Certified_Final_Documents_(Contract_Drawings).pdf
PDF 39 MB Posted
- Solicitation number
- W911WN19B0003
About this file
This document provides details for a federal contract opportunity to fabricate and deliver one upstream miter gate for the New Cumberland Locks and Dam on the Ohio River. Key requirements include fabrication of two gate leafs from structural steel plates and shapes, along with miscellaneous components, all within specified tolerances. The contractor must develop shop drawings and have an AISC-certified fabrication facility with experience on similar large welded structures. Delivery by barge is required for Summer 2019. The fixed-price contract will be awarded to a single responsible offeror through an unrestricted IFB process with an estimated value between $5-10 million. Interested vendors must register on FBO.gov for solicitation updates.
Contract Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Amendment_0003.pdf | ||
| Amendment_0002.pdf | ||
| Revised_Technical_Specifications.pdf | ||
| Amendment_0001_(7-30-19).pdf | ||
| W911WN19B0003.pdf | ||
| Reference_Drawings.pdf | ||
| Certified_Final_Documents.pdf |
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US Army Corps of Engineers ®
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CERTIFIED FINAL DOCUMENTS
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US Army Corps of Engineers Pittsburgh District
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
OHIO RIVER BASIN
NEW CUMBERLAND LOCKS AND DAM
AUXILIARY CHAMBER UPSTREAM MITER GATE
JEFFERSON COUNTY, OHIO
W911WN19B0003
JUNE 2019
CERTIFIED FINAL DOCUMENTS
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.
SUBMITTED BY:
APPROVAL RECOMMENDED BY:
APPROVED BY:
DATE
DATE
DATE
THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE
U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON
THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION
DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF
THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
/S/ JOSEPH W. PREMOZIC, P.E.
/S/ JASON P. STEELE, P.E.
/S/ JEANINE M. HOEY, P.E.
5-JUNE-2019
5-JUNE-2019
5-JUNE-2019
GREGORY N. MEYER, CHIEF, ECN-S
STEVE R. STOLTZ, CHIEF, NAVIGATION
DESIGN BRANCH
JEANINE M. HOEY CHIEF, ENGINEERING AND
CONSTRUCTION DIVISION
NEW CUMBERLAND
LOCKS AND DAM
THIS CONTRACT SHALL PROVIDE ONE (1) UPSTREAM MITER GATE (2 LEAFS) FOR
THE NEW CUMBERLAND LOCKS AND DAM.
DELIVERY
LOCATION: PEWARS
1. SUPPLY MATERIALS, FABRICATION, PAINTING, AND DELIVERY FOR ONE UPSTREAM MITER GATE (2 LEAFS, ONE RIGHT AND ONE LEFT).
2. GIRDER COMPONENTS FOR THE GATE LEAFS SHALL BE FABRICATED WITHIN A FABRICATION SHOP AND THE GATE LEAFS ALONG WITH ALL MISCELLANEOUS COMPONENTS WITHIN THE CONTRACT PLANS SHALL
BE DELIVERED TO THE LOCATION SPECIFIED IN THE CONTRACT SPECIFICATIONS.
3. EACH MITER GATE LEAF WILL BE DELIVERED COMPLETELY ASSEMBLED WITH THE FOLLOWING
COMPONENTS ATTACHED TO THE GATE LEAF:
a. DIAGONALS
b. STRUT PIN HOUSING
c. MITERING DEVICE ASSEMBLIES
d. MITER CONTACT BLOCK ASSEMBLIES
e. QUOIN CONTACT BLOCK ASSEMBLIES
f. CATHODIC PROTECTION ANODES
g. GREASE LINES
h. PINTLE SOCKET AND BUSHING
i. FENDER ASSEMBLIES
j. RECESS LATCH STRIKES
k. GATE STOPS
l. LIFTING LUGS
m. TURNING FEET
4. ADDITIONAL FABRICATED ITEMS AND COMPONENTS ARE TO BE DELIVERED LOOSE, WITH THE GATE
LEAFS, TO THE SPECIFIED DELIVERY LOCATION. THESE ITEMS INCLUDE:
a. PINTLES AND PINTLE BASES
b. WALKWAYS AND GRATING
c. HANDRAIL
d. STRUT PINS AND CONNECTION COMPONENTS
e. GUDGEON PINS
f. GUDGEON ANCHOR BARS AND LINK PLATES
g. GUDGEON ANCHORAGE HARDWARE
h. BOTTOM RUBBER J-SEAL WITH CLAMP BARS AND BOLTS
i. ALL REMAINING REQUIRED APPURTENANT ITEMS
j. TWO (2) SPARE DIAGONAL END ASSEMBLIES FOR THE UPSTREAM MITER GATE AND TWO (2) SPARE
DIAGONAL END ASSEMBLIES FOR THE DOWNSTREAM MITER GATE
5. THE MITER GATE LEAF DIAGONALS SHALL BE INSTALLED BUT NOT PRETENSIONED.
6. THE GATE LEAFS ARE TO BE DELIVERED BY BARGE IN THE PRONE POSITION WITH TURNING FEET ATTACHED PENDING THE APPROVAL OF THE DELIVERY/SHIPPING PLAN. IF SHIPPED IN THE PRONE
POSITION, GATE LEAFS SHALL BE ORIENTED SKIN PLATE UP.
7. ALL QUANTITIES SHOWN ON THE DRAWINGS ARE FOR ONE LEFT HAND GATE LEAF (LOOKING
DOWNSTREAM). THE RIGHT HAND LEAF IS THE SAME EXCEPT FOR OPPOSITE HAND AND AS NOTED ON
THE DRAWINGS. ONE SET (RIGHT LEAF AND LEFT LEAF) IS REQUIRED FOR THIS CONTRACT.
8. GUDGEON ANCHORAGE ASSEMBLY AND ASSOCIATED PINS AND WEDGES SHALL BE PROVIDED WITH EACH
LEAF AS SHOWN ON THE DRAWINGS.
9. ONE (1) PINTLE ASSEMBLY (SOCKET, BUSHING, BALL, AND BASE) SHALL BE PROVIDED FOR EACH LEAF.
SHEET ID (DRAWING NUMBER, DWG. NO)A-XXXX
DISCIPLINE DESIGNATOR AS PER
A/E/C/ CADD STANDARDS
SHEET TYPE DESIGNATOR AS PER
A/E/C CADD STANDARDS
DRAWING NUMBER
SHEET IDENTIFICATION KEY:
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CONTRACT DRAWINGS
SHEET
NUMBER DRAWING TITLE
GENERAL
G-0120 COVERSHEET
G-0121 CONTRACT DRAWINGS AND REFERENCE DRAWING INDEX
G-0122 GENERAL ABBREVIATIONS
G-6123 DIAGONALS - PRE-STRESSING METHOD (NOT IN CONTRACT)
G-6124 TOLERANCE PLAN AND SECTIONS
LOCK - MITER GATES
S-1101 PLAN - DOWNSTREAM GATE
S-2102 DOWNSTREAM ELEVATION
S-2103 UPSTREAM ELEVATION
S-1104 PLAN - GIRDER 1
S-1105 PLAN - GIRDERS 2 THRU 3
S-1106 PLAN - GIRDERS 4 THRU 7
S-1107 PLAN - GIRDER 8
S-1108 NOT IN USE
S-3109 SECTIONS AND DETAILS - SHEET 1
S-3110 SECTIONS AND DETAILS - SHEET 2
S-3111 SECTIONS AND DETAILS - SHEET 3
S-3112 SECTIONS AND DETAILS - SHEET 4
S-3113 SECTIONS AND DETAILS - SHEET 5
S-5114 MITER DEVICE DETAILS - SHEET 1
S-5115 MITER DEVICE DETAILS - SHEET 2
S-3116 STRUT CONNECTION - SECTIONS
S-5117 STRUT CONNECTION - DETAILS
S-3118 STRUT CONNECTION - SECTIONS AND DETAILS
S-2119 UPPER DIAGONAL ASSEMBLIES - SHEET 1
S-2120 LOWER DIAGONAL ASSEMBLIES - SHEET 2
S-3121 DIAGONAL AND GUSSETS - SECTIONS AND DETAILS - SHEET 1
S-3122 PINTLE SOCKET - SECTIONS AND DETAILS - SHEET 1
S-3123 PINTLE SOCKET - SECTIONS AND DETAILS - SHEET 2
S-5124 PINTLE BALL - SECTIONS AND DETAILS
S-5125 PINTLE SOCKET - DETAILS
S-5126 PINTLE BASE - PLAN, SECTION AND DETAILS
S-1127 PINTLE GREASE LINE - PLAN AND ELEVATION
S-1128 PLAN - GUDGEON CONNECTION - SECTIONS AND DETAILS
S-5129 ANCHORAGE LAYOUT
S-5130 ANCHORAGE DETAILS - SHEET 1
S-5131 ANCHORAGE DETAILS - SHEET 2
S-5132 ANCHORAGE DETAILS - SHEET 3
S-5133 MITER - CONTACT PLATE AND CONTACT BLOCKS
S-5134 QUOIN - CONTACT PLATE AND CONTACT BLOCKS
S-5135 QUOIN AND MITER - SECTION AND DETAILS
S-2136 DOWNSTREAM FENDER ELEVATION
S-5137 FENDER PROTECTION DETAILS - SHEET 1
S-5138 NOT IN USE
S-1139 WALKWAY DETAILS - PLAN AND SECTION
S-3140 WALKWAY DETAILS - SECTIONS AND DETAILS - SHEET 1
S-3141 WALKWAY DETAILS - SECTIONS AND DETAILS - SHEET 2
S-2142 ANODE UPSTREAM ELEVATION
S-2143 ANODE DOWNSTREAM ELEVATION
S-3144 CATHODIC PROTECTION SYSTEM - SECTIONS AND DETAILS
S-2145 TURNING FOOT - UPSTREAM ELEVATION
S-5146 TURNING FOOT - SECTIONS AND DETAILS
S-2147 LIFTING ARRANGEMENT
S-5148 LIFTING LUG - SECTIONS AND DETAILS
S-6149 DIAPHRAGM, GIRDERS, INTERCOSTAL, AND SKIN SCHEDULES
S-6150 STRUCTURAL CONNECTIONS SCHEDULE
S-9151 UPSTREAM AND DOWNSTREAM ISOMETRIC
S-9152 MISCELLANEOUS ISOMETRICS - SHEET 1
S-9153 MISCELLANEOUS ISOMETRICS - SHEET 2
S-9154 MISCELLANEOUS ISOMETRICS - SHEET 3
S-5155 UPSTREAM DIAGONAL END ASSEMBLY
S-5156 DOWNSTREAM DIAGONAL END ASSEMBLY
CONTRACT REFERENCE DRAWINGS
SHEET
NUMBER DRAWING TITLE
O-LNC-20/2.3 LOCK WALLS - PLAN - UPPER END
O-LNC-20/3.2 LOCK WALLS - PLAN - LOWER END
O-LNC-20/4.3 LOCK WALLS - ELEVATIONS - UPPER END
O-LNC-20/5.3 LOCK WALLS - ELEVATIONS - LOWER END
O-LNC-20/17.3 LOCK WALLS - GATE RECESSES - PLANS, SECTIONS, AND DETAILS
O-LNC-20/20.4 LOCK WALLS - MISCELLANEOUS MASONRY DETAILS
O-LNC-20/25.2 LOCK WALLS - UPPER & LOWER SILLS - PLANS AND SECTIONS
O-LNC-20/26.2 LOCK WALLS - UPPER AND LOWER MITER SILLS - DETAILS
O-LNC-20/32.2 LOCK WALLS - GATE ANCHOR AND PINTLE BASE - DETAILS
O-LNC-20/33.2 LOCK WALLS - WALL QUOIN POSTS & ANCHORS - PLANS, ELEVATIONS, SECTION & DETAILS
O-LNC-20/35.3 LOCKS WALLS - MISCELLANEOUS METAL - MITER SILL SEAL ANGLE - FLOATING MOORING BITT ANCHORAGE
O-LNC-20/43.3 LOCKS - MITER GATE LATCHES - PLAN, SECTIONS, AND DETAILS
O-LNC-20/47.1 LOCK WALLS - PLAN, UPPER END AND MISCELLANEOUS MASONRY DETAILS
O-LNC-22/1.1 LOCKS - GATE OPERATING MACHINERY - ASSEMBLY
O-LNC-22/3.1 LOCKS - GATE OPERATING MACHINERY - SECTOR, SECTOR ARM, PISTON ROD COVER, AND DETAILS
O-LNC-22/5.1 LOCKS - GATE OPERATING MACHINERY - STRUT ASSEMBLY AND DETAILS
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GENERAL ABBREVIATIONS:
SEL SELECT
SF SQUARE FOOT
SH, SHLD SHIELDED
SHT SHEET
SIM SIMILAR
SL SLOPE
SLS SEWAGE LIFT STATION
SOL SOLENOID
SP SUMP PUMP
SPA SPACE, SPACING
SPD SURGE PROTECTIVE DEVICE
SPDT SINGLE POLE DOUBLE THROW
SPEC SPECIFICATION
SQ SQUARE
SS STAINLESS STEEL, SAFETY SWITCH
SSP SHEET PILE
SSPC STRUCTURAL STEEL PAINTING COUNCIL
ST STL STAINLESS STEEL
STA STATION
STD STANDARD
STG CTRS STAGGERED CENTERS
STIFF STIFFENER
STIR STIRRUP
STL STEEL
STR STRUCTURAL
SV SOLENOID VALVE
SW SWITCH
SWP SERVICE WATER PUMP
SY SQUARE YARD
SYM SYMMETRICAL
T&B TOP AND BOTTOM
T, XFMR TRANSFORMER
T/ TOP OF
TB TERMINAL BLOCK
TEMP TEMPORARY
TF TOF FACE, TRENCH FLOOR
TH THERMOSTAT
THK THICK
TM TILTMETER
TOC TOP OF CONCRETE
TOG TOP OF GRATING
TOR TOP OF ROCK
TOS TOP OF STEEL
TP TILT PLATE
TRANS TRANSVERSE
TS TRAFFIC SIGNAL
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR
TYP TYPICAL
UFC UNIFIED FACILITIES CRITERIA
U/S, US UPSTREAM
UH UNIT HEATER
UHMW-PE ULTRA-HIGH-MOLECULAR-WEIGHT
POLYETHYLENE
UL UNDERWRITERS LABORATORIES
UN UNLESS NOTED
UNC UNIFIED NATIONAL COARSE
UP UPPER POOL
UPS UNINTERRUPTIBLE POWER SUPPLY
USACE UNITED STATES ARMY CORPS OF ENGINEERS
USLW UPSTREAM LAND WALL
USMW UPSTREAM MIDDLE WALL
USRW UPSTREAM RIVER WALL
UT ULTRASONIC TESTING
V VOLTS
VAC VOLTS ALTERNATING CURRENT
VCP VITRIFIED CLAY PIPE
VDC VOLTS DIRECT CURRENT
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
VOIP VOICE OVER INTERNET PROTOCOL
W WATTS, WIDTH, WATER, WEST
W/ WITH
W/OUT WITHOUT
WF WIDE FLANGE
WH WATER HEATER
WOF WELDED ON FEMALE INTERLOCK
WOM WELDED ON MALE INTERLOCK
WP WATERPROOF, WEATHERPROOF, WORKING
POINT
WT WEIGHT, TEE SECTION
WWR WELDED WIRE REINFORCEMENT
YD YARD
MDS MAIN DISCONNECT SWITCH
MECH MECHANICAL
MFR MANUFACTURER
MH MANHOLE
MIL ONE THOUSANDTH OF AN INCH
MIN MINIMUM
MISC MISCELLANEOUS
MJ MONOLITH JOINT, MECHANICAL JOINT
MK MARK
MONO MONOLITH
MT MAGNETIC PARTICLE TESTING
MTD MOUNTED
MTL METAL
MTS MANUAL TRANSFER SWITCH
N NORTH, NITROGEN, NEUTRAL
NAVD NORTH AMERICAN VERTICAL DATUM
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
NF NOT FUSED, NEAR FACE
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NGS NATIONAL GEODETIC SURVEY
NIC NOT IN CONTRACT
NO NUMBER, NORMALLY OPEN
NOM NOMINAL
NPT NATIONAL PIPE THREAD
NS NEAR SIDE
NTRL NEUTRAL
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
ODOT OHIO DEPARTMENT OF TRANSPORTATION
OF OUTSIDE FACE
OL OVERLOAD
OPG OPENING
OPP OPPOSITE
OPT OPTIONAL
P POLE
PB PUSH BUTTON, PULL BOX
PC PERSONAL COMPUTER, PIECE, PROTECTION
CELL
PENNDOT PENNSYLVANIA DEPARTMENT OF
TRANSPORTATION
PF POWER FACTOR
PH PHASE
PJP PARTIAL JOINT PENETRATION
PL PLATE
PLC PROGRAMMABLE LOGIC CONTROLLER
PNL PANEL
POS POSITIVE
POT POTENTIOMETER
PP POWER PANELBOARD
PR PAIR
PS POWER SUPPLY
PSC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSM POWER SUPPLY MODULE
PT PRESSURE TRANSDUCER
PTZ PAN TILT ZOOM
PVC POLYVINYL CHLORIDE
PWR POWER
QTY QUANTITY
R, RAD RADIUS
R-8 RIVER WALL MONOLITH NO. 8
R/C RIVER CHAMBER
R/W RIVER WALL
RA RETURN AIR
RECEP RECEPTACLE
REF REFERENCE
REINF REINFORCING
REQD REQUIRED
RR RAILROAD
RT RIGHT, RADIOGRAPH TESTING
S SOUTH
SA SUPPLY AIR
SAN SANITARY
SCADA SUPERVISORY CONTROL & DATA ACQUISITION
SCH SCHEDULE
SDR STANDARD DIMENSION RATIO
SECT SECTION
GFE GOVERNMENT FURNISHED EQUIPMENT
GFI, GFCI GROUND FAULT CIRCUIT INTERRUPTER
GFM GOVERNMENT FURNISHED MATERIAL
GPM GALLONS PER MINUTE
GR GRADE OF STEEL
GRS GALVANIZED RIGID STEEL
GTG GRATING
GV GATE VALVE
GWB GYPSUM WALL BOARD
H.D. HEAVY DUTY
HC HEATER CONTRACTOR
HD HEAD, HIGH DEFINITION
HDG HOT DIP GALVANIZED
HDLS HEADLESS
HDPE HIGH DENSITY POLYETHYLENE
HEX HEXAGONAL
HH HANDHOLE
HID HIGH INTENSITY DISCHARGE
HK HOOK
HMI HUMAN MACHINE INTERFACE
HML HIGH MAST LIGHTING
HOA, H-O-A HIGH-OFF-AUTOMATIC
HORIZ HORIZONTAL
HP HORSEPOWER, HIGH POINT
HPS HIGH PRESSURE SODIUM
HPU HYDRAULIC POWER UNIT
HS HIGH STRENGTH
HSA HEADED STUD ANCHOR
HT HEIGHT
HT HEATER
HVAC HEATING, VENTILATING & AIR CONDITIONING
HW HOT WATER
HZ HERTZ
I/O INPUT/OUTPUT
IC INCLINOMETER
ID INSIDE DIAMETER
IE INVERT ELEVATION
IF INSIDE FACE
IN INCH
INT INTERIOR
INV INVERT
JP, J.BOX JUNCTION BOX
JT JOINT
K KIP (1 KIP = 1,000 LBS)
KCMIL ONE THOUSAND CIRCULAR MILS
KSI KIPS PER SQUARE INCH
KVA KILOVOLT AMPS
KW KILOWATT
L ANGLE
L-8 LAND WALL MONOLITH NO. 8
L/C LAND CHAMBER
L/D LOCK AND DAM
L/W LAND WALL
LA LIGHTING ARRESTOR
LBS POUNDS
LC LIGHTING CONTRACTOR
LCD LIQUID CRYSTAL DIODE
LCY LATCHING CYLINDER
Ld DEVELOPMENT LENGTH
Ldh HOOK DEVELOPMENT LENGTH
LDT LINEAR DISPLACEMENT TRANSDUCER
LED LIGHT EMITTING DIODE CLUSTER LAMP
LF LINEAR FEET
LG LONG
LIN LINEAR
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LOC LOCATION
LP LOWER POOL, LOW POINT, LIGHTING
PANELBOARD
LS LIMIT SWITCH
LSL LONG SLOTTED HOLE
LT LIGHT, LEFT
LTG LIGHTING
M MOTOR, METER
M-8 MIDDLE WALL MONOLITH NO. 8
M/W MIDDLE WALL
MATL MATERIAL
MAX MAXIMUM
MB/S MEGABYTE PER SECOND
MCC MOTOR CONTROL CENTER
COR CONTRACTING OFFICER'S REPRESENTATIVE
COV COVERAGE
CPA CORNER PROTECTION TYPE A (HORIZONTAL)
CPB CORNER PROTECTION TYPE B (VERTICAL)
CPU CENTRAL PROCESSING UNIT
CR CONTROL RELAY
CS1, CS-1 CONTROL STATION NO. 1
CSK COUNTERSUNK
CTR CENTER
CTRL CONTROL
CU FT, CU CUBIC FOOT
CU YD, CY CUBIC YARD
CW COLD WATER
CWL CONTRACTOR WORK LIMITS
CYL CYLINDER
DC DIRECT CURRENT
DEG DEGREE
DEMO DEMOLITION
DI DUCTILE IRON
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIP DUCTILE IRON PIPE
DISC SW, DS DISCONNECT SWITCH
DL DEAD LOAD
DN DOWN
DP DEEP, DISTRIBUTION PANEL
DPDT DOUBLE POLE DOUBLE THROW
DPST DOUBLE POLE SINGLE THROW
DS, D/S DOWNSTREAM
DSLW DOWNSTREAM LAND WALL
DSMW DOWNSTREAM MIDDLE WALL
DSRW DOWNSTREAM RIVER WALL
DWG, DWGS DRAWING, DRAWINGS
DWP DEWATERING PUMP
E EAST
E-STOP EMERGENCY STOP
EA EACH
EF EACH FACE, EXHAUST FAN
EJ EXPANSION JOINT
EL, ELEV ELEVATION
ELB ELBOW
ELEC, ELECT ELECTRICAL
EM EMERGENCY
EMB EMBEDED
EMT ELECTRICAL METAL TUBING
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EST ESTIMATED
EV, E/V EMPTYING VALVE
EW EACH WAY
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
F FUSE, DEGREES FAHRENHEIT
F'C 28 DAY COMPRESSION CONCRETE STRENGTH
GIVEN IN PSI
FA FIRE ALARM
FB FUSE BOX
FCM FRACTURE CRITICAL MEMBER
FD FLOOR DRAIN
FF FAR FACE
FH FLAT HEAD
FIXT FIXTURE
FL FLOODLIGHT
FLG FLANGE
FLR FLOOR
FM FLOATING MOORING, FORCE MAIN
FMB FLOATING MOORING BITT
FO FIBER OPTIC
FS FAR SIDE
FT FOOT, FEET
FU FUSE
FV, F/V FILLING VALVE
Fy YIELD STRENGTH
G, GRD GROUND
GA GOUGE
GAL GALLON
GALV GALVANIZED
GEN GENERATOR
1P SINGLE POLE
2P DOUBLE POLE
A, AMP AMPERE
AASHTO AMERICAN ASSOC. OF STATE HIGHWAY &
TRANSPORTATION
AB AIR BUBBLER
ABT ABOUT
AC AIR CONDITIONING, ALTERNATING CURRENT
ACCU AIR CONDENSING UNIT
ACE-IT ARMY CORPS OF ENGINEERS INFORMATION
TECHNOLOGY
ACI AMERICAN CONCRETE INSTITUTE
AF AMP FRAME RATING
AFF ABOVE FINISHED FLOOR
AGA AMERICAN GAS ASSOCIATION
AHU AIR HANDLING UNIT
AIC AMPERE INTERRUPTING CAPACITY
AIEE AMERICAN INSTITUTE OF ELECTRICAL
ENGINEERS
AISC AMERICAN SOCIETY OF STEEL &
CONSTRUCTION
ALT ALTERNATE
ALUM ALUMINUM
APPROX APPROXIMATE
ARCH ARCHITECTURAL
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASME AMERICAN SOCIETY OF MECHANICAL
ENGINEERS
ASSY ASSEMBLY
ASTM AMERICAN SOCIETY FOR TESTING &
MATERIALS
AT AMP TRIP RATING
ATS AUTOMATIC TRANSFER SWITCH
AUX AUXILIARY
AVG AVERAGE
AW AIR WHISTLE
AWG AMERICAN WIRE GAGE
AWS AMERICAN WELDING SOCIETY
AWWA AMERICAN WATER WORKS ASSOCIATION
B TO B BACK TO BACK
B.S. BLACK STEEL
B/ BOTTOM OF
BKR BAKER
BL BASELINE
BLDG BUILDING
BM BEAM
BOT BOTTOM
BRG BEARING
BT BENT
BTU BRITISH THERMAL UNITS
BYP BYPASS
C CONDUIT, DEGREES CELSIUS, CONDUCTOR
C'BORE COUNTERBORE
C/C CENTER TO CENTER
CA COMPRESSED AIR
CAB CABINET
CAD COMPUTER-AIDED DRAFTING
CAHU CONDENSING UNIT
CAM CAMERA
CAP CAPACITY
CAT CATALOG
CAT5 CATEGORY 5 CABLE
CB CIRCUIT BREAKER
CCTV CLOSED CIRCUIT TELEVISION
CD COFFERDAM
CFM CUBIC FEET PER MINUTE
CG CENTER OF GRAVITY
CI CAST IRON
CIP CAST-IN-PLACE, CAST IRON PIPE
CJ CONSTRUCTION JOINT
CJP COMPLETE JOINT PENETRATION
CJT CONTROL JOINT
CKT CIRCUIT
CL CENTERLINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
COAX COAXIAL
COMM COMMUNICATION
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
/4
PINTLE AND
GUDGEON
A
SEE NOTE BELOW
+/- 1/4"
NOTE:
ADJUSTABILITY IN THE ADJUSTABLE CONTACT BLOCK ASSEMBLIES
SHALL NOT BE USED TO OBTAIN REQUIRED GATE LENGTH
TOLERANCES.
.0
.0
A
.0
C MITER END PLATEL C QUOIN END PLATEL
L
C G8
C G1L
L
C
WORK LINE
NOTE:
BETWEEN ANY TWO GIRDERS MAX TOLERANCE ALLOWED IS +/- 1/8"
WORK LINE
GIRDER ALLOWABLE TOLERANCE ENVELOPE
/4
-1 /8
-1 /1
/8
G-6124
VARIES @ QUOIN & MITER SECTIONS
5' - 1" +/- 1/16" TYP
+/- 1/32"
WEB OUT OF PLANE
.6
W
ID
T H
F L A
N G
E
NOTE:
ANY DIMENSIONAL TOLERANCES OF WELDED STRUCTURAL MEMBERS
NOT COVERED HERE SHALL ADHERE TO THE MORE STRINGENT OF AWS
D1.5 DIMENSIONAL TOLERANCE OF WELDED STRUCTURAL MEMBERS AND
AISC STEEL CONSTRUCTION MANUAL 15TH EDITION
GIRDER ALLOWABLE TOLERANCE
V A
R
IR
S
3 1/16"
WORKLINE
C Q
U O
IN
M
IT
E R
C O
N T
A C
T
C Q
U O
IN
M
IT
E R
E N
D P
L A
T E
L L
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
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G
S O
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A
T
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N N
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D E
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K S
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S U
B M
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B Y
D A
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C O
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R A
C T
N O
C
H E
C K
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B Y
D R
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N B
Y
IS
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U E
D A
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P L O
T D
A T
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U .S
A
R M
Y C
O R
P S
O F
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IN
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R S
A N
S I D
P
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T S
B U
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H D
IS
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T L
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R T
Y A
V E
N U
E P
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T
S B
U R
G H
P A
F O
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G O
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:5
P M
T O
L E
R A
N C
E P
L A
N A
N D
S E
C T
IO
N
S
G-6124
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
R K
U C
IN
S
K I
W L U
S E
B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
3/16" = 1'-0"
GATE ALLOWABLE TOLERANCES
NOTE: AMBIENT AIR TEMPERATURE CAN CAUSE UNSTABLE AND INCONSISTENT
MEASUREMENTS. FOR CONSISTENCY ENSURE GATE IS AT A UNIFORM STABLE
TEMPERATURE. BE AWARE THAT OTHER SHOP WORK REQUIRING PRE/POST HEAT CAN
PRODUCE LOCALIZED DEVIATIONS.
+/-1/4"
CONTROL DIMENSION
MEMBER
SPECIFIED
DIMENSIONS
ALLOWABLE
TOLERANCE
ACTUAL DIMENSION
1 2 3 4
G1
TEMPERATURE
G2
G3
G4
G5
G6
G7
G8
+/-1/4"
+/-1/4"
+/-1/4"
+/-1/4"
+/-1/4"
+/-1/4"
+/-1/4"
SKIN SHEET G1-G3
G1 C TO G8 CL L 39'-8"
+/-3/16"
+/-1/4"
60'-11 7/8"
60'-11 7/8"
60'-11 7/8"
60'-11 7/8"
60'-11 7/8"
60'-11 7/8"
60'-11 7/8"
60'-11 7/8"
SKIN SHEET G3-G5
SKIN SHEET G5-G8
FLATNESS
FLATNESS
FLATNESS
+/-3/16"
+/-3/16"
NOTES:
1. THE MITER GATE WILL BE SURVEYED USING LIDAR BY USACE
PERSONNEL TO VERIFY TOLERANCE DURING THE FABRICATION.
USACE WILL MINIMIZE IMPACTS BUT ACCOMMODATIONS WILL NEED
TO BE MADE TO SURVEY THE GATE, NOT LIMITED TO ROTATING,
MOVING OR LIFTING THE GATE & SUB-ASSEMBLIES.
2. THE SPECIFIED STRUCTURAL DIMENSION TOLERANCES ARE BASED
ON A STRUCTURAL TEMPERATURE OF 70 DEGREES F.
1 1/2" = 1'-0"G-6124
2 DETAIL
SCALE: 1 1/2"=1'-0"
SCALE: 3/16"=1'-0"
48 8
S-2102
DOWNSTREAM
ELEVATION
WORK LINE
FACE OF LOCK WALL
GATE LEAF IN
MITERED
POSITION
/2
/3
C L
O C
K S
Y M
A B
O U
T C
L E
X C
E P
T A
S S
H O
W N
S-2103
UPSTREAMELEVATION
F L O
W
1' - 9 1/2"
18' - 11"
61' - 6" CENTER TO CENTER CONTACTS TYP
4 C S
T R
U T
C O
N N
E C
T
IO
NC PINTLE
C PINTLE &
C GUDGEON PIN
STA 1+67.00A
L L
C QUOIN CONTACTL
C MITER CONTACTL
56' - 11"
C LATCH
STA 2+21.21A
L
RIGHT LEAF
LEFT LEAF
C P
IN
T
L E
G
U D
G E
O N
C Q
U O
IN
C
O N
T A
C T
SEE DETAILS ON
S-5129 THRU S-5132
SEE DETAILS
ON S-3116
L
C G
U D
G E
O N
P
IN
L L
L
C P
IN
T
L E
G
U D
G E
O N
L
L
55' - 0 1/2"
RECESS
7' - 0"
L
US Army Corps of Engineers ®
SHEET ID
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S O
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N B
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IS
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P L O
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U .S
A
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:1
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P M
P L A
N
D O
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S T
R E
A M
G A
T E
S-1101
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
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U C
IN
S
K I
W L U
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B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
1/8" = 1'-0"
GATE MACHINERY, GATE STRUT, WALKWAY AND FENDERS NOT SHOWN FOR CLARITY
PLAN - UPSTREAM GATES
GENERAL NOTES:
1. ALL PLANS, ELEVATIONS AND DETAILS ARE FOR THE LEFT
LEAF, UNLESS NOTED OTHERWISE. LEAF ON LEFT SIDE OF CL
LOCK LOOKING DOWNSTREAM IS CONSIDERED LEFT LEAF OF
GATE. RIGHT LEAF IS OPPOSITE HAND OF LEFT LEAF, UNLESS
NOTED OTHERWISE. ALL QUANTITIES SHOWN ARE FOR ONE
LEAF.
2. ONE GATE SET IS COMPRISED OF ONE RIGHT AND ONE LEFT
LEAF.
3. ESTIMATE WEIGHT OF ONE GATE LEAF IS 272 KIPS
4. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.5.
5. ALL STEEL SHALL CONFORM TO ASTM A709 UNLESS NOTED
OTHERWISE. FRACTURE CRITICAL MEMBERS SHALL BE ASTM
A709, GR 50F ZONE 2 USING FINE-GRAIN MILL PRACTICE AS
SPECIFIED IN ASTM A6. NON-FRACTURE CRITICAL MEMBERS
SHALL BE ASTM A709, GR 50T ZONE 2, UNLESS NOTED
OTHERWISE.
6. NON-DESTRUCTIVE TESTING REQUIREMENTS ARE INDICATED
ON WELDING SYMBOLS AND IN SPECIFICATIONS. ALL
FRACTURE CRITICAL MEMBERS (FCM) SHALL HAVE 100% OF
THE WELDS SUBJECT TO NON-DESTRUCTIVE TESTING. FOR
ALL OTHER MEMBERS, WELDS INDICATING NON-
DESTRUCTIVE TESTING SHALL BE 100% NON-DESTRUCTIVE
TESTED. OTHER MEMBERS SHALL HAVE 25% OF THE WELDS
SUBJECT TO NON-DESTRUCTIVE TESTING, AS INDICATED IN
THE SPECIFICATIONS.
7. ALL FILLET WELDS SHALL BE 3/8" MIN, UNLESS OTHERWISE
SHOWN.
8. GROOVE WELDS IN CORNER AND T-JOINTS SHALL BE
REINFORCED WITH FILLET WELDS AS PER AWS D1.5.
9. SPLICES IN GIRDER FLANGES AND WEBS, DIAPHRAGM
FLANGES AND WEBS, END PLATES, GUSSET PLATES AND
SKIN PLATES ARE NOT PERMITTED UNLESS SHOWN ON THE
DRAWINGS OR APPROVED.
10. COATING SHALL BE 5-E-Z VINYL PAINT IN ACCORDANCE WITH
THE SPECIFICATIONS.
11. LOCK FEATURES AND ELEVATIONS SHOWN ARE PROVIDED
FOR INFORMATION ONLY. ELEVATIONS SHOWN ARE TO
NGVD29 VERTICAL DATUM. ELEVATIONS SHALL NOT BE USED
FOR FABRICATION.
12. ALL JOINTS NOT DETAILED SHALL BE SEAL WELDED.
13. ALL WELD BACKING MATERIAL SHALL BE REMOVED.
14. ALL GROOVE WELDS IN BUTT JOINTS ARE TO BE GROUND
FLUSH.
15. ALL FILLET WELDS ARE TO BE WRAPPED AND CONTINUOUS.
16. COMPONENTS DESIGNATED AS FRACTURE CRITICAL
MEMBERS (FCM) ARE IDENTIFIED ON THE DRAWINGS AND
INCLUDE:
• GUDGEON CONNECTION PLATES
• MITER ANCHOR BARS
• MITER LINK PLATES
• LIFTING LUG PLATES
164 8268
SCALE: 1/8"=1'-0"
G8
EL 640.67
HGFEDCB
G7
G6
G5
G4
G3
G2
G1
EL 670.33
C/C CONTACTS
61' - 6"
8' - 5 1/2" 5' - 6 7/8" 5' - 6 7/8" 5' - 6 7/8" 5' - 6 7/8" 5' - 6 7/8" 5' - 6 7/8" 5' - 6 7/8" 5' - 6 7/8" 8' - 5 1/2"
Q U
O
IN
C O
N T
A C
T
B L O
C K
M
IT
E R
C O
N T
A C
T B
L O
C K
C G
A T
E L
E A
F L
1' - 9 1/2"
S-3110
S-3110
SIM
C S
T R
U
O N
N E
C T
IO
N
NEGATIVE
A S-2102
NORMAL
UPPER POOL
EL 664.5
NORMAL
LOWER POOL
EL 644.0
C L
IF
T
IN
G
L U
G L C L
IF
T
IN
G
L U
G L
L
INTERCOSTAL
PL, TYP
A
C E
N D
IA
P
H R
A G
M
I
C E
P
H R
A G
M
22' - 3 1/2" 22' - 3 1/2"
DIAGONAL ON S-3121POSITIVE DIAGONAL ON S-3121
C P
IN
T
L E
G
U D
G E
O N
L L L
18' - 11"
UPPER DIAGONAL
GUSSET PLATES ON
S-2119
MIDDLE
MITER D/S
GUSSET
MIDDLE QUOIN
D/S GUSSET
C J
A C
K
IN
G
P
S T
L C J
A C
K
S T
L
C D
IA
P
H R
A G
M L C D
IA
P
H R
A G
M
LC
J
A C
K
S
P H
R A
G M
L
LOWER DIAGONAL
GUSSET PLATES ON
S-2120
DIAGONAL
GUSSET, TYP
G8
EL 640.67
G7
G6
G5
G4
G3
G2
G1
EL 670.33
SKIN PL
FLOW
T/SILL
EL 639.0
DOWNSTREAM FACE
OF SKIN PLATE
T/WALL
EL 674.0
5' - 1"
INTERCOSTAL
PL, TYP
DIAPHRAGM
PL, TYP
STIFFENER
PL, TYP
US Army Corps of Engineers ®
SHEET ID
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P M
D O
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S T
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S-2102
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
R K
U C
IN
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K I
W L U
S E
B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
1/4" = 1'-0"
DOWNSTREAM ELEVATION
NOTES:
1. WALKWAY AND FENDERS NOT SHOWN FOR CLARITY.
2. ANODES NOT SHOWN FOR CLARITY. SEE SHEET S-3144 FOR
MOUNTING DETAILS.
3. FOR PLATE SIZES AND THICKNESSES OF GIRDERS,
DIAPHRAGMS, STIFFENERS, INTERCOSTALS, AND SKIN
PLATES, SEE SHEET S-6149.
1/4" = 1'-0"S-2102
A SECTION
04 8268 02 4 8134
SCALE: 1/4"=1'-0"
H G F E D C B
G7
G6
G5
G4
G3
G2
G1
EL 670.33
A S-2102
S-3110
SIM
NORMAL
UPPER POOL
EL 664.5
NORMAL
LOWER POOL
EL 644.0
C G
A T
E L
E A
F
S-3110
SIM
8' - 5 1/2"8 @ 5' - 6 7/8"= 44' - 7"8' - 5 1/2"
C Q
U
N T
A C
T
C M
IT
E
R
N T
A C
T
B/SKIN PLATE
/8
S
K
IN
P L A
T E
/1
S K
IN
P
L A
T E
/1
S K
IN
P
L A
T E
L
L
AI
C L
IF
T
IN
G
L U
G L C L
IF
T
IN
G
L U
G L
S-3113
L
C P
IN
T
L E
G
U D
G E
O N
L
C S
T R
N
N E
C T
IO
N
L
/4
G
A P
T/SKIN PLATE
/4
G
A P
LOWER LATCH EYE ON S-3112
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S O
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A
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N N
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D E
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K S
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S U
B M
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B Y
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C O
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N O
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C K
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B Y
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IS
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D A
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P L O
T D
A T
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U .S
A
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F O
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N
M E
Y E
R
P .E
C
H
IE
F E
C N
-S
/5
/2
:1
:0
P M
U P
S T
R E
A M
E L E
V A
T
IO
N
S-2103
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
R K
U C
IN
S
K I
W L U
S E
B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
1/4" = 1'-0"
UPSTREAM ELEVATION
NOTES:
1. WALKWAY AND FENDERS NOT SHOWN FOR CLARITY.
2. ANODES NOT SHOWN FOR CLARITY. SEE SHEET S-3144 FOR
MOUNTING DETAILS.
3. FOR PLATE SIZES AND THICKNESSES OF GIRDERS,
DIAPHRAGMS, STIFFENERS, INTERCOSTALS, AND SKIN
PLATES, SEE SHEET S-6149.
04 8268 02 4 8134
SCALE: 1/4"=1'-0"
EDCB
S-3109
SEE
3' - 1 1/4"
M A
T C
H L
LATCHING POST DETAIL ON S-3110
L
O C
K L
C THRUST
STIFFENER
L
T O
O U
T S
ID
E
O F F
L A
N G
E
R
' - 1
C MITER CONTACTL
A
C D
IA
P
H R
A G
M
L
IF
T
IN
G L
U G
L
2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"
S-5148
B S-3109
SIM
A
S-3109
SIM
1/2"x7" STIFFENER
UNDERSIDE ONLY, TYP
7' - 5 5/8"
6" DIA DRAIN HOLES
10' - 1 1/4"
3' -
/1
6"
NOMINAL 61' - 6" C/C OF CONTACTS
T Y
P
/2
C D
IA
P
H R
A G
M L
C D
IA
P
H R
A G
M L
DIAGONAL GUSSET PLATE
TYP
1' - 4 3/4"
TYP
1' - 4 3/4"
3/4" DIAGONAL
GUSSET PLATE
C G
A T
E L
E A
F L
HGFE
C S
T R
N
N E
C T
IO
N
C G
U D
G E
18' - 11"
/2
WORK
LINE
C GUDGEON AND
STRUT CONNECTION
M A
T C
H L
IN
E
A S-3116
L L
L
NOMINAL 61' - 6" C/C OF CONTACTS
1' - 9 1/2"6' - 8"5' - 6 7/8"5' - 6 7/8"5' - 6 7/8"5' - 6 7/8"
C QUOIN CONTACTL
I
C D
IA
P
H R
A G
M
L
IF
T
IN
G L
U G
L
S-5148
4" DIA DRAIN
HOLES
1" DIA GREASE
LINES
3' - 5 7/16"
10" 10"
1' - 1 1/4"
/8
/8
/8
S-1128
C D
IA
P
H R
A G
M
LC
G A
T E
L E
A F
L
C D
IA
P
H R
A G
M L
3/4" DIAGONAL
GUSSET PLATE
C GIRDERL
2' - 9 7/16"2' - 9 7/16"
10' - 1 1/4"
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
P
IT
T S
B U
R G
H D
IS
T
R
IC
T L
IB
E
R T
Y A
V E
N U
E P
IT
T
S B
U R
G H
P A
F O
R G
R E
G O
R Y
N
M E
Y E
R
P .E
C
H
IE
F E
C N
-S
/5
/2
:1
:1
P M
P L A
N
G
IR
D E
R
S-1104
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
R K
U C
IN
S
K I
W L U
S E
B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
3/4" = 1'-0"
PLAN - GIRDER 1
3/4" = 1'-0"
PLAN - GIRDER 1
SCALE: 3/4"=1'-0"
12 2
NOTES:
1. MITER DEVICES ARE NOT SHOWN FOR CLARITY, SEE SHEET S-5114. HOLES
IN TOP GIRDER TO MATCH BOLT HOLES IN MITER DEVICE. SUBDRILL HOLES
IN SHOP AND REAM FOR 1 1/8" DIA BOLTS MK F1A SHOWN ON S-5115.
2. WALKWAY MEMBERS AND FENDERS NOT SHOWN FOR CLARITY.
3. FOR PLATE SIZES AND THICKNESSES OF GIRDERS, DIAPHRAGMS,
STIFFENERS, INTERCOSTALS, AND SKIN PLATES, SEE SHEET S-6149.
5' - 6 7/8"5' - 6 7/8"11' - 1 3/4"8' - 5 1/2"
1/2"x7" STIFFENER
UNDERSIDE ONLY, TYP
6" DIA DRAIN HOLES
SKIN PL
2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"3' - 3 7/8"
T Y
P
/2
C G
A T
E L
E A
F
L
M A
T C
H L
3' - 4 1/2"
C MITER CONTACTL
A S-3109
A
TYP
1' - 4 3/4"
TYP
1' - 4 3/4"
C D
IA
P
H R
A G
M
L
IF
T
IN
G L
U G
L
4" DIA DRAIN HOLE
8"x1 3/4" LUG STIFFENER
PL, ABOVE G2 ONLY,
SEE S-5148
7' - 5 5/8"
3/4" MIDDLE MITER D/S GUSSET PLATE AT G3
10' - 1 1/4"
3' -
/1
6"
3/4" DIAGONAL GUSSET PLATE AT G2
10' - 1 1/4"
T O
O U
T S
ID
E
O F F
L A
N G
E
R
' - 1
C THRUST
L
INEL
C D
IA
P
H R
A G
M
LC
D
IA
P
H R
A G
M L
1' - 4 3/4"
HGFE
B S-3109
8' - 5 1/2"11' - 1 3/4"5' - 6 7/8"5' - 6 7/8"
3' - 3 7/8"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"
T O
O U
T S
ID
E
O F
F L
A N
G E
R
C G
A T
E L
E A
F L
M A
T C
H L
IN
E
C D
IA
P
H R
A G
M L
3' - 4 1/2"
1/2"x7" STIFFENER
UNDERSIDE ONLY, TYP
C QUOIN CONTACTL
S-3109
I
LC
D
IA
P
H R
A G
M
L
IF
T
IN
G L
U G
3" DIA HOLE FOR
GREASE LINE
3' - 5 7/16"
4" DIA DRAIN
HOLE
3/4" DIAGONAL GUSSET PLATE AT G2
10' - 1 1/4"
3/4" MIDDLE MITER D/S GUSSET PLATE AT G3
10' - 1 1/4"
7' - 5 5/8"
1/2"x7" STIFFENERS
BOT ONLY
3/4"x6 3/4" STIFFENERS
BOT ONLY
C THRUST LINE
L
WORK LINE
C D
IA
P
H R
A G
M L
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
P
IT
T S
B U
R G
H D
IS
T
R
IC
T L
IB
E
R T
Y A
V E
N U
E P
IT
T
S B
U R
G H
P A
F O
R G
R E
G O
R Y
N
M E
Y E
R
P .E
C
H
IE
F E
C N
-S
/5
/2
:1
:1
P M
P L A
N
G
IR
D E
R S
T
H R
U
S-1105
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
R K
U C
IN
S
K I
W L U
S E
B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
3/4" = 1'-0"
PLAN - GIRDERS 2 THRU 3
3/4" = 1'-0"
PLAN - GIRDERS 2 THRU 3 0
SCALE: 3/4"=1'-0"
12 2
NOTES:
1. FENDERS AND DIAGONALS NOT SHOWN FOR
CLARITY.
2. FOR PLATE SIZES AND THICKNESSES OF
GIRDERS, DIAPHRAGMS, STIFFENERS,
INTERCOSTALS, AND SKIN PLATES, SEE
SHEET S-6149.
SKIN PL
1/2"x7" STIFFENER
UNDERSIDE ONLY, TYP
6" DIA DRAIN HOLES
C D
IA
P
H R
A G
M L
M A
T C
H L
C MITER CONTACTL 5' - 6 7/8"5' - 6 7/8"11' - 1 3/4"8' - 5 1/2"
2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"3' - 3 7/8"
T Y
P
/2
A S-3109
SIM
A
C D
IA
P
H R
A G
M
L TYP
1' - 4 3/4"
TYP
1' - 4 3/4"
7' - 5 5/8"
3/4" MIDDLE MITER D/S GUSSET PLATE G4 THRU G5
10' - 1 1/4"
C THRUST
L
INEL
4" DIA DRAIN
HOLE
1' - 4 3/4"
AT G6
JACKING POST G5
TO G8 ONLY
JACKING POST
G5 TO G8 ONLY
C D
IA
P
H R
A G
M L C
J A
C K
S
T L C
G A
T E
L E
A F
L C D
IA
P
H R
A G
M L C J
A C
K
IN
G P
O S
T L
3' -
/1
6"
T O
O U
T S
ID
E
O F F
L A
N G
E
R
' - 1
C D
IA
P
H R
A G
M L
3/4" DIAGONAL GUSSET PLATE G6 THRU G7
LOWER LATCH EYE ON S-3112
HGFE
M A
T C
H L
IN
E
C D
IA
P
H R
A G
M L
8' - 5 1/2"11' - 1 3/4"5' - 6 7/8"5' - 6 7/8"
3' - 3 7/8"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"
1/2"x7" STIFFENER
UNDERSIDE ONLY, TYP
C QUOIN CONTACTL
S-3109
SIM
I
C D
IA
P
H R
A G
M L
B S-3109
SIM
3/4" MIDDLE QUOIN D/S GUSSET PLATE AT G4 THRU G5
10' - 1 1/4"
3" DIA HOLE FOR
GREASE LINE
4" DIA DRAIN
HOLE
7' - 5 5/8"
1/2"x7" STIFFENERS
BOT ONLY G4 THRU G5
T&B G6 THRU G7
3/4"x6 3/4" STIFFENERS
BOT ONLY G4 THRU G5,
1"x6 3/4" T&B G6 THRU G7
C THRUST LINE
L
WORK LINE
JACKING POST G5
TO G8 ONLY
JACKING POST G5
TO G8 ONLY
C D
IA
P
H R
A G
M L C
J A
C K
S
T
LC
G A
T E
L E
A F
L C D
IA
P
H R
A G
M L C J
A C
K
IN
G P
O S
T L
T O
O U
T S
ID
E
O F
F L
A N
G E
R
3' - 5 7/16"
3/4" DIAGONAL GUSSET PLATE G6 THRU G7
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
P
IT
T S
B U
R G
H D
IS
T
R
IC
T L
IB
E
R T
Y A
V E
N U
E P
IT
T
S B
U R
G H
P A
F O
R G
R E
G O
R Y
N
M E
Y E
R
P .E
C
H
IE
F E
C N
-S
/5
/2
:1
:1
P M
P L A
N
G
IR
D E
R S
T
H R
U
S-1106
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
R K
U C
IN
S
K I
W L U
S E
B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
3/4" = 1'-0"
PLAN - GIRDERS 4 THRU 7
3/4" = 1'-0"
PLAN - GIRDERS 4 THRU 7
SCALE: 3/4"=1'-0"
12 2
NOTES:
1. FENDERS AND DIAGONALS NOT SHOWN FOR
CLARITY.
2. FOR PLATE SIZES AND THICKNESSES OF GIRDERS,
DIAPHRAGMS, STIFFENERS, INTERCOSTALS, AND
SKIN PLATES, SEE SHEET S-6149.
S-3112
B A
C K
F A
C E
O F
/2
" S E
A L P
L R
' - 3
E S-3111
SEAL PL
16' - 8 5/8"
2' - 4 5/8"
2' - 4 5/8"
2' - 4 1/2"
1' - 1 1 3/4"
1' - 1 1 3/4"
SKIN PL
C G
A T
E L
E A
F L
C D
IA
P
H R
A G
M
LC
D
IA
P
H R
A G
M L
M A
T C
H L
C MITER CONTACTL
2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"
C D
IA
P
H R
A G
M L
A
C D
IA
P
H R
A G
M L
H S-3111
H S-3111
T O
O U
T S
ID
E
O F
F L A
N G
E
R
' - 1
7' - 5 5/8"
6" DIA DRAIN HOLES, TYP
3' -
/1
6"
1/2"x7" STIFFENER, UNDERSIDE ONLY
TYP
1' - 4 3/4"
TYP
1' - 4 3/4"
3"8 1/2"3"1' - 5 1/2"3"8 1/2"3"
3/4" DIA BOLTS FOR TURNING
FOOT, SEE S-2145-S-5146 FOR
DETAILS
3" 8 1/2" 3" 1' - 5 1/2" 3" 8 1/2" 3"
3/4" DIA BOLTS FOR TURNING
FOOT, SEE S-2145-S-5146 FOR
DETAILS
OPTIONAL
WEB SPLICE
C THRUST
L
INEL
C D
IA
P
H R
A G
M L C J
A C
K
IN
G P
O S
T L
C J
A C
K
S T
L
/4
3/4" DIAGONAL GUSSET PLATE
10' - 1 1/4"
5' - 6 7/8"5' - 6 7/8"5' - 6 7/8"5' - 6 7/8"8' - 5 1/2"
HGFE
WORK LINE
B A
C K
F A
C E
O F
/2
S
E A
L P
L
R
9' - 11 13/16"20' - 9 3/16" 12
SEAL PL
WT6x36
F S-3111
H S-3111
C G
A T
E L
E A
F L
M A
T C
H L
IN
E
C D
IA
P
H R
A G
M L
C D
IA
P
H R
A G
M L
C D
IA
P
H R
A G
M L
8' - 5 1/2"5' - 6 7/8"5' - 6 7/8"5' - 6 7/8"5' - 6 7/8"
1' - 9 9/16"6' - 8"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"2' - 9 7/16"
C QUOIN CONTACTL
C P
IN
T
L E
L
C PINTLEL
B S-3109
SIM
I
C D
IA
P
H R
A G
M L
T O
O U
T S
ID
E
O F F
L A
N G
E
R
T Y
P
/2
3/4" DIAGONAL GUSSET PLATE
10' - 1 1/4"
3' - 5 7/16"
3"8 1/2"3"1' - 5 1/2"3"8 1/2"3"
3/4" DIA BOLTS FOR
TURNING FOOT, SEE
S-2145-S-5146 FOR
DETAILS
3/4" DIA BOLTS FOR
TURNING FOOT, SEE
S-2145-S-5146 FOR
DETAILS
3"8 1/2"3"1' - 5 1/2"3"8 1/2"3"
7' - 5 5/8"
OPTIONAL WEB
SPLICE
C THRUST LINE
L
PLAN OF PINTLE SOCKET ON S-5125
C D
IA
P
H R
A G
M L C J
A C
K
IN
G P
O S
T L
C J
A C
K
S T
L
/4
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
P
IT
T S
B U
R G
H D
IS
T
R
IC
T L
IB
E
R T
Y A
V E
N U
E P
IT
T
S B
U R
G H
P A
F O
R G
R E
G O
R Y
N
M E
Y E
R
P .E
C
H
IE
F E
C N
-S
/5
/2
:1
:1
P M
P L A
N
G
IR
D E
R
S-1107
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
R K
U C
IN
S
K I
W L U
S E
B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
3/4" = 1'-0"
PLAN OF BOTTOM GIRDER
3/4" = 1'-0"
PLAN OF BOTTOM GIRDER
SCALE: 3/4"=1'-0"
12 2
NOTES:
1. FENDERS AND DIAGONALS NOT SHOWN FOR
CLARITY.
2. FOR PLATE SIZES AND THICKNESSES OF GIRDERS,
DIAPHRAGMS, STIFFENERS, INTERCOSTALS, AND
SKIN PLATES, SEE SHEET S-6149.
1" U/S GUSSET PL
14 HOLES, SEE
NOTE BELOW
C MITERING
DEVICES
1' - 11 3/4"
1 3/4"4"4"4"4"
/1
4"4"4"3"3"
A S-3110
1" DIAGONAL
GUSSET PLATE
FLANGE PL 1 1/2"x1'-0"
C L
O C
K
1' - 2 3/8"
L
L
WORK
LINE
R
/2
1' - 8 3/16"
/2
C MITER
CONTACT
L
A S-3112
INTERCOSTAL PL 6x1/2"
1/4
1/4 TYP, WRAP
WELD AT END
STIFFENER PL 1/2"x7"
SKIN PLATE
C GIRDERL
CJP
TYPICAL INTERCOSTAL
SKIN PL
C GIRDERL
C GIRDERL
FLOW
DIAPHRAGM
WEB
S-3110
DIAPHRAGM
FLANGE
1' - 6 1/2" 2' - 0" 1' - 6 1/2"
TYP
R 6"
TYP, WRAP
WELD AT END
1/4
1/4
TYP, SKIN PL
TO
DIAPHRAGM
FLANGE
1" RAD
1/4
1/4 TYP, WRAP
WELD AT END
1/4" FILLET FOR 3/8"
DIAPHRAGM PL
5/16" FILLET FOR
5/8" DIAPHRAGM PL
SOLID DIAPHRAGM (NO
OPENING) AT LINE E AND AT
JACKING POST MEMBERS
WORK LINE
C GUDGEON
PIN & PINTLE
/4
/4
THRUST DIAPHRAGM:
PL 1" GIRDERS 2 THRU 8
SKIN PL
/2
CJP, UT, TYP,
GRIND FLUSH
THRUST
DIAPHRAGM
STIFFENER
U/S
D/S
3' - 1 5/32"
1' - 9 1/2"6' - 8"
C PINTLEL C QUOIN CONTACTL
L
1' - 0"
1' - 0"
3"
C DIAPHRAGML
11 7/8"
5' - 1"
6"
1/2"x7" STIFFENERS
BOT ONLY G2 THRU G5,
T&B G6 THRU G7
3/4"x6 3/4" BOT ONLY G2 THRU G5;
1"x6 3/4" T&B G6 THRU G7
DAMMING SURFACE ALL GIRDERS. NO
COPES. PLATES TO BE FITTED AND
SEALED
CJP, UT
O U
T T
O O
U T
F L A
N G
E S
T
Y P
T O
O U
T S
ID
E
O F
F L
A N
G E
R
3' - 3 7/8"
C THRUST LINE
L
CONTACT PLATE
ASSEMBLY, S-5133
3/8
3/8 TYP, THRUST
DIAPHRAGM
PL 1/2"x6"
15°
4 1/2"
PL 1/2"x6"
1/4
TYP
C DIAPHRAGM
L
1' - 10 3/16" 1' - 5 11/16" 7 11/16"
O U
T T
O O
U T
F L A
N G
E S
T
Y P
/2
/1
/4
1' - 6 9/16"
8 3/4"
/8
3" DIA HOLE, TYP
GIRDERS 2 THRU 7 FOR
GREASE LINES, SEE
SECTION
4" DIA DRAIN HOLES, TYP
GIRDERS 2 THRU 7
D ON S-1127
C THRUST LINE
L
C GIRDERL
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
P
IT
T S
B U
R G
H D
IS
T
R
IC
T L
IB
E
R T
Y A
V E
N U
E P
IT
T
S B
U R
G H
P A
F O
R G
R E
G O
R Y
N
M E
Y E
R
P .E
C
H
IE
F E
C N
-S
/5
/2
:1
:2
P M
S E
C T
IO
N
S A
N D
D E
T A
IL
S
S
H E
E T
S-3109
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
R K
U C
IN
S
K I
W L U
S E
B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
1" = 1'-0"S-1104
1 DETAIL
MITER DEVICES ARE NOT SHOWN FOR CLARITY, SEE SHEET
S-5114. HOLES IN TOP GIRDER TO MATCH BOLT HOLES IN
MITER DEVICE. SUBDRILL HOLES IN SHOP AND REAM FOR
1 1/8" DIA TURNED BOLTS ON S-5115.
1" = 1'-0"S-1104
A & GIRDER STIFFENER
1" = 1'-0"S-1104
B TYPICAL DIAPHRAGM
1" = 1'-0"S-1105
2 DETAIL 1/2 1 21
SCALE: 1"=1'-0"
1" = 1'-0"
DRAIN HOLE LOCATION DETAIL
WORK LINE
C GUDGEON AND STRUT
CONNECTION
B S-3110
2 1/16" DIA HOLE
(2) 1/2" PIN PLATES
NOTCH PIN PLATES
TO FIT OVER
VERTICAL PL
4' - 0
C L
O C
K
5/16
5/16
TYP
/2
1' - 4 7/16"
5"
/1
/1
L
C THRUST
LINEL
3' - 6 3/8"
C MITER
CONTACT
L
L
AISC
FATIGUE
CATEGORY
D, UT WELD
TERMINATION
GROUND
SMOOTH,
UPSTREAM
ONLY, FOR
G1, G6 THRU
G8
AISC FATIGUE
CATEGORY C,
UT, WELD
TERMINATION
GROUND
SMOOTH
DOWNSTREAM
ONLY
TYPICAL DIAPHRAGM FLANGE TO
AISC
FATIGUE
CATEGORY
C, UT, WELD
TERMINATION
GROUND
SMOOTH,
UPSTREAM
ONLY, FOR
G2 THRU G5
C DIAPHRAGML
G
/2
/2
C GIRDER
1' - 0" 1' - 11 1/4"
TY
P
R 6"
I
S-3110
SEE TYPICAL FLANGE
SPLICE DETAIL, THIS
SHEET
1" UPSTREAM, 3/4"
DOWNSTREAM MIDDLE
GUSSET PLATE
5/16
5/16
HOLES FOR FENDER
GUARD, SEE SHEET
S-5137
L
CJP, GRIND
FLUSH, UT,
AISC FATIGUE
CATEGORY B
2 1/2
NOTE:
THICKNESS VARIES
G2
G1
EL 670.33
1 1/2" FLANGE PL
4'-0"x1"x6" PL
3/4" PL
CJP
1" PL
1" THRUST
DIAPHRAGM
1" THRUST
DIAPHRAGM
STIFFENER
4'-2 1/4"x3/4" PL
1/2"x5"
FLANGE PL
1" PL
/8
/4
/8
GIRDER WEB
5/16
5/16TYP, WRAP
WELD AT
END
CJP
C GIRDERL
5/16
5/16 GIRDER WEB
TO GIRDER
FLANGE, TYP
SKIN PLATE
1/4
1/4 TYP, WRAP
WELD AT END
1/4
1/4 SKIN PLATE
TO GIRDER
FLANGE, TYP
CENTER
SPLICE ON
CL GIRDER
WEB
/4
G
A P
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
P
IT
T S
B U
R G
H D
IS
T
R
IC
T L
IB
E
R T
Y A
V E
N U
E P
IT
T
S B
U R
G H
P A
F O
R G
R E
G O
R Y
N
M E
Y E
R
P .E
C
H
IE
F E
C N
-S
/5
/2
:1
:5
P M
S E
C T
IO
N
S A
N D
D E
T A
IL
S
S
H E
E T
S-3110
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
R K
U C
IN
S
K I
W L U
S E
B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
1" = 1'-0"
LATCHING POST DETAIL
3" = 1'-0"S-3110
2 GIRDER FLANGE WELD DETAIL
1" = 1'-0"S-2102
1 DETAIL
1 1/2" = 1'-0"
TYPICAL FLANGE SPLICE DETAIL
1" = 1'-0"S-3109
A SECTION
1" = 1'-0"S-3110
B SECTION
LATCH POST ISO
1 1/2" = 1'-0"S-3109
8 GIRDER FLANGE WELD DETAIL
6"6"
SCALE: 3"=1'-0"
04 20
SCALE: 1 1/2"=1'-0"
111/2 1 21
SCALE: 1"=1'-0"
PL 5/8"x52
/4
PL 3/4"x5"
1/2" SEAL PL
T/SILL
EL 639.0
5/16
TYP
5/16
5/16
TYP
CJP
5/16
5/16
SEE
/8
1/2" CLEARANCE
BUMPER PLATE AND SHIM DETAIL ON S-3113
CJP
CJP
CJP
PL 5/8"
G S-3111
G8
EL 640.67
T/SILL
EL 639.0
SKIN PL
INTERCOSTAL PL
WORK LINE
4"
PL 1/2"
5/16
5/16
5/16
5/16
TYP
1/2" SEAL PL
5/16
TYP
S-3111
"6
/4
1/4
TYP
G8
EL 640.67
T/SILL
EL 639.0
SKIN PL
STIFFENER PL3/4"x7"
STIFFENER
PL1/2"x7"
WT6
STIFFENER
PL3/4"x7"
PL 3/4"
1/2" SEAL PL
5/16
5/16 TYP, WRAP
WELD AT END
5/16
5/16TYP, WRAP
WELD AT
END
CJP, TYP
PL 1"x15"x15"
J S-3111
S-3111
REF
CJP
/4
7 1/2" 7 1/2"
1' - 0 1/4"
DIAPHRAGM WEB WITHOUT
OPENING, TYP G6-G8
5/16
TYP 5/16
5/16
TYP
1 1/2"
7 7/8"
1/4
TYP
G8
EL 640.67
H
STIFFENER PL STIFFENER PL
WT6x36
PL 1"
6" 6"
3/8
3/8
TYP
1/4
1/4
TYP
5/16
5/16
PL 3/4"
PL 1/2"
3/8"x45° CHAMFER TYP
WT6x36
3/8
3/8
3/4" PL
SPACER PL 1/2"x5"
CONTINUOUS
SEAL PL
BOTTOM PL 1"
CONTINUOUS
SS CLAMPING BAR 2 1/4"x1/2"
TO RUN LENGTH OF J-SEAL
R 3/8"R 1/2"
4"
5/16
5/16
CJP
3/16
3/16
C
SPACED AT 6 5/16" OC MAX
J-SEAL BOLT ON S-3113
J-SEAL ON S-3113
WHEN MITERED
1/4" DEFLECTION
L
PL 1/2"x3"
PL 1/2"
5"
3/4" PL
1" CONTINUOUS PL
11/16" DIA, 3/4 10 UNC-2 FOR
BUMPER & SHIM BOLT ON S-3113
5/8" PL
1"x5"x0'-5" PL
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
P
IT
T S
B U
R G
H D
IS
T
R
IC
T L
IB
E
R T
Y A
V E
N U
E P
IT
T
S B
U R
G H
P A
F O
R G
R E
G O
R Y
N
M E
Y E
R
P .E
C
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F E
C N
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:1
:3
P M
S E
C T
IO
N
S A
N D
D E
T A
IL
S
S
H E
E T
S-3111
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
R K
U C
IN
S
K I
W L U
S E
B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
1 1/2" = 1'-0"S-1107
E SECTION
1 1/2" = 1'-0"S-1107
F SECTION
6"6"
SCALE: 3"=1'-0"
04 2
1 1/2" = 1'-0"S-1107
H SECTION
1 1/2" = 1'-0"S-3111
J SECTION
3" = 1'-0"S-3111
1 DETAIL
1 1/2" = 1'-0"S-3111
G SECTION
SCALE: 1 1/2"=1'-0"
S-3112
/8
' - 1
SEAL PL
PL 3/4"
C THRUST
DIAPHRAGM
L
CJP, UT,
TYP
CJP, GRIND
FLUSH
CJP, GRIND
FLUSH
ARROW
SIDE, TYP
3 1/2"
G8
EL 640.67
PL 1/2"
PL 3/4"
1/4
1/2" SEAL PL
4"
E S-3112
J-SEAL ON S-3113
/4
G6
SKIN PL
" 5
/1
7 1/4" 3 5/8"
3 5/8
5/16
5/16
45° CHAMFER
EACH SIDE
GIRDER FLANGE
5/16
1' - 7 13/16"
PL 1"x8"
SS CLAMPING BAR 2 1/4"x1/2"
TO RUN LENGTH OF J-SEAL
J-SEAL
1" PL, CONTINUOUS
PL 1/2"
PL 3/4"
PL 1"
1/2" SEAL PL
G6
10 3/8"
GIRDER FLANGE
5 3/16"
1" 1' - 9" 1"
3 1/2" 7" 7" 3 1/2"
1 1/16" DIA HOLE FOR 1"
DIA BOLT, TYP
/2
G1
EL 670.33
SKIN PL
9"x3/4" U/S GUSSET
EXTENSION
FLANGE PL 1 1/2"x1'-0"
1/4
1/4
1/4
1/4
B S-3112
C S-3112
5/16
TYP
/3
T O
P
IN
T L
E C
L
1" STIFF PL
7/16" SKIN PL
1" STIFF PL
1' - 6 7/8"
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
P
IT
T S
B U
R G
H D
IS
T
R
IC
T L
IB
E
R T
Y A
V E
N U
E P
IT
T
S B
U R
G H
P A
F O
R G
R E
G O
R Y
N
M E
Y E
R
P .E
C
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F E
C N
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:1
:4
P M
S E
C T
IO
N
S A
N D
D E
T A
IL
S
S
H E
E T
S-3112
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
R K
U C
IN
S
K I
W L U
S E
B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
1 1/2" = 1'-0"S-1107
2 DETAIL
3" = 1'-0"S-3112
D SECTION
6"6"
SCALE: 3"=1'-0"
04 20
SCALE: 1 1/2"=1'-0"
1" = 1'-0"S-3112
B SECTION
1/2 1 21
SCALE: 1"=1'-0"
3" = 1'-0"S-3112
E SECTION
1 1/2" = 1'-0"S-3112
C SECTION
LOWER LATCH EYE ISO
1" = 1'-0"S-3109
A SECTION
1 1/2" = 1'-0"
ALL LATCH MATERIAL IS 1" PLATE
PLAN - LOWER LATCH EYE
1" 3" 1"
/2
/2
BUMPER PLATE 1" W/ 3/4" DEEP HOLES
SHIM 1/4" W/THRU HOLES
SHIM 1/8" W/THRU HOLES
SHIM 2 @ 1/16" W/THRU HOLES
SHIM 3/4 WITH CSK HOLES
4 HOLES, DRILL 13/16" 82 ° CSK TO 1 3/8"
DIA TAP 1" PL, 3/4 10 UNC-2 FOR
BUMPER & SHIM BOLT ON S-3113
/4
1"
/4
13/16" DIA HOLE FOR 3/4" DIA BOLT,
2 3/4"
R 3/8"
J-SEAL BOLT ON S-3113
/4
-1
U
N C
-2
1 1/2"
4"
1 1/2"
/4
-1
U
N C
-2
1 1/4"
I
1/4" THK PL
C GIRDERL
13/16" DIA, TYP
/1
/4
T
Y P
/2
2 3/4" MIN CLR TYP
2' - 4"9 1/4"
3/4" TYP
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
P
IT
T S
B U
R G
H D
IS
T
R
IC
T L
IB
E
R T
Y A
V E
N U
E P
IT
T
S B
U R
G H
P A
F O
R G
R E
G O
R Y
N
M E
Y E
R
P .E
C
H
IE
F E
C N
-S
/5
/2
:1
:0
P M
S E
C T
IO
N
S A
N D
D E
T A
IL
S
S
H E
E T
S-3113
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
R K
U C
IN
S
K I
W L U
S E
B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
6" = 1'-0"
BUMPER PLATE AND SHIM DETAIL
3" = 1'-0"
J-SEAL
6" = 1'-0"
STAINLESS STEEL, TYPE 304
MARK F7A
125 REQUIRED
NUT & WASHER STAINLESS STEEL , TYPE 18-8
NUT SHALL BE NYLOCK TYPE
J-SEAL BOLT
3"3"
SCALE: 6"=1'-0"
02 16"6"
SCALE: 3"=1'-0"
04 2
6" = 1'-0"
ASTM F468 UNS C46400
MARK F16A
4 REQUIRED
BUMPER & SHIM BOLT
1 1/2" = 1'-0"S-2103
1 SIGN DETAILS
SIGN SPECIFICATIONS:
1. EACH GATE LEAF SHALL HAVE AN INDIVIDUAL SIGN. SIGN WILL BE UPDATED TO
REFLECT:
XXX,XXX - FINAL GATE LEAF WEIGHT, FULLY ASSEMBLED
XX-X-XXXX - GOVERNMENT CONTRACT NUMBER
2. a) PLATE SHALL CONFORM TO ASTM A240, S30400
b) LETTERING SHALL BE 2" TALL, ENGRAVED 1/8" DEEP.
c) SIGNS SHALL HAVE A 1/4" HARD NEOPRENE GRADE 70A BACKER FROM
RUBBERCAL OR SIMILAR MATCHING DIMENSIONS OF SIGN.
3. a) ALL BOLTS SHALL BE INSTALLED PER AISC SNUG TIGHT.
4. a) HEX HEAD BOLTS - QTY: 4
STAINLESS STEEL TYPE 304
3/4" DIAMETER
b) WASHERS - QTY: 4
STAINLESS STEEL TYPE 18-8, NEOPRENE BONDED
c) NUTS - QTY: 4
STAINLESS STEEL NYLOCK TYPE 18-8
ROLLER SUPPORT PLAN ON S-5114
C LOCK AND C ROLLER
C GUDGEON
C MITERING
DEVICE
WORK LINE
ROLLER ON S-5114
ROLLER PIN ON S-5114
KEEPER PLATE ON S-5114
L L
L
CONTACT BLOCK SUPPORT PLAN ON S-5115
CONTACT BLOCK ON S-5115
C MITERING
DEVICE
L
C GUDGEON
WORK LINE
L
/1
/2
TURNED BOLT - MITER DEVICE ON S-5115
/1
/2
TURNED BOLT - MITER DEVICE ON S-5115
SHEAR BLOCKS,
1 1/2"x3/4"x0'-3"
PLACE AFTER FINAL
ASSEMBLY, TYP
3/8
3 SIDES TYP,
A S-5114
4" DIA HOLE,
+.002/-.000
SUB DRILL HOLES IN SHOP
AND REAM FOR 1 1/16" DIA
BOLTS AFTER ASSEMBLY,
SEE TURNED BOLT - MITER
DEVICE, ON S-5115
3/4" PL,
MK-S-5114-2
DRILL & TAP FOR
1' - 10"8 9/16"
1 3/4"
3 1/2"4"4"4"4"
5 3/4"4"4"3"3"
1' - 10 3/4"
5"
/4
/4
2 1/4"
/2
/2
7 11/16"
/4
3 5/8"
KEEPER PLATE BOLT ON S-5114
3/4" BENT PLATE
MK-S-5114-1
3/4" BENT PL,
MK-S-5114-4
1" PL,
MK-S-5114-3
3/8
3/8
PJP
3/8
(3/8)
3/8
PJP
/2
DRILL 1/4"
1/4" CHAMFER
3.996"
+0.000 -0.002
4 1/2"
/8
/4
DRILL & TAP 7/8" 16 UNC-2 1" DEEP
FOR ROLLER PIN - GREASE PLUG,
GREASE PLUG - EYE BOLT ON
S-5115 & LUBRICATION PIPE
3/16" GREASE
GROOVES, BREAK
SHARP EDGES
/8
/1
/1
.0
.0
-0 .0
DRILL 2 HOLES FOR 1/4"x1"
DOWELS ON ASSEMBLY WITH
+0.000 -0.001
ROLLER ON S-5114
4.750"
3/16" GREASE GROOVES
9/16" DIA HOLE FOR
1/2-13x1" LG HEAVY
HEX BOLTS
PL 3/8"
1 1/2" 5" 1 1/2"
/4
/4
/2
8"
32 32
32 32
/8
/8
/1
9"
8" HUB
+0.000 -0.001
1/4"x1" DOWEL
PRESS FIT W/ROLLER
BUSHING ON S-5114
9"
4.750"
/1
1/2" -13 UNC-2
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
P
IT
T S
B U
R G
H D
IS
T
R
IC
T L
IB
E
R T
Y A
V E
N U
E P
IT
T
S B
U R
G H
P A
F O
R G
R E
G O
R Y
N
M E
Y E
R
P .E
C
H
IE
F E
C N
-S
/5
/2
:2
:3
P M
M
IT
E R
D E
V
IC
E D
E T
A
IL
S
S H
E E
T
S-5114
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
R K
U C
IN
S
K I
W L U
S E
B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
1 1/2" = 1'-0"
MITER DEVICE ASSEMBLY
1 1/2" = 1'-0"
MK-S-5114-1 96 LBS
MK-S-5114-2 136 LBS
MK-S-5114-3 32 LBS
MK-S-5114-4 24 LBS
ROLLER SUPPORT PLAN
1 1/2" = 1'-0"S-5114
A SECTION
NOTES:
1. CONTACT BLOCK SUPPORT IS ATTACHED TO THE RIGHT LEAF.
ROLLER SUPPORT IS ATTACHED TO THE LEFT LEAF.
3"3"
SCALE: 6"=1'-0"
02 1
3" = 1'-0"
ASTM A29 4140 OR 4340
MIN BRINNEL HARDNESS = 400
MK-S-5114-6 38 LBS
ROLLER PIN
3" = 1'-0"
ALUM BRONZE, ASTM B148
OR ASTM B505, UNS C95400
MK-S-5114-7 13 LBS
BUSHING
3" = 1'-0"
ASTM A709, GR 50
MK-S-5114-8 2 LBS
KEEPER PLATE
3" = 1'-0"
ASTM A29 GR 4340
MIN BRINNEL HARDNESS = 400 MIN
W/CHROME PLATE .005" THK
MK-S-5114-5 109 LBS
ROLLER
6"6"
SCALE: 3"=1'-0"
04 2
6" = 1'-0"
ASTM A193 B8S
MARK F3A
2 REQUIRED
KEEPER PLATE BOLT
3/4" BENT PL,
MK-S-5115-1 1" BENT PL,
MK-S-5115-5
(3/8)
3/8
PJP
3/8
1" PL,
MK-S-5115-3
/4
4" 4" 4" 4"
9 3/8
5 3/4" 4" 4" 3"
3"
PL 3/4"
SUB DRILL HOLES IN SHOP AND REAM
FOR 1 1/16" DIA BOLTS AFTER
ASSEMBLY, SEE TURNED BOLT - MITER
DEVICE, THIS SHEET
A S-5115
B S-5115
/4
/4
1' - 6"
3 3/4"
1"
1'
1' - 11 1/4"
1"1
/4
T Y
P
1 3/4" TYP
1/4" DIA THRU
.69" DIA, 0.75
DEEP 1/2-14 NPT
R 1/16"
7/8"-9 UNC-2
1/16"DEEP x1/8" RECESS
FOR RUBBER O-RING,
MK-S-5115-10
/8
M
IN
7/8"-9 UNC-2
/3
/8
/8
/8
/8
1 1/8"
1 1/8" -7 UNC-2
1 3/4"4@3 1/4= 1' - 1"
2 1/4"
(3/8)
3/8
PJP
2 1/4"
4@3 1/4= 1' - 1"1 3/4"
DRILL 13/16 DIA HOLES FOR
DRILL AND TAP 3/4" 10 UNC-2 FOR
3/4" PL
3/4" PL
CONTACT BLOCK BOLT ON S-5115
CONTACT BLOCK SUPPORT BOLT ON S-5115
4 1/4
3"
2 9/16"
/8
1 3/4"
/3
/2
2"6"2"
/2
/8
/4
/2
/2
/8
DRILL & TAP 3/4"-10 UNC-2 FOR
CONTACT BLOCK SUPPORT BOLT ON S-5115
10"
' - 4
/8
2 3/4"
1 5/8"
/4
-1
U
N C
-2
2 1/2"
1 5/8"
/4
-1
U
N C
-2
1' - 4 5/8"
1 7/8" 3 1/4"
3 1/4" 3 1/4"
3 1/4" 1 3/4"
1 15/32" 1 11/32"
2 7/16" TYP
13/16" TYP
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
P
IT
T S
B U
R G
H D
IS
T
R
IC
T L
IB
E
R T
Y A
V E
N U
E P
IT
T
S B
U R
G H
P A
F O
R G
R E
G O
R Y
N
M E
Y E
R
P .E
C
H
IE
F E
C N
-S
/5
/2
:2
:4
P M
M
IT
E R
D E
V
IC
E D
E T
A
IL
S
S H
E E
T
S-5115
-J
U N
E -2
W W
N B
/S J A
S O
N P
S
T E
E L E
P
.E
E Q
U
IN
N
R K
U C
IN
S
K I
W L U
S E
B R
IN
K
CERTIFIED FINAL DOCUMENTS
O H
IO
R
IV
E
R B
A S
IN
N
E W
C U
M B
E R
L A
N D
L O
C K
S A
N D
D A
M A
U X
IL
IA
R Y
C H
A M
B E
R U
P S
T R
E A
M M
IT
E
R G
A T
E
1 1/2" = 1'-0"S-5115
A SECTION
1 1/2" = 1'-0"
MK-S-5115-1 94 LBS
MK-S-5115-2 126 LBS
MK-S-5115-3 27 LBS
MK-S-5115-4 118 LBS
MK-S-5115-5 81 LBS
CONTACT BLOCK SUPPORT PLAN
12" = 1'-0"
ASTM A322 GR 4140 HT
MARK F29A
1 REQUIRED
ROLLER PIN - GREASE PLUG
12" = 1'-0"
7/8" DIA X 3 1/2"
STEEL, FORGED ASTM A489
1 REQUIRED
GREASE PLUG - EYE BOLT
6" = 1'-0"
ASTM A193 B7
MARK F1A
14 REQUIRED
TURNED BOLT - MITER DEVICE
1 1/2" = 1'-0"S-5115
B SECTION
1 1/2" = 1'-0"
ASTM A148, GR 80-40
MK-S-5115-4 118 LBS
CONTACT BLOCK
6" = 1'-0"
ASTM A193 B8
MARK F3C
10 REQUIRED
CONTACT BLOCK SUPPORT BOLT
6" = 1'-0"
ASTM A193 B8
MARK F3B
10 REQUIRED
CONTACT BLOCK BOLT
3"3"
SCALE: 6"=1'-0"
02 10
SCALE: 1 1/2"=1'-0"
NOTES:
1. CONTACT BLOCK SUPPORT IS ATTACHED TO THE RIGHT LEAF.
ROLLER SUPPORT IS ATTACHED TO THE LEFT LEAF.
2. SUB DRILL HOLES IN SHOP AND REAM FOR 1 1/16" DIA BOLTS
AFTER ASSEMBLY.
1/2 1 21
SCALE: 1"=1"
CONTACT BLOCK SUPPORT (RIGHT LEAF)
MARK NO. DESCRIPTION MATERIAL QTY
F3B BOLT - CONTACT BLOCK TO CONTACT SUPPORT AT MITER ASTM A193 B8 10
F3C BOLT - CONTACT BLOCK TO CONTACT SUPPORT AT MITER ASTM A193 B8 10
MK-S-5115-1 3/4" TOP BENT PLATE ASTM A709, GRADE 50 1
MK-S-5115-2 3/4" BASE PLATE ASTM A709, GRADE 50 1
MK-S-5115-3 1" WEB PLATE ASTM A709, GRADE 50 1
MK-S-5115-4 CONTACT BLOCK ASTM A148, GR 80-40 2
MK-S-5115-5 1" BENT PLATE ASTM A709, GRADE 50 1
ROLLER SUPPORT (LEFT LEAF)
MARK NO. DESCRIPTION MATERIAL QTY
F3A BOLT - KEEPER PLATE TO MITER DEVICE ASTM A193 B8S 2
F29A GREASE PLUG ASTM A322 1
MK-S-5114-1 3/4" TOP BENT PLATE ASTM A709, GRADE 50 1
MK-S-5114-2 3/4" BASE PLATE ASTM A709, GRADE 50 1
MK-S-5114-3 1" WEB PLATE ASTM A709, GRADE 50 1
MK-S-5114-4 3/4" BENT PLATE ASTM A709, GRADE 50 1
MK-S-5114-5 ROLLER ASTM A29 1
MK-S-5114-6 PIN ASTM A29 1
MK-S-5114-7 BUSHING ASTM B148 1
MK-S-5114-8 1/4"X1" DOWEL ASTM A709, GRADE 50 2
MK-S-5114-9 KEEPER PLATE ASTM A709, GRADE 50 1
MK-S-5115-10 GREASE PLUG O-RING RUBBER 1
1 1/2" = 1'-0"
ASTM A240
1/4" THICK - 1 REQUIRED
1/8" THICK - 1 REQUIRED
1/16" THICK - 2 REQUIRED
1/32" THICK - 1 REQUIRED
CONTACT BLOCK SHIM PLATES
G1
EL 670.33
2' - 1 1/2" 2' - 0 9/16" 1' - 8 3/16"
5 1/2"
1' - 3 1/2" 2' - 1 11/16" 2' - 1 1/2" 8 3/16"
GIRDER
STIFFENER PL
/2
GIRDER
STIFFENER PL
WT12X42
P L
/2
P L
/2
P L
/2
P L
/2
P L
/2
5/16
5/16
5/16
TYP
BENT FLANGE PL
1/2"x6"
PL 1"
7 1/4"
C S-3116
______________________ C STRUT
CONNECTION
D S-3116
B S-5117
PL 1"
VERTICAL STRUT PIN ON S-3118
PL 1"
PL 1 1/ 4"
3/8
MT
5/16
5/16
TYP
5/16
MT, TYP
PL 1/2"
5/16
TYP
MC12x35, TYP
L
1' - 5 3/4" 1' - 5 3/4"
5 5/8"1' - 5 1/4"
/8
5/16
TYP
R
3" TY
P 1/2" PL
6"
C S
T R
U T
O P
S
IT
IO
N
WORK LINE
C STRUT…
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