4
3SCALE:
EL. VARIES
EL. 121.00
C3
SECTION
C3
TRIM 2" LEG
SEAT ANGLE8
3 x 2 x 2
1NEW 2
1' 2'0 6""=1'2
1SCALE: 1
D5 1' 2'0 6""=1'2
1SCALE: 1
DETAIL
D5
A3
A3
0 1' 2' 3'"=1'4
3SCALE:
A5 SECTION
S T
A .7
2'-0"
8"
NEW 8" Ø SCH. 40 PIPE
" #6
#9
4 #6 W/10" EMBED.
STA. 871.00B
L ANCHORAGEC
CONCRETE PLACEMENT
THIS ELEVATION DURING
SUPPORT LIGHT STANDARD AT
COUPLING
MECHANICAL
SG5020 1' 2' 3'"=1'4
3SCALE:
SECTION
A1
L 8" VENT PIPE L ANCHORAGECC
BAR, EMBED 10"
#6 THREADED REINF.
BAR, EMBED 14"
#9 THREADED REINF.
2"
ELEVATION
(6
E
M B
E D
2 #6 VERT. (6" EMBED.)
#6 (6" EMBED.)
SEE NOTE 1 AND SPECS
" GRATING 2'-4" x 2'-4"4
NEW 3" SCH 40 DRAIN PIPE
FULL LENGTH WITH GROUT
PLUG ABANDONED DRAIN PIPE
5'-2"
DRAIN PIPE
NEW 3" SCH 40
NOTES
A1
0 1' 2' 3'"=1'4
3SCALE:
B1
SG502
DEMO LIMIT
DETAIL PLAN
NEW CONCRETE
EXISTING CONCRETE
NEW 3" DRAIN PIPE
#6 (6" EMBED.)
#6 (6" EMBED.)
EL. 119.57
GROUT APPROX.
TOP OF NON-SHRINK
APPROXIMATE EL. 119.57
TOP OF NON-SHRINK GROUT
VENT RECESS
RELOCATED AIR
NON-SHRINK GROUT NON-SHRINK GROUT
NEW CONCRETE
NEW CONCRETE
NEW 8" SCH 40 PIPE
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2%
SLOPE 1%
BAR, EMBED 14" (TYP.)
#9 THREADED REINF.
* SEE NOTE 3 ON SHEET SG501
SAW CUT TO ALLOW 1" GROUT
GALVANIZE AFTER FABRICATION IN ACCORDANCE WITH ASTM A123.
TOP SURFACE PLAIN. CROSS ROD SPACING 4" ON CENTER. HOT DIP
" ON CENTER.16
11" SPACED AT 8
1 x 4 1 2'-4" x 2'-4" BANDED. BEARING BARS 1
1. GRATING SHALL BE STANDARD WELDED METAL BAR GRATING 11-W-4
OF THE LOCK CHAMBER WALL CONCRETE.
TOP OF WALL ELEVATIONS GIVEN ON THE DRAWINGS ARE AT THE FACE
2. TOP OF LOCK WALLS SLOPE AWAY FROM LOCK CHAMBER AT 1" IN 10 FT.
(EMBED WITH EPOXY RESIN)
EXIST. CONC. (2 PER FACE)
#4 BAR x 3" EMBEDMENT IN
SMOOTH
#4; GRIND TOP SURFACE FLUSH AND
PLACEMENT, WELD AS SHOWN, TRIM
" HOLE. AFTER CORRECT 8
5DRILL
BAR, EMBED 10" (TYP.)
#6 THREADED REINF.
M A
R Y
S R
IV
E R
TO PIPE RUN
" PER FOOT SLOPE4
1TO PROVIDE
BEND ORIENTED4
1 BEND AND 8
NEW 3" COUPLER, SPOOL PIECE
#6 #9
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IDENTIFICATION
SHEET
D A
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A P
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®of Engineers
US Army Corps
B
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W
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SG509
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-R -0
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D1
PLAN - PRIMARY ANCHORAGE (GATE 2)
SEAT ANGLE
P R
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G E G
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F1554 GR 55 ANCHORS
" Ø HOLES FOR 1" Ø ASTM8
1' 2'0 6""=1'2
1SCALE: 1
.0
NON-SHRINK GROUT
HIGH STRENGTH
EXISTING CONCRETE
A4 1' 2'0 6""=1'2
1SCALE: 1
A4
SEAT ANGLE
RAISED PATTERN FLOOR PLATE
(SEE SPECS)
HIGH STRENGTH GROUT
(SEE DETAIL ON SG505)
BEARING PLATE
L
EL. 121.00
EL. 119.12
A1
SECTION
A1
B4
SG503
1' 0"
EACH END (SEE SPECS)
" CAULK ALL AROUND4
"2
3"
"2
3"
1' 6"
2' 0"
FOR 1" Ø HEX BOLT (TYP.)
DRILL AND TAP 2" DEEP
S
P A
S
P A
"2
1 "2
SYMM. ABOUT C
L
L
ABOUT C
SYMM.
C4 1' 2'0 6""=1'2
1SCALE: 1
FOR 1" Ø HEX BOLT (TYP.)
DRILL AND TAP 2" DEEP
" Ø HOLE (TYP.)8
1' 6"
.0
12.005"
PRIMARY LINK PLATE SADDLE
BASE CAP
PLAN
PLAN
(TYP.)
HOLE 1.030" Ø
1' 6"
3" 3"
L
(SEE SPECIFICATIONS)
EACH END
" CAULK ALL AROUND4
P R
IM
A R
Y L
IN
K P
IN
P
L A
T E S
A D
D L E
(SEE SPECIFICATIONS)
"8 3 x 5'-08
5 x 338 5P
RAISED PATTERN FLOOR PLATE
2" PRIMARY LINK PIN PLATES
" PLATE (SEE SPECS)2
1" CAULK AROUND PERIMETER OF 14
4' 10"1' 0"
HIGH STRENGTH GROUT
PATTERN NO. 4
RAISED PATTERN SHALL BE SIMILAR TO ASTM A 786
RAISED PATTERN FLOOR PLATE SHALL BE ASTM A 36
NOTE:
PRIMARY LINK PLATES
“DEBONDING AGENT”
INHIBITING COMPOUNDS. SEE SPECS SECTION 05 59 13,
PTI DC35.1, TABLE 4.1, REQUIREMENTS FOR CORROSION
COMPOUND MEETING THE PROPERTY REQUIREMENTS OF
PLATE WITH BOND BREAKER AND CORROSION INHIBITING
COAT SADDLE STEEL IN CONTACT WITH PRIMARY LINK
SECTION
"=1'2
1SCALE: 1 1' 2'0 6"
LINK PLATES AND SADDLE (SEE SPECIFICATIONS)
PLATE POSITION AFTER ASSEMBLY OF PIN PLATES,
POSITIONING NUTS AND WASHERS. SET BEARING
" PIN PLATE (TOP AND BOTTOM)8
EL. 120.042
C PIN PLATESL
EXISTING CONCRETE
WASHERS;12" EMBEDDMENT INTO
BOLT W/ POSITIONING NUTS AND
" Ø ASTM F1554 GRADE 55 ANCHOR 8
11 C PIN MK M2-704-1
EDGE OF LEVER ARM RECESS
05 59 13, “DEBONDING AGENT”
INHIBITING COMPOUNDS. SEE SPECS SECTION
TABLE 4.1, REQUIREMENTS FOR CORROSION
THE PROPERTY REQUIREMENTS OF PTI DC35.1,
CORROSION INHIBITING COMPOUND MEETING
BE COATED WITH BOND BREAKER AND
BEARING PLATE SURFACES IN CONTACT SHALL
C1
3"
DRAIN C
L
EL. 119.79
EL. 119.27
STD. 3" ELBOW
3" Ø DRAIN
GROUT PAD
3" Ø DRAIN
SAW CUT TRENCH
NON-SHRINK GROUT
C1 "=1'2
1SCALE: 1 1' 2'0 6"
ASTM A572 - 50
-.002 +.0
.0
.0
-.002 +.0
.0
.0
SECTION - PRIMARY ANCHORAGE (GATE 2)
EL. 118.82
" / FT4
1SLOPE
3" Ø SCH 40 DRAIN
HIGH STRENGTH GROUT
EL. 119.27
CONCRETE
16" EMBEDDMENT INTO EXISTING
W/WASHERS AND LEVELING NUTS
1" Ø ASTM F1554 GR.55
(TYPICAL)
SAW CUT EDGE
SEE SG505
PRIMARY LINK PLATE
STD. 2.25" THREAD LENGTH
" LONG;2
11" Ø ASTM A325 x 3
2' 6"
EL. 119.79
12.005"
EL. 120.042
C PIN PLATESL
EL. 119.12
LINK PIN PLATE SADDLE
BOTTOM OF PRIMARY
PLATE SADDLE
PRIMARY LINK
4"
A4
EXISTING PRIMARY ANCHORAGE
EXISTING SECONDARY ANCHORAGE
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GENERAL SHEET NOTES
R D
K
S U
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E Y C
O N
T R
O L P
O
IN
C PINL
C PINL
B4
ELEVATION - PRIMARY ANCHORAGES
A4
ELEVATION - SECONDARY ANCHORAGES
EXISTING CONNECTION PIN HOLES.
GATE ANCHORAGES IN THE SAME LOCATION AS THE
SYSTEM TO RE-ESTABLISH THE LOCATION OF THE NEW
1. THE CONTRACTOR SHALL CREATE A SURVEY CONTROL
SPECIFIED ACCURACY.
CONTROL SYSTEM IS ADEQUATE TO ACHIEVE THE
CONTROL POINTS AS NECESSARY TO ENSURE THE SURVEY
SURVEY CONTROL. THE CONTRACTOR MAY ADD ADDITIONAL
DEFINED ON THIS DRAWING SHALL BE USED FOR THE
2. THE HORIZONTAL AND VERTICAL CONTROL POINT LOCATIONS
SYSTEM SPECIFICATION.
SECTIONS 35 50 56 FOR FOR COMPLETE SURVEY CONTROL
TO THE GOVERNMENT FOR APPROVAL. SEE SPECIFICATION
3. THE CONTRACTOR SHALL SUBMIT A SURVEY POINT REPORT
CP CENTER OF PRIMARY CONNECTION PIN (PT.A)
CP CENTER OF SECONDARY CONNECTION PIN (PT.B)
PLAN - GATE ANCHORAGES - GATES 2 AND 5
2. MITER GATE NOT SHOWN
1. TYPICAL 4 LOCATIONS
NOTES:
2.53
FLOW
C
.8
10°
C
C
B4
NORTH MONOLITH OPPOSITE HAND
SOUTH MONOLITH SHOWN;
.0
(GATE 5 ONLY)
EXISTING LIGHT STANDARD
LOCK TRANSVERSE AXIS (GATE 2 ONLY)
CP ON L ANCHORAGE, 10º FROM
(GATE 5 ONLY)
EXISTING AIR VENT RECESS
EXISTING BY-PASS VALVE STEM EXTENSION
BUTTON
EXISTING SNUBBING
PIN PLATES
EXISTING PRIMARY ANCHORAGE
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C E
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0 1' 2' 3' "=1'4
3SCALE:
0 1' 2'
SCALE: 1"=1'
0 1' 2'
SCALE: 1"=1'
CONNECTION PIN (PT.B) (GATE 5 ONLY)
22.0' BACK FROM CENTER OF PRIMARY
CP ON L OF PRIMARY ANCHORAGE
CP ON L OF PRIMARY ANCHORAGE (GATE 2 ONLY)
CONNECTION PIN (PT.B)
22.0' BACK FROM CENTER OF SECONDARY
CP ON CENTERLINE OF SECONDARY ANCHORAGE
PIN PLATE
CP CENTER OF
PIN PLATES
EXISTING SECONDARY ANCHORAGE
PIN PLATE
CP CENTER OF
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S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
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J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
A D
Y T
O A
D V
E R
T
IS
E J
U N
S T L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
A D
Y T
O A
D V
E R
T
IS
E J
U N
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
ASSEMBLY
GUDGEON PIN
MK. 21/16-26
A
TO BE REPLACED (MK. 21/18-6)
SHIM PLATES NOT SHOWN
MK. 21/16-26
B
M
D
MK. 21/18-26
C
E
(MK. 21/18-1)
TO BE REPLACED
NOT SHOWN
KEEPER PLATE
MK. 21/18-3
MK. 21/18-26
MK. 21/18-27
MK. 21/18-21
MK. 21/19A-2
MK. 21/18-28
MK. 21/19A-2
MK. 21/18-20
L (LOWER P )
K
J (LOWER P )
I
MK. 21/19A-2
MK. M2-703-2
(MK. 21/18-9)
TO BE REPLACED
NOT SHOWN
KEEPER PLATE
MK. 21/18-8
EXISTING
LEVER ARM
L
L
MK. M2-703-2
PRIMARY PIN PLATE
MK. 21/19A-2
MK. 21/18-28
MK. 21/18-28
PRIMARY PIN PLATE
PRIMARY LINK PIN PLATES
SECONDARY PIN PLATE
MK. 21/18-20
A4
M2702
PRIMARY LINK BAR ASSEMBLY
LEVER ARM
o
GENERAL SHEET NOTES
ASSEMBLY.
REINSTALLED AFTER REINSTALLATION OF LINKAGE
PRIOR TO REMOVAL OF LINKAGE ASSEMBLY AND
6. THE LUBRICATION SYSTEM SHALL BE DISCONNECTED
THE MEMBER, WHERE APPLICABLE.
4. BUSHINGS SHALL BE PRESSED IN FROM THE INNER SIDE OF
A
B
C
D
E
F
G
H
I
J
BORE DIAMETER
OUT-OF-ROUND DIMENSION TABLE
GATE 2
NORTH SOUTHMIN (IN.) MAX (IN.)
10.750
10.750
3.500
3.500
3.500
6.250
6.250
10.752
10.752
3.501
3.501
3.501
6.252
6.252
MK. #
MK. 21/16-26
MK. 21/16-26
MK. 21/18-26
MK. 21/18-26
MK. 21/18-27
MK. 21/19A-3
MK. M2-703-1
MK. 21/19A-2
MK. 21/19A-2
RE-USED.
5. THE LINK BAR ASSEMBLIES FOR GATE 2 SHALL BE
AND KEEPER PLATE SCREWS TO BE REPLACED.
BUSHINGS AS SHOWN ON THE DRAWINGS. ALL BUSHING
EXISTING. THE CONTRACTOR SHALL FABRICATE PINS AND
SHEET M2701 SHALL BE REPLACED UNLESS NOTED AS
1. BUSHINGS AND PINS CALLED OUT WITH MARK NUMBERS ON
MK. M2-703-1
S T
M A
R Y
S R
IV
E R
C H
IP
P E
W A C
O U
N T
Y
M I
M2701
S O
O L
O C
K S C
O M
P L E
X
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
A N
S I
D
S .J .K
B R
A N
D O
N B L E
W
IS
P .E
K .L .S
K
L
6.250
6.250
6.252
6.252
MK. 21/19A-2
MK. 21/19A-2
PUMPED OUT OF LINES.
TO ENSURE ALL DEBRIS AND FOREIGN MATERIAL IS
GREASE COMES OUT OF LINES PRIOR TO RE-ASSEMBLY
7. CONTRACTOR SHALL PUMP GREASE UNTIL FRESH CLEAN
PRIOR TO ASSEMBLY OF LINKAGE ASSEMBLY.
9. CONTRACTOR SHALL PRE-GREASE ALL PINS AND BUSHINGS
M MK. 21/18-28
5.000 5.002
THREADED PARTS PRIOR TO ASSEMBLY.
8. CONTRACTOR SHALL APPLY COPPER ANTI-SEIZE ON ALL
5.000
5.000
5.002
5.002
6.000 6.002
M .d g n
SYM TO REMOVE IN SHOP.
CONTRACTOR SHALL TAKE ASSEMBLY TO THE SYM FOR
PIN MK. 21/18-21. IF HEAT IS NECESSARY TO REMOVE PIN,
10. CONTRACTOR SHALL NOT HEAT ASSEMBLIES TO REMOVE
GUDGEON PIN. SEE SHEET M2702.
THE SPRING BOX LUGS, LINK CONNECTING PIN, AND
ACCOMMODATE NEW BUSHINGS. THE LOCATIONS INCLUDES
BORE THE HOLES AS SHOWN ON THE DRAWINGS TO
INSTALLED. AT THESE LOCATIONS THE CONTRACTOR SHALL
WITH MARK NUMBERS DO NOT CURRENTLY HAVE BUSHINGS
2. CERTAIN LOCATIONS WHERE BUSHINGS ARE CALLED OUT
APPLICABLE BORE. SEE TABLE THIS SHEET.
CONTAINING THE LOCATION AND DIMENSION OF EACH
DIMENSION. THE CONTRACTOR SHALL SUBMIT A REPORT
THROUGH 'M' TO DETERMINE THE OUT-OF-ROUND
SHALL MEASURE THE DIAMETER OF EACH BORE DENOTED 'A'
3. AFTER REMOVAL OF EXISTING BUSHINGS, THE CONTRACTOR
S L F
Y
B1
LINKAGE ASSEMBLY - PLAN
SCALE NTS
:1
M
IT
E R G
A T
E A
N C
H O
R A
G E C
O N
N E
C T
IO
N
A S
S E
M B
L Y P
L A
N A
N D I S
O M
E T
R
IC
(O P
T
IO
N
S .J .K
W P -1
-R -2
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
A3
ASSEMBLY ISOMETRIC
SCALE NTS
PIN ASSEMBLY
OVERLOAD REGULATOR
F
G
H
PIN PLATES
PRIMARY LINK
SECONDARY PIN PLATE
MK. 21/19A-3
SECONDARY LINK BARTO REMAIN IN PLACE
REGULATOR ASSEMBLY
EXISTING OVERLOAD
(MK 21/19A-6)
SHOWN TO BE REPLACED
KEEPER PLATE NOT
MK. 21/19A-4
MITER GATE
MK. M2-703-1
MK. M2-703-1
SPRING BOX LUG
CONNECTION PIN
SECONDARY LINK
ASSEMBLY
PRIMARY LINK CONNECTION PIN
CONNECTION PIN ASSEMBLY
PRIMARY LINK ANCHORAGE
CONNECTION PIN
SECONDARY LINK ANCHORAGE
MK. M2-703-3
MK. M2-703-3
(MK. 21/18-9)
BE REPLACED
NOT SHOWN TO
KEEPER PLATE
MK. M2-704-1
UPPER YOKE PLATE
LOWER YOKE PLATE
C4
SECTION
SCALE NTS
C4
YOKE PLATE
10.750" 10.752"
11.250" 11.262"
C MK. 21/18-3L
A4
DETAIL
SCALE NTS
M2701
.5
.5
0.125" 0.130"
S T
M A
R Y
S R
IV
E R
C H
IP
P E
W A C
O U
N T
Y
M I
M .d g n
A N
S I
D
M2702
S O
O L
O C
K S C
O M
P L E
X
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
C1
MITER GATE YOLK PLATES
SCALE NTS
1" 2.75"
.2
.5
3.187"
UPPER PIN PLATE
LOWER PIN PLATE
.6
.2
10"
BOTH YOKE PLATES.
NEW BUSHING MK. 21/16-26 SEE M2703.
BORE NEW HOLE AND INSTALL
S .J .K
K .L .S
B R
A N
D O
N B L E
W
IS
P .E
(MK. M2-703-1) SEE SHEET M2703
INSTALL NEW BUSHING
BORE NEW HOLE AND
G A
T E A
N D S
P R
IN
G B
O X M
O D
IF
IC
A T
IO
N :1
S L F
Y
M
IT
E R G
A T
E A
N C
H O
R A
G E C
O N
N E
C T
IO
(O P
T
IO
N
WASHERS
ASTM A307 HEX BOLTS AND GALVANIZED
PLATE TO RECEIVE 5/8-11 X 1" GALVANIZED
DRILL AND TAP TOP SPRING BOX LUG
"16
B1
PRIMARY PIN PLATE DETAIL
SCALE NTS
WASHERS
ASTM A307 HEX BOLTS AND GALVANIZED
" GALVANIZED2
1TO RECEIVE 5/8-11 X 1
DRILL AND TAP TOP PRIMARY PIN PLATE
"16
B2
SECONDARY PIN PLATE DETAIL
SCALE NTS
WASHERS
ASTM A307 HEX BOLTS AND GALVANIZED
" GALVANIZED2
1TO RECEIVE 5/8-11 X 1
DRILL AND TAP TOP SECONDARY PIN PLATE
.J .K
W P -1
-R -0
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
A D
Y T
O A
D V
E R
T
IS
E J
U N
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
0 3" 6"
.2
.2
10.759"
11.224"
10.0 10"
CORRESPONDS TO MK. 21/16-26
0 3" 6" 9" 12"
.2
.2
.3
6.006"
5.5 09"
6.482"
0 3" 6" 9" 12"
0 3" 6" 9" 12"
.2
.3
5.005"
4.50 7"
5.482"
1' 2'0 6"
3.503"
0 3" 6"
3.620"
.1
.9
3.0
MK. M2-703-1
S T
M A
R Y
S R
IV
E R
C H
IP
P E
W A C
O U
N T
Y
M I
A N
S I
D
M2703
S O
O L
O C
K S C
O M
P L E
X
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
CORRESPONDS TO MK. 21/18-6
CORRESPONDS TO MK. 21/19A-3
3.502"
CORRESPONDS TO MK. 21/19A-2
3.00 0"
.9
.9
6.254" 5.50
0"
0 3" 6"
CORRESPONDS TO MK. 21/18-28
10.125"
1'-1.875"
.0
.0
.2
.2
10.760"
.3
.2
.1
3.502"
.0
" RAD.8
" RAD.8
" RAD.8
" RAD.8
3.625" 3.0
3.504" 3.00
4"
6.255" 5.50
6" 11.232"
10.0 27"
4.50 6"
5.006"
5.488"
"8
" RAD.16
" RAD.16
" RAD.16
" RAD.16
CORRESPONDS TO MK. M2-703-2
6.005"
5.5 06"
6.488"
" DEEP32
3" WIDE X 4
GREASE GROOVE
" DEEP16
1" WIDE X 8
GREASE GROOVES
" DEEP16
1" WIDE X 4
GREASE GROOVE
" DEEP16
1" WIDE X 8
GREASE GROOVES
S .J .K
K .L .S
B R
A N
D O
N B L E
W
IS
P .E
C4
PRIMARY CONNECTING PIN
STEEL BUSHING
SCALE 3" = 1'-0"
6 REQUIREDASTM 434 - GR. 4142HT CLASS BC
C3
GUDGEON PIN PLATES
STEEL BUSHING
SCALE 3" = 1'-0"
4 REQUIREDASTM 434 - GR. 4142HT CLASS BC
C2
BUSHING - SPRING BOX PIN
SCALE 6" = 1'-0"
2 REQUIREDASTM B505 - UNS C86300
C1
PRIMARY PIN & ANCHORAGE
BUSHING - LEVER ARM AT
SCALE 6" = 1'-0"
8 REQUIREDASTM B505 - UNS C86300
A2
SECONDARY ANCHORAGE PIN
STEEL BUSHING
SCALE 3" = 1'-0"
4 REQUIREDASTM A434 - GR. 4142HT CLASS BC
A1
AT SPRING BOX
STEEL BUSHING
SCALE 6" = 1'-0"
4 REQUIREDASTM A434 - GR. 4142HT CLASS BC
0 3" 6" 9" 12"
CORRESPONDS TO MK. M2-703-3
6.006"
" RAD.8
6.005"
5.5 09"
6.482"
5.5 06"
6.488"
.3
A3
PRIMARY ANCHORAGE PIN
STEEL BUSHING
SCALE 3" = 1'-0"
4 REQUIREDASTM A434 - GR. 4142HT CLASS BC
.0
.9
D5
GUDGEON PIN PLATES
SHIM
" = 1'-0"2
1SCALE 1
20 REQUIREDASTM A36
5.482" 4.5
.2
.0
.2
5.006"
.9
5.005"
" RAD.8
5.488" 4.5
0 3" 6" 9" 12"
CORRESPONDS TO MK. 21/18-27
0 3" 6" 9" 12"
CORRESPONDS TO MK. 21/18-26
A4
GUDGEON LINK
STEEL BUSHING
SCALE 3" = 1'-0"
4 REQUIREDASTM A434 - GR. 4142HT CLASS BC
.2
.9
.2
5.006"
5.482" 4.5
5.005"
.9
" RAD.8
5.488" 4.5
A5
SECONDARY LINK PIN
STEEL BUSHING
SCALE 3" = 1'-0"
2 REQUIREDASTM A434 - GR. 4142HT CLASS BC
M .d g n
:1
M
IT
E R G
A T
E A
N C
H O
R A
G E C
O N
N E
C T
IO
N
B U
S H
IN
G D
E T
A
IL
S S
L F
Y
(O P
T
IO
N
.K
W P -1
-R -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
A D
Y T
O A
D V
E R
T
IS
E J
U N
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
CORRESPONDS TO MK. 21/18-20
0 3" 6" 9" 12"
0 3" 6" 9" 12"
2.995" Ø
0 3" 6"
CORRESPONDS TO MK. 21/18-3
0 3" 6" 9" 12"
4.489"
CORRESPONDS TO MK. 21/18-21
0 3" 6" 9" 12"
.9
0 3" 6"
CORRESPONDS TO MK. 21/18-1
0 3" 6" 9" 12"
4.490"
5"
CORRESPONDS TO MK. 21/18-8
"16
"4
"-9UNC-2B8
7TAP
" DP AND2
1DRILL 1
" NPT8
3FOR
DRILL AND TAP
" Ø HOLE2
30°
ASTM A36
5.491"
5.486"
9"
"- 9UNC - 2B8
7TAP
DRILL 2" DP AND
" Ø C'SINK2
1WITH
" Ø HOLE 16
3DRILL
TAP 1"- 8UNC - 2B
" DP AND2
1DRILL 1
" Ø HOLE4
" GREASE FITTING4
DRILL AND TAP FOR
" Ø HOLE16
7DRILL
" NPT4
1FOR
DRILL AND TAP
(2 TYP.)
"- 13UNC - 2B2
1TAP
DRILL 1" DP AND
ASTM A36
CORRESPONDS TO MK. 21/19A-4
2.991" Ø
1"
1'-4"
" PLATE2
Ø 11"
"2
"16
"2
17"
.9
"2
8"
"2
" Ø HOLE4
3" LONG
" DEEP,4
" WIDE,2
1GROOVE
30°
ASTM A-576, GR 1045
9"
4.493"" CHAMFER8
TAP 1"- 8UNC - 2B
" DP AND4
3DRILL 1
" Ø HOLE (2 TYP.)16
"2 12 "4
" Ø HOLE (TYP.)16
" PLATE2
4"
USE WITH MK. 21/19A-6
"2
8""4
"2 11 3""2
13"2 133" "2
CORRESPONDS TO MK. 21/18-9
0 3" 6" 9" 12"
" Ø HOLE (TYP.)16
" Ø HOLE (TYP.)32
4.485"
30°
0 3" 6" 9" 12"
"16
" Ø C'SINK2
1WITH
" Ø HOLE 16
3DRILL
LUBRICATION FITTING
ADAPT FOR
" - 9UNC - 2B 8
7TAP
" DP. AND 2
1DRILL 1
M A
R Y
S R
IV
E R
C H
IP
P E
W A C
O U
N T
Y
M I
M2704
S O
O L
O C
K S C
O M
P L E
X
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
A N
S I
(O
T
IO
N
S .J .K
B R
A N
D O
N B L E
W
IS
P .E
K .L .S
D1
KEEPER PLATE
SCALE 3" = 1'-0"
2 REQUIREDASTM A36
C1
KEEPER PLATE
SCALE 3" = 1'-0"
4 REQUIREDASTM A36
C2
KEEPER PLATE
SCALE 6" = 1'-0"
2 REQUIREDASTM A36
D3
GUDGEON PIN
SCALE 3" = 1'-0"
2 REQUIREDASTM A576 GR 1045
A2
CONNECTING PIN
SECONDARY LINK ANCHORAGE
SCALE 3" = 1'-0"
2 REQUIREDASTM A576 GR 1045
A3
SPRING BOX CONNECTING PIN
SCALE 6" = 1'-0"
2 REQUIREDASTM A576 GR 1045
A4
SECONDARY ANCHOR LINK
PIN AT GUDGEON LINK FOR
SCALE 3" = 1'-0"
2 REQUIREDMAT'L: AS NOTED
C5
CONNECTING PIN AT LEVER ARM
PRIMARY LINK & ANCHORAGE
SCALE 3" = 1'-0"
4 REQUIREDASTM A576 GR 1045
CORRESPONDS TO MK. M2-704-1
A1
CONNECTING PIN
PRIMARY LINK ANCHORAGE
SCALE 3" = 1'-0"
2 REQUIREDASTM A576 GR 1045
" Ø HOLE2
"4
" NPT8
3FOR
DRILL AND TAP
" Ø C'SINK2
1WITH
" Ø HOLE 16
3DRILL
"4
"4
" Ø HOLE2
5.491"
5.486"
30°
"2
M .d g n
:1
S L F
Y
"2
" Ø HOLE (2 TYP.)16
" NPT (2 TYP.)8
3FOR
DRILL AND TAP
" Ø B.C
" Ø B .C
M
IT
E R G
A T
E A
N C
H O
R A
G E C
O N
N E
C T
IO
N
P
IN
D
E T
A
IL
S
" PLATE2
S .J .K
W P -1
-R -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
A D
Y T
O A
D V
E R
T
IS
E J
U N
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
A D
Y T
O A
D V
E R
T
IS
E J
U N
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
ASSEMBLY
GUDGEON PIN
MK. 21/16-26
A
TO BE REPLACED (MK. 21/18-6)
SHIM PLATES NOT SHOWN
MK. 21/16-26
B
MK. 21/18-26
D M
C
E
(MK. 21/18-1)
TO BE REPLACED
NOT SHOWN
KEEPER PLATE
MK. 21/18-3
MK. 21/18-26
MK. 21/18-27
MK. 21/18-21
MK. 21/19A-2
MK. 21/18-28
MK. 21/19A-2
MK. 21/18-20
L (LOWER P )
K
J (LOWER P )
I
MK. 21/19A-2
(MK. 21/18-9)
TO BE REPLACED
NOT SHOWN
KEEPER PLATE
MK. 21/18-8
MK. M5-703-2
MK. M5-703-2
EXISTING
LEVER ARM
L
L
PIN PLATE
PRIMARY
MK. 21/19A-2
MK. 21/18-28
PRIMARY PIN PLATE
SECONDARY PIN PLATE
MK. 21/18-20
A4
M2702
PRIMARY LINK BAR ASSEMBLY
LEVER ARM
.d g n
A
B
C
D
E
F
G
H
I
J
K
L
BORE DIAMETER
OUT-OF-ROUND DIMENSION TABLE
GATE 5
NORTH SOUTHMIN (IN.) MAX (IN.)
10.750
10.750
5.000
5.000
5.000
3.500
3.500
3.500
6.250
6.250
6.250
6.250
10.752
10.752
5.002
5.002
5.002
3.501
3.501
3.501
6.252
6.252
6.252
6.252
MK. #
MK. 21/16-26
MK. 21/16-26
MK. 21/18-26
MK. 21/18-26
MK. 21/18-27
MK. 21/19A-3
MK. M5-703-1
MK. M5-703-1
MK. 21/19A-2
MK. 21/19A-2
MK. 21/19A-2
MK. 21/19A-2
GENERAL SHEET NOTES
THE MEMBER, WHERE APPLICABLE.
4. BUSHINGS SHALL BE PRESSED IN FROM THE INNER SIDE OF
KEEPER PLATE SCREWS TO BE REPLACED.
BUSHINGS AS SHOWN ON THE DRAWINGS. ALL BUSHING AND
NOTED. THE CONTRACTOR SHALL FABRICATE PINS AND
SHEET M5701 SHALL BE REPLACED UNLESS OTHERWISE
1. BUSHINGS AND PINS CALLED OUT WITH MARK NUMBERS ON
ASSEMBLY.
REINSTALLED AFTER REINSTALLATION OF LINKAGE
PRIOR TO REMOVAL OF LINKAGE ASSEMBLY AND
6. THE LUBRICATION SYSTEM SHALL BE DISCONNECTED
GUDGEON PIN. SEE SHEET M5702.
THE SPRING BOX LUGS, LINK CONNECTING PIN, AND
ACCOMMODATE NEW BUSHINGS. THE LOCATIONS INCLUDES
BORE THE HOLES AS SHOWN ON THE DRAWINGS TO
INSTALLED. AT THESE LOCATIONS THE CONTRACTOR SHALL
WITH MARK NUMBERS DO NOT CURRENTLY HAVE BUSHINGS
2. CERTAIN LOCATIONS WHERE BUSHINGS ARE CALLED OUT
RE-USED.
5. THE LINK BAR ASSEMBLIES FOR GATE 5 SHALL BE
S T
M A
R Y
S R
IV
E R
M5701
S .J .K
B R
A N
D O
N B L E
W
IS
P .E
K .L .S
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
S O
O L
O C
K S C
O M
P L E
X
A N
S I
D
C H
IP
P E
W A C
O U
N T
Y
M I
APPLICABLE BORE. SEE TABLE THIS SHEET.
CONTAINING THE LOCATION AND DIMENSION OF EACH
DIMENSIONS. THE CONTRACTOR SHALL SUBMIT A REPORT
THROUGH 'M' TO DETERMINE THE OUT-OF-ROUND
SHALL MEASURE THE DIAMETER OF EACH BORE DENOTED 'A'
3. AFTER REMOVAL OF EXISTING BUSHINGS, THE CONTRACTOR
M 6.000 6.002MK. 21/18-28
PUMPED OUT OF LINES.
TO ENSURE ALL DEBRIS AND FOREIGN MATERIAL IS
GREASE COMES OUT OF LINES PRIOR TO RE-ASSEMBLY
7. CONTRACTOR SHALL PUMP GREASE UNTIL FRESH CLEAN
PRIOR TO ASSEMBLY OF LINKAGE ASSEMBLY.
9. CONTRACTOR SHALL PRE-GREASE ALL PINS AND BUSHINGS
THREADED PARTS PRIOR TO ASSEMBLY.
8. CONTRACTOR SHALL APPLY COPPER ANTI-SEIZE ON ALL
SYM TO REMOVE IN SHOP.
CONTRACTOR SHALL TAKE ASSEMBLY TO THE SYM FOR
PIN MK. 21/18-21. IF HEAT IS NECESSARY TO REMOVE PIN,
10. CONTRACTOR SHALL NOT HEAT ASSEMBLIES TO REMOVE
L F
Y
:1
B1
LINKAGE ASSEMBLY - PLAN
SCALE NTS
M
IT
E R G
A T
E A
N C
H O
R A
G E C
O N
N E
C T
IO
N
A S
S E
M B
L Y P
L A
N A
N D I S
O M
E T
R
IC
S .J .K
W P -1
-R -0
A3
ASSEMBLY ISOMETRIC
SCALE NTS
PIN ASSEMBLY
OVERLOAD REGULATOR
F
PIN PLATE
SECONDARY
MK. 21/19A-3
SECONDARY LINK BARTO REMAIN IN PLACE
REGULATOR ASSEMBLY
EXISTING OVERLOAD
(MK 21/19A-6).
SHOWN. TO BE REPLACED
KEEPER PLATE NOT
MK. 21/19A-4
MITER GATE
MK. M5-703-1
MK. M5-703-1
SPRING BOX LUG
H
G
CONNECTION PIN
SECONDARY LINK
ASSEMBLY
PRIMARY LINK CONNECTION PIN
CONNECTION PIN ASSEMBLY
PRIMARY LINK ANCHORAGE
CONNECTION PIN
SECONDARY LINK ANCHORAGE
UPPER YOKE PLATE
LOWER YOKE PLATE
C4
SECTION
SCALE NTS
C4
YOKE PLATE
10.750" 10.752"
11.250" 11.262"
C MK. 21/18-3L
A4
DETAIL
SCALE NTS
M5701
.5
.5
0.125" 0.130"
S T
M A
R Y
S R
IV
E R
C H
IP
P E
W A C
O U
N T
Y
M I
BOTH YOKE PLATES.
NEW BUSHING (MK 21/ 16-26) SEE M5703.
BORE NEW HOLE AND INSTALL
M .d g n
A N
S I
D
M5702
S O
O L
O C
K S C
O M
P L E
X
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
C1
MITER GATE YOLK PLATES
SCALE NTS
1" 2.75"
.2
.5
3.187"
UPPER PIN PLATE
LOWER PIN PLATE
.6
.2
10"
(MK. M5-703-1) SEE SHEET M5703
INSTALL NEW BUSHING
BORE NEW HOLE AND
S .J .K
K .L .S
B R
A N
D O
N B L E
W
IS
P .E
G A
T E A
N D S
P R
IN
G B
O X M
O D
IF
IC
A T
IO
:1
S L F
Y
M
IT
E R G
A T
E A
N C
H O
R A
G E C
O N
N E
C T
IO
N
WASHERS
ASTM A307 HEX BOLTS AND GALVANIZED
PLATE TO RECEIVE 5/8-11 X 1" GALVANIZED
DRILL AND TAP TOP SPRING BOX LUG
"16
"16
"16
B2
SECONDARY PIN PLATE DETAIL
SCALE NTS
WASHERS
ASTM A307 HEX BOLTS AND GALVANIZED
" GALVANIZED2
1TO RECEIVE 5/8-11 X 1
DRILL AND TAP TOP SECONDARY PIN PLATE
W P -1
-R -0
S .J .K
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
A D
Y T
O A
D V
E R
T
IS
E J
U N
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
0 3" 6"
.2
.2
10.759"
11.224"
10.0 10"
CORRESPONDS TO MK. 21/16-26
0 3" 6" 9" 12"
.2
.0
.2
.9
6.006"
5.5 09"
6.482"
0 3" 6" 9" 12"
0 3" 6" 9" 12"
.2
.3
5.005"
4.50 7"
5.482"
1' 2'0 6"
3.503"
0 3" 6"
3.620"
.1
.9
3.0
.2
.9
.2
5.006"
5.482" 4.5
5.482" 4.5
.2
.9
.2
5.006"
.9
0 3" 6" 9" 12" 0 3" 6" 9" 12"
CORRESPONDS TO MK. 21/18-27
MK. M5-703-1
S T
M A
R Y
S R
IV
E R
C H
IP
P E
W A C
O U
N T
Y
M I
A N
S I
D
M5703
S O
O L
O C
K S C
O M
P L E
X
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
CORRESPONDS TO MK. 21/18-6
5.005"
.9
5.005"
CORRESPONDS TO MK. 21/19A-3
3.502"
CORRESPONDS TO MK. 21/19A-2
3.00 0"
.9
.9
6.254" 5.50
0"
CORRESPONDS TO MK. 21/18-26
0 3" 6"
CORRESPONDS TO MK. 21/18-28
10.125"
1'-1.875"
.0
.0
.2
.2
10.760"
.3
.2
"0 .1
3.502"
.0
" RAD.8
" RAD.8
" RAD.8
" RAD.8
" RAD.8
" RAD.8
3.625" 3.0
3.504" 3.00
4"
6.255" 5.50
6" 11.232"
10.0 27"
5.488" 4.5
"5.488"
4.5
4.50 6"
5.006"
5.488"
"8
" RAD.16
" RAD.16
" RAD.16
" RAD.16
CORRESPONDS TO MK. M5-703-2
6.005"
5.5 06"
6.488"
" DEEP32
3" WIDE X 4
GREASE GROOVE
" DEEP16
1" WIDE X 8
GREASE GROOVES
" DEEP16
1" WIDE X 4
GREASE GROOVE
" DEEP16
1" WIDE X 8
GREASE GROOVES
S .J .K
K .L .S
B R
A N
D O
N B L E
W
IS
P .E
C4
PRIMARY CONNECTING PIN
STEEL BUSHING
SCALE 3" = 1'-0"
4 REQUIREDASTM 434 - GR. 4142HT CLASS BC
C3
GUDGEON PIN PLATES
STEEL BUSHING
SCALE 3" = 1'-0"
4 REQUIREDASTM 434 - GR. 4142HT CLASS BC
C2
BUSHING - SPRING BOX PIN
SCALE 6" = 1'-0"
2 REQUIREDASTM B505 - UNS C86300
C1
PRIMARY PIN & ANCHORAGE
BUSHING - LEVER ARM AT
SCALE 6" = 1'-0"
8 REQUIREDASTM B505 - UNS C86300
A1
AT SPRING BOX
STEEL BUSHING
SCALE 6" = 1'-0"
4 REQUIREDASTM A434 - GR. 4142HT CLASS BC
A2
SECONDARY ANCHORAGE PIN
STEEL BUSHING
SCALE 3" = 1'-0"
4 REQUIREDASTM A434 - GR. 4142HT CLASS BC
A3
GUDGEON LINK
STEEL BUSHING
SCALE 3" = 1'-0"
4 REQUIREDASTM A434 - GR. 4142HT CLASS BC
D5
GUDGEON PIN PLATES
SHIM
" = 1'-0"2
1SCALE 1
20 REQUIREDASTM A36
A4
SECONDARY LINK PIN
STEEL BUSHING
SCALE 3" = 1'-0"
2 REQUIREDASTM A434 - GR. 4142HT CLASS BC
M .d
S L F
Y
IT
E R G
A T
E A
N C
H O
R A
G E C
O N
N E
C T
IO
N
B U
S H
IN
G D
E T
A
IL
S
S .J .K
W P -1
-R -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
A D
Y T
O A
D V
E R
T
IS
E J
U N
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
CORRESPONDS TO MK. 21/18-20
0 3" 6" 9" 12"
0 3" 6" 9" 12"
2.995" Ø
0 3" 6"
CORRESPONDS TO MK. 21/18-3
0 3" 6" 9" 12"
4.489"
CORRESPONDS TO MK. 21/18-21
0 3" 6" 9" 12"
.9
0 3" 6"
CORRESPONDS TO MK. 21/18-1
0 3" 6" 9" 12"
4.490"
5"
CORRESPONDS TO MK. 21/18-8
"16
"4
"-9UNC-2B8
7TAP
" DP AND2
1DRILL 1
" NPT8
3FOR
DRILL AND TAP
" Ø HOLE2
30°
ASTM A36
5.491"
5.486"
9"
"- 9UNC - 2B8
7TAP
DRILL 2" DP AND
" Ø C'SINK2
1WITH
" Ø HOLE 16
3DRILL
TAP 1"- 8UNC - 2B
" DP AND2
1DRILL 1
" Ø HOLE4
" GREASE FITTING4
DRILL AND TAP FOR
" Ø HOLE16
7DRILL
" NPT4
1FOR
DRILL AND TAP
(2 TYP.)
"- 13UNC - 2B2
1TAP
DRILL 1" DP AND
ASTM A36
CORRESPONDS TO MK. 21/19A-4
2.991" Ø
1"
1'-4"
" PLATE2
Ø 11"
"2
"16
"2
17"
.9
"2
8"
"2
" Ø HOLE4
3" LONG
" DEEP,4
" WIDE,2
1GROOVE
30°
ASTM A-576, GR 1045
9"
4.493"" CHAMFER8
TAP 1"- 8UNC - 2B
" DP AND4
3DRILL 1
" Ø HOLE (2 TYP.)16
"2 12 "4
" Ø HOLE (TYP.)16
" PLATE2
4"
USE WITH MK. 21/19A-6
"2
8""4
"2 11 3""2
13"2 133" "2
CORRESPONDS TO MK. 21/18-9
0 3" 6" 9" 12"
" Ø HOLE (TYP.)16
" Ø HOLE (TYP.)32
4.485"
30°
S T
M A
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S R
IV
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C H
IP
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W A C
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M I
M5704
S O
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K S C
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P L E
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M A
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K .L .S
D1
KEEPER PLATE
SCALE 3" = 1'-0"
2 REQUIREDASTM A36
C1
KEEPER PLATE
SCALE 3" = 1'-0"
2 REQUIREDASTM A36
C2
KEEPER PLATE
SCALE 6" = 1'-0"
2 REQUIREDASTM A36
D3
GUDGEON PIN
SCALE 3" = 1'-0"
2 REQUIREDASTM A576 GR 1045
A2
CONNECTING PIN
SECONDARY LINK ANCHORAGE
SCALE 3" = 1'-0"
2 REQUIREDASTM A576 GR 1045
A3
SPRING BOX CONNECTING PIN
SCALE 6" = 1'-0"
2 REQUIREDASTM A576 GR 1045
A4
SECONDARY ANCHOR LINK
PIN AT GUDGEON LINK FOR
SCALE 3" = 1'-0"
2 REQUIREDMAT'L: AS NOTED
C5
CONNECTING PIN AT LEVER ARM
PRIMARY LINK & ANCHORAGE
SCALE 3" = 1'-0"
4 REQUIREDASTM A576 GR 1045
" Ø HOLE2
"4
" NPT8
3FOR
DRILL AND TAP
" Ø C'SINK2
1WITH
" Ø HOLE 16
3DRILL
"4
"4
" Ø HOLE2
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" Ø B.C
" Ø B .C
" NPT (2 TYP.)8
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" PLATE2
S .J .K
W P -1
-R -0
S O
L
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A T
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N N
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F
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E N
A M
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D W
N B
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C K
D B
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D E
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D B
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D E
S C
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2 3
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4 5
A
B
M A
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A P
P R
D A
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F
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B E
R
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IZ
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B M
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D B
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P L
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C A
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P L
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A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
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T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
A D
Y T
O A
D V
E R
T
IS
E J
U N
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
D R
G R
D K
S L F
Y
:1
A N
S I
D
EG101
E L E
C T
R
IC
A L
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
W P -X
C H
IP
P E
W A C
O U
N T
Y
M I
S T
E V
E N M
H O
B B
S P .E
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
0 1' 2' 4'"=1'8
3SCALE:
BY-PASS VALVE STEM CHASE
BUTTON
SNUBBING
EXISTING
GENERAL SHEET NOTES
NORTH
FLOW
B1
D R
G
CEILING EL. 109.0
CABLE GALLERY
EL. 109.0
CONDUIT END BELL
EL. 120.0
COUPLING & PLUG
EXISTING
SLOPED TO GALLERY
3" EMBEDDED CONDUIT
SAW CUT CONCRETE
DEMOLITIONS LIMITS
CONCRETE
SAW CUT
LIMITS
DEMOLITION
SEE SD-101
8" VENT PIPE
SEE SD-101
2" DRAIN PIPE
S L F
Y E
G .d g n
CABLE CONDUCTORS VOLTAGE SOURCE PURPOSE
SA218
LP2S-20
LP2S-31
LP2S-35
C26D
C26E
1-2/C-#12AWG W/ GND
1-2/C-#12AWG W/ GND
1-2/C-#12AWG W/ GND
1-4/C-#14AWG W/ SHLD
1-8/C-#10AWG W/ GND
1-4/C-#14AWG W/ SHLD
120 VAC
120 VAC
120 VAC
480 VAC
24 VDC
24 VDC
LP2S, CKT#20
LP2S, CKT#31
LP2S, CKT#35
RPG5S
RPG5S
MSB-PMDP-CKT#9
PEDESTRIAN LIGHTS AND BUZZER
TRAFFIC LIGHTS
GATE & FENDER WARNING LIGHTS
GATE MITER PROXIMITY LIMIT SWITCH
GATE ANCHORAGE OVERLOAD LIMIT SWITCH
SHEET KEYNOTES
PIER LIGHT STANDARD 218
LP2S-35
LP2S-20
C26E
C26D
LP2S-31
ELECTRICAL PLAN - GATE 5 - SOUTH
LS SETTING.
CONTRACTOR SHALL PRESERVE LIMIT SWITCH (LS) AND
GATE ANCHORAGE OVERLOAD REGULATOR LIMIT SWITCH:3.
POWER REMAINING LIGHT STANDARDS FED BY PL1S.
SHALL BE RE-ENERGIZED AFTER FUSES ARE PULLED TO
FUSES WITH CONTRACTING OFFICER. LIGHT CABLE PL1S
COORDINATE DE-ENERGIZING CABLE PL1S TO PULL JB
CIRCUIT#9 OF MSB-PMDP. CONTRACTOR SHALL
BY LIGHT CABLE PL1S WHICH IS POWERED FROM
JB TO DE-ENERGIZE LIGHT CABLE SA218. THE JB IS FED
CONTRACTOR SHALL PULL EXISTING FUSES LOCATED IN
LIGHT STD 218 JUNCTION BOX (JB), EL 108.0: 2.
NECESSARY.
SA218 AND PROVIDE ADDITIONAL CABLE LENGTH AS
ON SG-101. CONTRACTOR SHALL RE-INSTALL LIGHT CABLE
NEW RGS CONDUIT TO NEW LIGHT STD LOCATION SHOWN
BASE, CONNECT TO EXISTING CONDUIT, AND FIELD ROUTE
INTERCEPT EXISTING LIGHT STD CONDUIT AT RECESS
SHEETS SD-101 AND SG-101. CONTRACTOR SHALL
LIGHT STD 218 SHALL BE RELOCATED AS SHOWN ON
JB-SA218 PRIOR TO STRUCTURAL DEMO/DRILLING. PIER
DISCONNECT CABLE FROM FIXTURE, AND CABLE BACK TO
CONTRACTOR SHALL DE-ENERGIZE LIGHT CABLE SA218,
PIER LIGHT STANDARD (STD) 218, EL 121.0: 1.
EL 109.0
GALLERY CEILING
SA218
JUNCTION BOX
LIGHT STANDARD
GALLERY FLOOR
TO NEXT JB
LIGHTING CABLE
TO NEXT JB
LIGHTING CABLE
CABLE TRAY
2SA218
PIER LIGHT CABLE
PL1S
PL1S
SA218 1-8/C-#10AWG W/ GND 480 VAC MSB-PMDP-CKT#9 PIER LIGHT FEEDER
A N
G A
T E S
O U
T H
MONOLITH S-35
A4
DETAIL - PIER LIGHT JUNCTION BOX
N.T.S.SCALE:
A1
CABLE SCHEDULE - GATE 5 - SOUTH
SCALE: N.T.S.
REFERENCE DRAWINGS.
SEE SHEETS RE101, RE501, AND RE502 FOR ELECTRICAL 5.
PULLING CABLES THROUGH CONDUITS.
ASBESTOS-CEMENT AND SHALL USE CAUTION WHEN
SHALL BE AWARE EXISTING CONDUITS ARE
CONTRACTING OFFICER AS NECESSARY. CONTRACTOR
DE-ENERGIZING CABLES FROM THEIR SOURCE WITH THE
DEMOLITION. CONTRACTOR SHALL COORDINATE
CABLE GALLERY AS PRECAUTION PRIOR TO CONCRETE
THE COUPLINGS AND PLUGS, AND PULL CABLES BACK TO
THE CONTRACTOR SHALL DISCONNECT ALL CABLES FROM 4.
LOCKS AS NECESSARY.
IMPLEMENT LOCK-OUT/TAG-OUT PROCEDURES AND APPLY
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 3.
CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY.
ELECTRICAL DEVICE, CONSTRUCTION SHALL STOP AND THE
IF CONTRACTOR DAMAGES EMBEDDED CONDUIT OR 2.
ACTIVITIES.
CONCRETE DEMOLITION AND ALL CONSTRUCTION
INCLUDING EMBEDDED CONDUIT IS NOT DAMAGED DURING
CONTRACTOR SHALL ENSURE ALL ELECTRICAL EQUIPMENT 1.
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
A D
Y T
O A
D V
E R
T
IS
E J
U N
S T L
O U
IS
D
IS
T R
IC
T
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SEE SD-102
3" DRAIN PIPE
D R
G R
D K
S L F
Y
:1
A N
S I
D
EG102
E L E
C T
R
IC
A L
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
W P -X
C H
IP
P E
W A C
O U
N T
Y
M I
S T
E V
E N M
H O
B B
S P .E
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
BY-PASS VALVE STEM CHASE
SAW CUT CONCRETE
BUTTON
SNUBBING
EXISTING
GENERAL SHEET NOTES
FLOW
D R
G
CEILING EL. 109.0
CABLE GALLERY
EL. 120.0
COUPLING & PLUG
EL. 109.0
CONDUIT END BELLS
EXISTING
SLOPED TO GALLERY
3" EMBEDDED CONDUIT
SAW CUT CONCRETE
DEMOLITION LIMITS
SEE SD-102
8" VENT PIPE
SEE SD-102
2" DRAIN PIPE
S L F
Y E
G .d g n
SHEET KEYNOTES
LS SETTING.
CONTRACTOR SHALL PRESERVE LIMIT SWITCH (LS) AND
GATE ANCHORAGE OVERLOAD REGULATOR LIMIT SWITCH:3.
POWER REMAINING LIGHT STANDARDS FED BY PL1N.
SHALL BE RE-ENERGIZED AFTER FUSES ARE PULLED TO
FUSES WITH CONTRACTING OFFICER. LIGHT CABLE PL1N
COORDINATE DE-ENERGIZING CABLE PL1N TO PULL JB
CIRCUIT#11 OF DAVIS-MLP. CONTRACTOR SHALL
BY LIGHT CABLE PL1N WHICH IS POWERED FROM
JB TO DE-ENERGIZE LIGHT CABLE SA175. THE JB IS FED
CONTRACTOR SHALL PULL EXISTING FUSES LOCATED IN
LIGHT STD 175 JUNCTION BOX (JB), EL 108.0: 2.
NECESSARY.
SA175 AND PROVIDE ADDITIONAL CABLE LENGTH AS
ON SG-102. CONTRACTOR SHALL RE-INSTALL LIGHT CABLE
NEW RGS CONDUIT TO NEW LIGHT STD LOCATION SHOWN
BASE, CONNECT TO EXISTING CONDUIT, AND FIELD ROUTE
INTERCEPT EXISTING LIGHT STD CONDUIT AT RECESS
SHEETS SD-102 AND SG-102. CONTRACTOR SHALL
LIGHT STD 175 SHALL BE RELOCATED AS SHOWN ON
JB-SA175 PRIOR TO STRUCTURAL DEMO/DRILLING. PIER
DISCONNECT CABLE FROM FIXTURE, AND CABLE BACK TO
CONTRACTOR SHALL DE-ENERGIZE LIGHT CABLE SA175,
PIER LIGHT STANDARD (STD) 175, EL 121.0: 1.
CABLE CONDUCTORS VOLTAGE SOURCE PURPOSE
SA175
LP2N-13
LP2N-20
C27D
C27E
1-2/C-#12AWG W/ GND
1-2/C-#12AWG W/ GND
1-4/C-#14AWG W/ SHLD
1-8/C-#10AWG W/ GND
1-4/C-#14AWG W/ SHLD
120 VAC
120 VAC
480 VAC
24 VDC
24 VDC
LP2N, CKT#13
LP2N, CKT#20
RP-G5N
RP-G5N GATE MITER PROXIMITY LIMIT SWITCH
GATE ANCHORAGE OVERLOAD LIMIT SWITCH
PIER LIGHT STANDARD 175
EL 109.0
GALLERY CEILING
SA175
JUNCTION BOX
LIGHT STANDARD
GALLERY FLOOR
TO NEXT JB
LIGHTING CABLE
TO NEXT JB
LIGHTING CABLE
CABLE TRAY
2 SA175
PIER LIGHT CABLE
PL1N
PL1N
LP2S-20
LP2N-13
C27E
C27D
DAVIS-MLP-CKT#11
1-8/C-#10AWG W/ GND 480 VAC DAVIS-MLP-CKT#11PL1N PIER LIGHT FEEDER
GATE AND FENDER WARNING LIGHTS
PEDESTRIAN LIGHT AND BUZZER
A N
G A
T E N
O R
T H
REFERENCE DRAWINGS.
SEE SHEETS RE102, RE501, AND RE502 FOR ELECTRICAL 5.
PULLING CABLES THROUGH CONDUITS.
ASBESTOS-CEMENT AND SHALL USE CAUTION WHEN
SHALL BE AWARE EXISTING CONDUITS ARE
CONTRACTING OFFICER AS NECESSARY. CONTRACTOR
DE-ENERGIZING CABLES FROM THEIR SOURCE WITH THE
DEMOLITION. CONTRACTOR SHALL COORDINATE
CABLE GALLERY AS PRECAUTION PRIOR TO CONCRETE
THE COUPLINGS AND PLUGS, AND PULL CABLES BACK TO
THE CONTRACTOR SHALL DISCONNECT ALL CABLES FROM 4.
LOCKS AS NECESSARY.
IMPLEMENT LOCK-OUT/TAG-OUT PROCEDURES AND APPLY
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 3.
CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY.
ELECTRICAL DEVICE, CONSTRUCTION SHALL STOP AND THE
IF CONTRACTOR DAMAGES EMBEDDED CONDUIT OR 2.
ACTIVITIES.
CONCRETE DEMOLITION AND ALL CONSTRUCTION
INCLUDING EMBEDDED CONDUIT IS NOT DAMAGED DURING
CONTRACTOR SHALL ENSURE ALL ELECTRICAL EQUIPMENT 1.
NORTH
0 1' 2' 4'"=1'8
3SCALE:
B1
ELECTRICAL PLAN - GATE 5 - NORTH
MONOLITH N-35
A1
CABLE SCHEDULE - GATE 5 - NORTH
SCALE: N.T.S.
A4
DETAIL - PIER LIGHT JUNCTION BOX
N.T.S.SCALE:
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
E V
F
E B
B C
O E
S R
E V
IE
W B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A Y
J U
N E
A D
Y T
O A
D V
E R
T
IS
E J
U N
S T L
O U
IS
D
IS
T R
IC
T
D E
T R
O
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D
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T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
D R
G R
D K
S L F
Y
:1
A N
S I
D
EG103
E L E
C T
R
IC
A L
S O
O L
O C
K S C
O M
P L E
X
S T
M A
R Y
S R
IV
E R
W P -X
C H
IP
P E
W A C
O U
N T
Y
M I
S T
E V
E N M
H O
B B
S P .E
M A
C L
O C
K M
IT
E
R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
BUTTON
SNUBBING
EXISTING
GENERAL SHEET NOTES
FLOW
D R
G
CEILING EL. 109.0
CABLE GALLERY
CONDUIT END BELLS
CEILING EL. 109.0
MANHOLE NO. 1S
CEILING EL. 109.0
CABLE GALLERY
EL. 108.0
CONDUIT END BELLS
FACE OF LOCK WALL
SAW CUT CONCRETE
DEMOLITION LIMITS
SAW CUT CONCRETE
DEMOLITION LIMITS
MONOLITH JOINT
TOP OF LOCK WALL
CONTROL HOUSE NO. 1S
BUTTON
SNUBBING
EXISTING
EL. 121.0
COUPLING & PLUG
EXISTING
3" EMBEDDED CONDUIT
EXISTING
3" EMBEDDED CONDUIT
S L F
Y E
G .d g n
CABLE CONDUCTORS VOLTAGE SOURCE PURPOSE
LP1S-28
LP1S-33
C20D
C20E
1-2/C-#12AWG W/ GND
1-2/C-#12AWG W/ GND
1-4/C-#14AWG W/ SHLD
1-4/C-#14AWG W/ SHLD
120 VAC
120 VAC
24 VDC
24 VDC
LP1S, CKT#28
LP1S, CKT#33
RP-G2S
RP-G2S
PEDESTRIAN LIGHTS AND BUZZER
GATE MITER PROXIMITY LIMIT SWITCH
GATE ANCHORAGE OVERLOAD LIMIT SWITCH
LP1S-33
LP1S-28
C20E
C20D SHEET KEYNOTES
LS SETTING.
CONTRACTOR SHALL PRESERVE LIMIT SWITCH (LS) AND
GATE ANCHORAGE OVERLOAD REGULATOR LIMIT SWITCH:1.
GATES WARNING LIGHTS
0 1' 2' 4'"=1'8
3SCALE:
NORTH
A1
ELECTRICAL PLAN - GATE 2 - SOUTH
A4
CABLE SCHEDULE - GATE 2 - SOUTH
SCALE: N.T.S.
MONOLITH S-6
REFERENCE DRAWINGS.
SEE SHEETS RE103, RE501, AND RE502 FOR ELECTRICAL 5.
PULLING CABLES THROUGH CONDUITS.
ASBESTOS-CEMENT AND SHALL USE CAUTION WHEN
SHALL BE AWARE EXISTING CONDUITS ARE
CONTRACTING OFFICER AS NECESSARY. CONTRACTOR
DE-ENERGIZING CABLES FROM THEIR SOURCE WITH THE
DEMOLITION. CONTRACTOR SHALL COORDINATE
CABLE GALLERY AS PRECAUTION PRIOR TO CONCRETE
THE COUPLINGS AND PLUGS, AND PULL CABLES BACK TO
THE CONTRACTOR SHALL DISCONNECT ALL CABLES FROM 4.
LOCKS AS NECESSARY.
IMPLEMENT LOCK-OUT/TAG-OUT PROCEDURES AND APPLY
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 3.
CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY.
ELECTRICAL DEVICE, CONSTRUCTION SHALL STOP AND THE
IF CONTRACTOR DAMAGES EMBEDDED CONDUIT OR 2.
ACTIVITIES.
CONCRETE DEMOLITION AND ALL CONSTRUCTION
INCLUDING EMBEDDED CONDUIT IS NOT DAMAGED DURING
CONTRACTOR SHALL ENSURE ALL ELECTRICAL EQUIPMENT 1.
P L
A N G
A T
E S
O U
T H
O
P T
IO
N A
L I T
E M
SECURITY (REMOVE/REPLACE)
EMBEDDED CONDUIT FOR INFRARED
S O
L
IC
IT
A T
IO
N N
O
F
IL
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A M
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D E
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2 3
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P L
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E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
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J
A N
B
C O
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W R
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E L E
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R G
A T
E A
N C
H O
R A
G E R
E P
L A
C E
M E
N T
BUTTON
SNUBBING
EXISTING
GENERAL SHEET NOTES
NORTH
FLOW
D R
G
CEILING EL. 109.0
CABLE GALLERY
CONDUIT END BELLS
CEILING EL. 109.0
MANHOLE NO. 1N
CEILING EL. 109.0
CABLE GALLERY
EL. 108.0
CONDUIT END BELLS
FACE OF LOCK WALL
SAW CUT CONCRETE
DEMOLITION LIMITS
SAW CUT CONCRETE
DEMOLITION LIMITS
MONOLITH JOINT
TOP OF LOCK WALL
CONTROL HOUSE NO. 1N
BUTTON
SNUBBING
EXISTING
EL. 121.0
COUPLING & PLUG
EXISTING
3" EMBEDDED CONDUIT
S L F
Y E
G .d g n
SHEET KEYNOTES
LS SETTING.
CONTRACTOR SHALL PRESERVE LIMIT SWITCH (LS) AND
GATE ANCHORAGE OVERLOAD REGULATOR LIMIT SWITCH:1.
CABLE CONDUCTORS VOLTAGE SOURCE PURPOSE
LP1N-13
LP1N-20
C21D
C21E
1-2/C-#12AWG W/ GND
1-2/C-#12AWG W/ GND
1-4/C-#14AWG W/ SHLD
1-4/C-#14AWG W/ SHLD
120 VAC
120 VAC
24 VDC
24 VDC
LP1N, CKT#20
LP1N, CKT#20
RP-G2N
RP-G2N
PEDESTRIAN LIGHTS AND BUZZER
GATE MITER PROXIMITY LIMIT SWITCH
GATE ANCHORAGE OVERLOAD LIMIT SWITCH
GATES WARNING LIGHTS
LP1N-20
LP1N-13
C21E
C21D
REFERENCE DRAWINGS.
SEE SHEETS RE104, RE501, AND RE502 FOR ELECTRICAL 5.
PULLING CABLES THROUGH CONDUITS.
ASBESTOS-CEMENT AND SHALL USE CAUTION WHEN
SHALL BE AWARE EXISTING CONDUITS ARE
CONTRACTING OFFICER AS NECESSARY. CONTRACTOR
DE-ENERGIZING CABLES FROM THEIR SOURCE WITH THE
DEMOLITION. CONTRACTOR SHALL COORDINATE
CABLE GALLERY AS PRECAUTION PRIOR TO CONCRETE
THE COUPLINGS AND PLUGS, AND PULL CABLES BACK TO
THE CONTRACTOR SHALL DISCONNECT ALL CABLES FROM 4.
LOCKS AS NECESSARY.
IMPLEMENT LOCK-OUT/TAG-OUT PROCEDURES AND APPLY
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 3.
CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY.
ELECTRICAL DEVICE, CONSTRUCTION SHALL STOP AND THE
IF CONTRACTOR DAMAGES EMBEDDED CONDUIT OR 2.
ACTIVITIES.
CONCRETE DEMOLITION AND ALL CONSTRUCTION
INCLUDING EMBEDDED CONDUIT IS NOT DAMAGED DURING
CONTRACTOR SHALL ENSURE ALL ELECTRICAL EQUIPMENT 1.
0 1' 2' 4'"=1'8
3SCALE:
A1
ELECTRICAL PLAN - GATE 2 - NORTH
MONOLITH N-6
A4
CABLE SCHEDULE - GATE 2 - NORTH
SCALE: N.T.S.
P L
A N G
A T
E N
O R
T H
O
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N A
L I T
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L
IC
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N N
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D A
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C A
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P L
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E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
E S R
E V
IE
W R
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F
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B C
O E
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N D
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S
SEE SPECIFICATION SECTION 32 31 13.53 FOR FENCE REQUIREMENTS.
NOTE:
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
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S C
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2 3
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E
D A
T E
M A
R K
D E
S C
R
IP
T
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
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IE
W R
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F
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B C
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W B
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K C
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C K
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IF
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D F
IN
A L
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P R
M
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D
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U .S
A R
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P S O
F E
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IN
L A
N D N
A V
A G
A T
IO
N D
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N C
E N
T E
R M
V D
L R
D
M A
X
M
IN
XXXXX
X
X
X
X
X
X
X
X
X
X
XXXXX
X
X
X
X
X
X
X
X
X
X
XXXXX
X X X X X
XXXXX
XXX
X
X
X X X
XXXX
XXXX
X X X X
XXXX
XXXX
X X X X
XXXX
XXXXX
X X X X X
XXXXX
XXXX
X
X
X X X
XXX
X
TRUSS ROD
BRACE RAIL
TOP RAIL OR TENSION WIRE
ON EXTENSION ARMS
BARBED-WIRE APRON
(TYP.)
OR CLIPS
TIE WIRES
LINE POST
CHAIN-LINK FABRIC
(9 GAGE, 2" MESH)
BOTTOM
OF FABRIC
LINE POSTS TO BE EQUALLY SPACED
GRADE
TENSION WIRE
LINE POST
TIE WIRES
OR HOG
RINGS
(TYP.)
HOG RINGS (TYP.)
TENSION BAND
(15" O.C. MAX. AND WITHIN 4" FROM
TOP AND BOTTOM OF FABRIC)
CHAIN-LINK SECURITY FENCE DETAIL
NO SCALE
CONCRETE BASE
10" MIN. DIA.
1'-0"
M I N
10'-0" MAXIMUM10'-0" MAXIMUM
OR PULL POST
CORNER, END,
16" MIN. DIA.
(3/8" MIN. DIA.)
F A
B R
W
D
T H
2.375" O.D.
2.00" SQ.
3.50" x 3.50"
1.90" O.D.
2.25" x 1.70"
1.875" x 1.625" 2.25" x 1.70"
2.25" x 1.70"
2.375" O.D.
3.50" x 3.50"
2.50" SQ.
2.875" O.D. 4.00" O.D.
3.00" SQ.
2.875" O.D.
2.25" x 1.70"
1.625" x 1.25"
1.625" x 1.50"
1.50" SQ.
1.66" O.D.
C-SECTION (ROLL-FORMED)
H-SECTION
TUBULAR - SQUARE
TUBULAR - ROUND
TOP, BOTTOM & BRACE RAILS
C-SECTION (ROLL-FORMED)
H-SECTION
TUBULAR - ROUND
LINE POSTS
C-SECTION (ROLL-FORMED)
TUBULAR - SQUARE
TUBULAR - ROUND
CORNER, END & PULL POSTS
USE AND SECTION
FABRIC WIDTH 72" INCHES OR LESS
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
STEEL POST SCHEDULE
FABRIC WIDTH 84" TO 96" FABRIC WIDTH 108" AND OVER
NOTES:
FENCE LEGEND:
EXAMPLES:
2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON
THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC
SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.
3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL
HAVE APRON EXTENDED OUTWARD FROM THE AREA BEING PROTECTED.
4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST
IS COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED
TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION
THAT COMPLY WITH THE SPECIFICATIONS.
TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON
TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER
TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER
TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE
ON DOUBLE OUTRIGGER
TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM
TBR - FENCE WITH TOP AND BOTTOM RAILS
TWB - TENSION WIRE TOP AND BOTTOM
TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL
FINAL NUMBER IS FABRIC WIDTH IN INCHES.
FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE ON SINGLE
OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC WIDTH.
BRACE PANEL DETAIL
X X X
X X
XX
X X
X X
XXXXX
X X
X X
X X
XX
XXXXX
X X X X
XXXX
X X
XXXX
X X X X
XXXX
X X
XX
X X
NO SCALE
TOP RAIL OR TENSION WIRE
PULL POSTLINE POST LINE POST
TRUSS ROD TRUSS ROD
NOTE:
PROVIDE BRACE PANEL WHENEVER
STRAIGHT RUNS EXCEED 500 FEET.
BRACE
RAILS
BRACE
RAILS
TENSION
WIRE
10'-0" MAX. 10'-0" MAX.
J R
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3 " PLAIN PIN8
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N
C O
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R A
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
D
E C
J
A N
B
C O
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N D
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EXTENSION ARM DETAILS
CORNER POSTLINE POST
NO SCALE
RIVETED FLUSH (TYP.)
LOCK PIN (TYP.)
BARBED WIRE (TYP.)
RIVETED FLUSH (TYP.)
DEGREES
DEGREES
(T
Y P
1'
1'-0"
1' -1
" 7
.5 (T
Y P)
FASTENING DETAILS
ROUND POST
H-BEAM
END OR GATE POST DETAIL
TENSION BAND DETAILBRACE RAIL CLAMP DETAILS
NO SCALE
TENSION BAR
CARRIAGE BOLT
FABRIC
TENSION BAND
TRUSS ROD
(3/8"…
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