W911WN19B0002_-_CONTRACT_DRAWINGS.pdf

PDF 23 MB Posted May 8, 2019

Attached to: Fabrication of Downstream Miter Gate at New Cumberland Locks and Dam
Solicitation number: W911WN19R0003
Issued by: Department of the Army Corps of Engineers Engineering District Pittsburgh

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File	Type	Posted
Bid_Results.pdf	PDF	Jun 13, 2019
Amendment_0004_(6-10-19).pdf	PDF	Jun 10, 2019
Amendment_0003_(6-4-19).pdf	PDF	Jun 4, 2019
Revised_Spec_35_20_16.33_Amendment_0003.pdf	PDF	Jun 4, 2019
Amendment_0002_(5-30-19).pdf	PDF	May 30, 2019
Revised_Tech_Spec_Section_35_20_16.33.pdf	PDF	May 30, 2019
Revised_Tech_Spec_Section_01_33_00.pdf	PDF	May 30, 2019
Revised_Contract_Drawings_W911WN19B0002-002.pdf	PDF	May 30, 2019
Amendment_0001.pdf	PDF	May 23, 2019
W911WN19B0002_-_REFERENCE_DRAWINGS.pdf	PDF	May 8, 2019
Certified_Final_Documents_RTA_W911WN19B0002.pdf	PDF	May 8, 2019
W911WN19B0002.pdf	PDF	May 8, 2019

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US Army Corps of Engineers ®

SHEET ID

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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 DOWNSTREAM MITER GATE

JEFFERSON COUNTY, OHIO

W911WN19B0002

FEBRUARY 2019

CERTIFIED FINAL DOCUMENTS

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SUBMITTED BY:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

BRANCH CHIEF

APPROVED BY:

CHIEF, ENGINEERING AND

CONSTRUCTION DIVISION

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/ STEPHEN R. STOLTZ, P.E.

FOR /S/ STEPHEN R. STOLTZ, P.E.

FOR /S/ JEFFREY E. FRITZ, P.E.

28-FEB-2019

NEW CUMBERLAND

LOCKS AND DAM

THIS CONTRACT SHALL PROVIDE ONE (1) DOWNSTREAM MITER GATE (2 LEAFS)

FOR THE NEW CUMBERLAND LOCKS AND DAM.

DELIVERY

LOCATION: PEWARS

1. SUPPLY MATERIALS, FABRICATION, PAINTING, AND DELIVERY FOR ONE DOWNSTREAM 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. DIAGONAL TENSIONING EQUIPMENT

c. WALKWAYS AND GRATING

d. HANDRAIL

e. STRUT PINS AND CONNECTION COMPONENTS

f. GUDGEON PINS

g. GUDGEON ANCHOR BARS AND LINK PLATES

h. GUDGEON ANCHORAGE HARDWARE

i. BOTTOM RUBBER J-SEAL WITH CLAMP BARS AND BOLTS

j. ADDITIONAL PINTLE SOCKETS WITH BUSHINGS

k. ALL REMAINING REQUIRED APPURTENANT ITEMS

5. THE MITER GATE LEAF DIAGONALS SHALL BE INSTALLED BUT NOT PRETENSIONED. DIAGONAL HYDRAULIC

TENSIONING EQUIPMENT SHALL BE PROVIDED AS SHOWN ON THE CONTRACT DRAWINGS.

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.

ONE (1) ADDITIONAL PINTLE SOCKET WITH BUSHING SHALL BE PROVIDED FOR EACH GATE LEAF (ONE

RIGHT, ONE LEFT) AND SHIPPED LOOSE.

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:

US Army Corps of Engineers ®

SHEET ID

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CERTIFIED FINAL DOCUMENTS

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CONTRACT DRAWINGS

SHEET NUMBER DRAWING TITLE

GENERAL

G-0020 COVERSHEET

G-0021 CONTRACT DRAWINGS AND REFERENCE DRAWING INDEX

G-0022 GENERAL ABBREVIATIONS

G-6023 DIAGONALS - PRE-STRESSING METHOD (NOT IN CONTRACT)

G-6024 TOLERANCE PLAN AND SECTIONS

LOCK - MITER GATES

S-1001 PLAN - DOWNSTREAM GATE

S-2002 DOWNSTREAM ELEVATION

S-2003 UPSTREAM ELEVATION

S-1004 PLAN - GIRDER 1

S-1005 PLAN - GIRDERS 2 THRU 3

S-1006 PLAN - GIRDERS 4 THRU 6

S-1007 PLAN - GIRDERS 7 THRU 10

S-1008 PLAN - GIRDER 11

S-3009 SECTIONS AND DETAILS - SHEET 1

S-3010 SECTIONS AND DETAILS - SHEET 2

S-3011 SECTIONS AND DETAILS - SHEET 3

S-3012 SECTIONS AND DETAILS - SHEET 4

S-3013 SECTIONS AND DETAILS - SHEET 5

S-5014 MITER DEVICE DETAILS - SHEET 1

S-5015 MITER DEVICE DETAILS - SHEET 2

S-3016 STRUT CONNECTION - SECTIONS

S-5017 STRUT CONNECTION - DETAILS

S-3018 STRUT CONNECTION - SECTIONS AND DETAILS

S-2019 UPPER DIAGONAL ASSEMBLIES - SHEET 1

S-2020 LOWER DIAGONAL ASSEMBLIES - SHEET 2

S-3021 DIAGONAL AND GUSSETS - SECTIONS AND DETAILS - SHEET 1

S-3022 PINTLE SOCKET - SECTIONS AND DETAILS - SHEET 1

S-3023 PINTLE SOCKET - SECTIONS AND DETAILS - SHEET 2

S-5024 PINTLE BALL - SECTIONS AND DETAILS

S-5025 PINTLE SOCKET - DETAILS

S-5026 PINTLE BASE - PLAN, SECTION AND DETAILS

S-1027 PINTLE GREASE LINE - PLAN AND ELEVATION

S-1028 PLAN - GUDGEON CONNECTION - SECTIONS AND DETAILS

S-5029 ANCHORAGE LAYOUT

S-5030 ANCHORAGE DETAILS - SHEET 1

S-5031 ANCHORAGE DETAILS - SHEET 2

S-5032 ANCHORAGE DETAILS - SHEET 3

S-5033 MITER - CONTACT PLATE AND CONTACT BLOCKS

S-5034 QUOIN - CONTACT PLATE AND CONTACT BLOCKS

S-5035 QUOIN AND MITER - SECTION AND DETAILS

S-2036 DOWNSTREAM FENDER ELEVATION

S-5037 FENDER PROTECTION DETAILS - SHEET 1

S-1038 WALKWAY DETAILS - PLAN AND SECTION

S-3039 WALKWAY DETAILS - SECTIONS AND DETAILS

S-2040 ANODE UPSTREAM ELEVATION

S-2041 ANODE DOWNSTREAM ELEVATION

S-3042 CATHODIC PROTECTION SYSTEM - SECTIONS AND DETAILS

S-2043 TURNING FOOT - UPSTREAM ELEVATION

S-5044 TURNING FOOT - SECTIONS AND DETAILS

S-2045 LIFTING ARRANGEMENT

S-5046 LIFTING LUG - SECTIONS AND DETAILS

S-6047 DIAPHRAGM, GIRDERS, INTERCOSTAL, AND SKIN SCHEDULES

S-6048 STRUCTURAL CONNECTIONS SCHEDULE

S-9049 UPSTREAM AND DOWNSTREAM ISOMETRIC

S-9050 MISCELLANEOUS ISOMETRICS - SHEET 1

S-9051 MISCELLANEOUS ISOMETRICS - SHEET 2

S-9052 MISCELLANEOUS ISOMETRICS - SHEET 3

CONTRACT REFERENCE DRAWINGS

SHEET

NUMBER DRAWING TITLE

O-LNC-20/2.3 LOCK WALLS - PLAN - LOWER 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 LOCK 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-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

US Army Corps of Engineers ®

SHEET ID

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CERTIFIED FINAL DOCUMENTS

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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 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/ 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 MIN

MISC MISC

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

ODOP 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, DGWS 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

- 1

PINTLE AND

GUDGEON

SEE NOTE BELOW

+/- 1/4"

NOTE:

ADJUSTABILITY IN THE ADJUSTABLE CONTACT BLOCK ASSEMBLIES

SHALL NOT BE USED TO OBTAIN REQUIRED GATE LENGTH

TOLERANCES.

C MITER END PLATEL C QUOIN END PLATEL

C G11

C G1L

WORK LINE

NOTE:

BETWEEN ANY TWO GIRDERS MAX TOLERANCE ALLOWED IS +/- 1/8"

WORK LINE

GIRDER ALLOWABLE TOLERANCE ENVELOPE

-1

-1 /1

G-6024

NTS

VARIES @ QUOIN & MITER SECTIONS

5' - 1" +/- 1/16" TYP

+/- 1/32"

WEB OUT OF PLANE

0.61°

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

NTS

3 1/16"

WORKLINE

C Q

U O

O N

C Q

U O

N D

L L

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 4/

C E

A N

D S

O N

G-6024

-F

-2

1W N

/S / S

. S

Z, P .E

R . K

U C

L/ R

.J .B

CERTIFIED FINAL DOCUMENTS

O H

U M

D L

O C

N D

Y C

D O

W N

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 G9 G10 G11

+/-1/4" +/-1/4" +/-1/4" +/-1/4" +/-1/4" +/-1/4" +/-1/4" +/-1/4" +/-1/4" +/-1/4"

SKIN SHEET G1-G3

G1 C TO G11 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" 60'-11 7/8" 60'-11 7/8" 60'-11 7/8"

SKIN SHEET G3-G5

SKIN SHEET G5-G8

SKIN SHEET G8-G11

FLATNESS

+/-3/16" +/-3/16" +/-3/16"

NOTE:

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-6024

2 DETAIL

SCALE: 1 1/2"=1'-0"

SCALE: 3/16"=1'-0"

48 8

S-2002

DOWNSTREAM

ELEVATION

WORK LINE

FACE OF LOCK WALL

GATE LEAF IN

MITERED

POSITION

C L

M A

T C

S H

O W

S-2003

UPSTREAMELEVATION

1' - 9 1/2"

18' - 11"

61' - 6" CENTER TO CENTER CONTACTS TYP

4 C

NC PINTLE

C PINTLE &

C GUDGEON PIN

STA 11+03.00B

LC QUOIN CONTACTL

C MITER CONTACTL

56' - 11"

C LATCH

STA 10+48.79

RIGHT LEAF

LEFT LEAF

C P

G U

D G

55' - 0 1/2"

RECESS

7' - 0"

C Q

C O

SEE DETAILS ON

S-5029 THRU S-5031

SEE DETAILS

ON S-3016

C G

C P

G U

D G

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 4/

O W

M G

S-1001

-F

-2

1W N

/S / S

. S

Z, P .E

R . K

U C

L/ R

.J .B

CERTIFIED FINAL DOCUMENTS

O H

U M

D L

O C

N D

Y C

D O

W N

1/8" = 1'-0"

GATE MACHINERY, GATE STRUT, WALKWAY AND FENDERS NOT SHOWN FOR

CLARITY

PLAN - DOWNSTREAM 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 328.0 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"

G11

EL 630.67

HGFEDCB

G10

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

C O

C T

C K

O N

O C

C G

1' - 9 1/2"

S-3010

1 SIM

C S

T C

O N

NEGATIVE

A S-2002

NORMAL

UPPER POOL

EL 664.5

NORMAL

LOWER POOL

EL 644.0

8" 4'

C L

N G

L U

G L C L

N G

L U

INTERCOSTAL

PL, TYP

C E

N D

C E

22' - 3 1/2" 22' - 3 1/2"

DIAGONAL ON S-3021POSITIVE DIAGONAL ON S-3021

C P

G U

D G

L L L

18' - 11"

UPPER DIAGONAL

GUSSET PLATES ON

S-2019

MIDDLE

MITER D/S

GUSSET

MIDDLE QUOIN

D/S GUSSET

C J

L C J

C D

M L C D

LOWER DIAGONAL

GUSSET PLATES ON

S-2020

DIAGONAL

GUSSET, TYP

G11

EL 630.67

G10

EL 670.33SKIN PL

FLOW

T/SILL

EL 629.0

DOWNSTREAM FACE

OF SKIN PLATE

9" 4'

0" 1'

T/WALL

EL 674.05' - 1"

INTERCOSTAL

PL, TYP

DIAPHRAGM

PL, TYP

STIFFENER

PL, TYP

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 4/

D O

W N

O N

S-2002

-F

-2

1W N

/S / S

. S

Z, P .E

R . K

U C

L/ R

.J .B

CERTIFIED FINAL DOCUMENTS

O H

U M

D L

O C

N D

Y C

D O

W N

1/4" = 1'-0"

DOWNSTREAM ELEVATION

NOTES:

1. WALKWAY AND FENDERS NOT SHOWN FOR CLARITY.

2. ANODES NOT SHOWN FOR CLARITY. SEE SHEET S-3042 FOR

MOUNTING DETAILS.

3. FOR PLATE SIZES AND THICKNESSES OF GIRDERS,

DIAPHRAGMS, STIFFENERS, INTERCOSTALS, AND SKIN

PLATES, SEE SHEET S-6047.

1/4" = 1'-0"S-2002

A SECTION

04 8268 02 4 8134

SCALE: 1/4"=1'-0"

H G F E D C B

G10

EL 670.33

A S-2002

S-3010

1 SIM

NORMAL

UPPER POOL

EL 664.5

NORMAL

LOWER POOL

EL 644.0

C G

S-3010

1 SIM

8' - 5 1/2"8 @ 5' - 6 7/8"= 44' - 7"8' - 5 1/2"

C Q

U O

C T

C M

B/SKIN PLATE

6" 3/

8" S

" S

C L

N G

L U

G L C L

N G

L U

G L

S-3013

C P

G U

D G

C S

T C

O N

N L

LOWER LATCH EYE ON S-3012

1/ 4"

T/SKIN PLATE

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 4/

M E

S-2003

-F

-2

1W N

/S / S

. S

Z, P .E

R . K

U C

L/ R

.J .B

CERTIFIED FINAL DOCUMENTS

O H

U M

D L

O C

N D

Y C

D O

W N

1/4" = 1'-0"

UPSTREAM ELEVATION NOTES:

1. WALKWAY AND FENDERS NOT SHOWN FOR CLARITY.

2. ANODES NOT SHOWN FOR CLARITY. SEE SHEET S-3042 FOR

MOUNTING DETAILS.

3. FOR PLATE SIZES AND THICKNESSES OF GIRDERS,

DIAPHRAGMS, STIFFENERS, INTERCOSTALS, AND SKIN

PLATES, SEE SHEET S-6047.

04 8268 02 4 8134

SCALE: 1/4"=1'-0"

EDCB

S-3009

SEE

3' - 1 1/4"

C H

LATCHING POST DETAIL ON S-3010

C LO

K L

C THRUST

STIFFENER

TO OUTSIDE O

F FLANGE

R 5' - 1"

C MITER CONTACTL

C D

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-5046

B S-3009

SIM

S-3009

SIM

1/2"x7" STIFFENER

UNDERSIDE ONLY, TYP

7' - 5 5/8"

6" DIA DRAIN HOLES

10' - 1 1/4"

3' - 5 7/16"

NOMINAL 61' - 6" C/C OF CONTACTS

C D

M L

C D

M L

DIAGONAL GUSSET PLATE

TYP

1' - 4 3/4"

TYP

1' - 4 3/4"

1" DIAGONAL

GUSSET PLATE

C G

HGF

C S

T C

O N

C G

U D

18' - 11"

WORK

LINE

C GUDGEON AND

STRUT CONNECTION

C H

A S-3016

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

C D

L U

G L

S-5046

4" DIA DRAIN

HOLES

1" DIA GREASE

LINES

10' - 1 1/4"

3' - 5 7/16"

10" 10"

5" 5"

1' - 1 1/4"

S-1028

C D

M L

1" DIAGONAL

GUSSET PLATE

C GIRDERL

2' - 9 7/16"2' - 9 7/16"

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 4/

S-1004

-F

-2

1W N

/S / S

. S

Z, P .E

R . K

U C

L/ R

.J .B

CERTIFIED FINAL DOCUMENTS

O H

U M

D L

O C

N D

Y C

D O

W N

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-5014. 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-5015.

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-6047.

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"

C G

C H

3' - 4 1/2"

C MITER CONTACTL

A S-3009

TYP

1' - 4 3/4"

TYP

1' - 4 3/4"

C D

L U

G L

4" DIA DRAIN HOLE

8"x3/4" LUG STIFFENER

PL, ABOVE G2 ONLY,

SEE S-5046

7' - 5 5/8"

3/4" MIDDLE MITER D/S GUSSET PLATE AT G3

10' - 1 1/4"

3' - 5 7/16"

1" DIAGONAL GUSSET PLATE AT G2

10' - 1 1/4"

TO OUTSIDE O

F FLANGE

R 5' - 1"

C THRUST

LINEL

C D

M L

1' - 4 3/4"

HGF

B S-3009

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"

O F

G E

C G

L M

N E

C D

M L

3' - 4 1/2"

1/2"x7" STIFFENER

UNDERSIDE ONLY, TYP

C QUOIN CONTACTL

S-3009

L U

3" DIA HOLE FOR

GREASE LINE

3' - 5 7/16"

4" DIA DRAIN

HOLE

1" 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

WORK LINE

C D

M L

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 4/

R U

S-1005

-F

-2

1W N

/S / S

. S

Z, P .E

R . K

U C

L/ R

.J .B

CERTIFIED FINAL DOCUMENTS

O H

U M

D L

O C

N D

Y C

D O

W N

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-6047.

SKIN PL

1/2"x7" STIFFENER

UNDERSIDE ONLY, TYP

6" DIA DRAIN HOLES

C G

C D

M L

C H

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"

A S-3009

SIM

C D

L TYP

1' - 4 3/4"

TYP

1' - 4 3/4"

7' - 5 5/8"

3' - 5 7/16"

3/4" MIDDLE MITER D/S GUSSET PLATE G4 THRU G6

10' - 1 1/4"

C THRUST

LINEL

4" DIA DRAIN

HOLE C

TO OUTSIDE O

F FLANGE

R 5' - 1"

1' - 4 3/4"

HGF

C G

L M

N E

C D

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-3009

2 SIM

C D

M L

B S-3009

SIM

3' - 5 7/16"

3/4" MIDDLE QUOIN D/S GUSSET PLATE AT G4 THRU G6

10' - 1 1/4"

3" DIA HOLE FOR

GREASE LINE

4" DIA DRAIN

HOLE

7' - 5 5/8"

1/2"x7" STIFFENERS

BOT ONLY

3/4"x6 3/4" STIFFENERS

BOT ONLY G4 THRU G5,

1"x6 3/4" BOT G6

C THRUST LINE

WORK LINE

C D

M L

O F

G E

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 4/

R U

S-1006

-F

-2

1W N

/S / S

. S

Z, P .E

R . K

U C

L/ R

.J .B

CERTIFIED FINAL DOCUMENTS

O H

U M

D L

O C

N D

Y C

D O

W N

3/4" = 1'-0"

PLAN - GIRDERS 4 THRU 6

3/4" = 1'-0"

PLAN - GIRDERS 4 THRU 6

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,

HGF

C G

L M

N E

C D

L C D

M L

8' - 5 1/2"5' - 6 7/8"5' - 6 7/8"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

B S-3009

SIM

S-3009

2 SIM

C D

M L

O F

G E

3' - 5 7/16"

3" DIA HOLE FOR

GREASE LINE

4" DIA DRAIN

HOLE

1/2"x7" STIFFENERS T&B

1"x6 3/4" STIFFENERS T&B

7' - 5 5/8"JACKING POST G8

TO G10 ONLY

3/4" MIDDLE QUOIN D/S GUSSET PLATE G7 THRU G8,

10' - 1 1/4"

C THRUST LINE

C D

M L C J

N G

WORK LINE

1" DIAGONAL GUSSET PLATE G9 THRU G10

JACKING POST G8

TO G10 ONLY

C J

3/4"x7" STIFFENERS

T&B G9 AND G10

ONLY

EDCB

SKIN PL

1/2"x7" STIFFENER

UNDERSIDE ONLY, TYP 6" DIA DRAIN

HOLES, TYP

C G

C H

C MITER CONTACTL 5' - 6 7/8"5' - 6 7/8"5' - 6 7/8"5' - 6 7/8"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"

C D

M L

A S-3009

SIM

C D

M L

TYP

1' - 4 3/4"

TYP

1' - 4 3/4"LOWER LATCH EYE ON S-3012

7' - 5 5/8"

3' - 5 7/16"

JACKING POST G8 TO G10 ONLY

3/4" MIDDLE MITER D/S GUSSET PLATE G7 THRU G8,

10' - 1 1/4"

C THRUST

LINEL

4" DIA DRAIN

HOLE

AT G10

TO OUTSIDE O

F FLANGE

R 5' - 1"

C D

M L C J

N G

1" DIAGONAL GUSSET PLATE G9 THRU G10

1' - 4 3/4"

C J

JACKING POST

G8 TO G10 ONLY

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 4/

R U

S-1007

-F

-2

1W N

/S / S

. S

Z, P .E

R . K

U C

L/ R

.J .B

CERTIFIED FINAL DOCUMENTS

O H

U M

D L

O C

N D

Y C

D O

W N

SCALE: 3/4"=1'-0"

12 2

3/4" = 1'-0"

PLAN - GIRDERS 7 THRU 10

3/4" = 1'-0"

PLAN - GIRDERS 7 THRU 10

NOTES:

1. FENDERS AND DIAGONALS NOT SHOWN FOR

CLARITY.

2. FOR PLATE SIZES AND THICKNESSES OF

GIRDERS, DIAPHRAGMS, STIFFENERS,

DCB

S-3012

BAC

K FAC

E O

F 1/2" SEAL PL

R 6' - 3"

E S-3011

SEAL PL

16' - 8 5/8"

2' - 4 5/8"

2' - 4 1/2"

1' - 11 3/4"

SKIN PL

C G

C D

C H

C MITER CONTACTL

5' - 6 7/8"5' - 6 7/8"5' - 6 7/8"5' - 6 7/8"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"

C D

M L

C D

M L

H S-3011

TSID

E O

F FLAN

G E

R 5' - 1"

7' - 5 5/8"

6" DIA DRAIN HOLES, TYP

3' - 5 7/16"

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-2043-S-5044 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-2043-S-5044 FOR

DETAILS

OPTIONAL

WEB SPLICE

C THRUST

LINEL

1" DIAGONAL GUSSET PLATE

10' - 1 1/4"

C D

M L C J

N G

C J

HGF

WORK LINE

E O

F 1/

2" S

R 6'

9' - 11 13/16"20' - 9 3/16" 12

SEAL PL

WT6x36

F S-3011

H S-3011

C G

L M

N E

C D

M L

C D

M L

14' - 0 3/8"5' - 6 7/8"5' - 6 7/8"5' - 6 7/8"

1' - 9 9/16"6' - 8"5' - 6 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"

C QUOIN CONTACTL

C P

E L

C PINTLEL

B S-3009

SIM

C D

M L

R 5'

1" 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-2043-S-5044 FOR

DETAILS

3/4" DIA BOLTS FOR

TURNING FOOT, SEE

S-2043-S-5044 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

PLAN OF PINTLE SOCKET ON S-5025

C D

M L C J

N G

C J

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 4/

S-1008

-F

-2

1W N

/S / S

. S

Z, P .E

R . K

U C

L/ R

.J .B

CERTIFIED FINAL DOCUMENTS

O H

U M

D L

O C

N D

Y C

D O

W N

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,

1" U/S GUSSET PL

14 HOLES, SEE

NOTE BELOW

C MITERING

DEVICES

1' - 11 3/4"

3" 4"

4" 5"

1 3/4"4"4"4"4"

6" 4"4"4"3"3"

A S-3010

1" DIAGONAL

GUSSET PLATE

FLANGE PL 1 1/2"x1'-0"

C LO

1' - 2 3/8"

L L

WORK

LINE

R 4 1/2"

1' - 8 3/16"

C MITER

CONTACT

A S-3012

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

FLOW

DIAPHRAGM

WEB

S-3010

DIAPHRAGM

FLANGE

4" 4"

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

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

3/ 4"

THRUST DIAPHRAGM:

PL 1" GIRDERS 2 THRU 11

SKIN PL

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

1' - 0"

C DIAPHRAGML

11 7/8"

5' - 1"

1/2"x7" STIFFENERS

BOT ONLY G2 THRU G6,

T&B G7 THRU G10

3/4"x6 3/4" BOT ONLY G2 THRU G5;

1"x6 3/4" BOT ONLY G6; 1"x6 3/4"

STIFFENERS T&B G7 THRU G10

DAMMING SURFACE ALL GIRDERS. NO

COPES. PLATES TO BE FITTED AND

SEALED

CJP, UT

O U

T F L

, T

O F

G E

3' - 3 7/8"

C THRUST LINE

CONTACT PLATE

ASSEMBLY, S-5033

3/8

3/8 TYP, THRUST

DIAPHRAGM

PL 1/2"x6"

15°

4 1/2"

PL 1/2"x6"

1/4

TYP

C DIAPHRAGML

1' - 10 3/16" 1' - 5 11/16" 7 11/16"

O U

T F L

, T

/1 6"

1' - 6 9/16"

8 3/4"

6" 6"

3" DIA HOLE, TYP

GIRDERS 2 THRU 10 FOR

GREASE LINES, SEE

SECTION

4" DIA DRAIN HOLES, TYP

GIRDERS 2 THRU 10

D ON S-1027

C THRUST LINE

C GIRDERL

US Army Corps of Engineers ®

SHEET ID

1 2 3 4 5 6 7 8 9 10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

T D

U .S

. A R

M Y

C O

O F

R S

R G

H D

N U

U R

G H

P A, 4/

N S

S-3009

-F

-2

1W N

/S / S

. S

Z, P .E

R . K

U C

L/ R

.J .B

CERTIFIED FINAL DOCUMENTS

O H

U M

D L

O C

N D

Y C

D O

W N

1" = 1'-0"S-1004

1 DETAIL

MITER DEVICES ARE NOT SHOWN FOR CLARITY, SEE SHEET

S-5014. 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-5015.

1" = 1'-0"S-1004

A & GIRDER STIFFENER

1" = 1'-0"S-1004

B TYPICAL DIAPHRAGM

1" = 1'-0"S-1005

2 DETAIL 1/2 1 21

SCALE: 1"=1'-0"

1" = 1'-0"

DRAIN HOLE LOCATION DETAIL

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

7/ 8"

GIRDER WEB

5/16

5/16TYP, WRAP

WELD AT

END

CJP

WORK LINE

C GUDGEON AND STRUT

CONNECTION

B S-3010

2 1/16" DIA HOLE

(2) 1/2" PIN PLATES

NOTCH PIN PLATES

TO FIT OVER

VERTICAL PL

4' - 0"

C LO

5/16 5/16

TYP

9 1/2"

1' - 4 7/16"

C THRUST

LINEL

3' - 6 3/8"

C MITER

CONTACT

1/ 2"

C GIRDER

1' - 0" 1' - 11 1/4"

TYP

R 6"

S-3010

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-5037

CJP, GRIND

FLUSH, UT,

AISC FATIGUE

CATEGORY B

2 1/2

NOTE:

THICKNESS VARIES

AISC

FATIGUE