Pages from 01 ZA SIG - Cougar Dam Spillway Gate 2 Advertise Plans 1of4.pdf

PDF 27 MB Posted Jul 16, 2022

Attached to: COUGAR SPILLWAY GATE TWO REHABILITATION
Solicitation number: W9127N-22-R-0027
Issued by: Department of the Army Corps of Engineers Engineering District Portland

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides draft plans and specifications for industry review regarding the Cougar Spillway Gate Rehabilitation project. The U.S. Army Corps of Engineers Engineering District Portland is developing plans to replace Gate 2 of the Cougar Dam spillway located in Washington State. The draft documents available for comment include specifications, brand information, and plans consisting of four parts. Interested parties can submit questions to the listed website, which requires registration. This notice serves to inform industry and obtain feedback on the draft documentation, as the project has not yet been approved for solicitation. No award will be made at this time, as this document does not represent an active invitation for bids or request for proposals. The Corps is seeking industry review and questions on the draft contract documents as it progresses the planning for the Cougar Spillway Gate Rehabilitation project.

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File	Type	Posted
Brand Name JA.pdf	PDF	Jul 16, 2022
Pages from 01 ZA SIG - Cougar Dam Spillway Gate 2 Advertise Plans-3of4.pdf	PDF	Jul 16, 2022
Pages from 01 ZA SIG - Cougar Dam Spillway Gate 2 Advertise Plans-4of4.pdf	PDF	Jul 16, 2022
Pages from 01 ZA SIG - Cougar Dam Spillway Gate 2 Advertise Plans-2of4.pdf	PDF	Jul 16, 2022
COUSGR22_ADV_Specs - 7-8.pdf	PDF	Jul 16, 2022

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SPILLWAY

COUGAR DAM AND RESERVOIR

TAINTER GATE REHABILITATION

PATRICK L. DUYCK, P.E.

CHIEF, DESIGN BRANCH CHIEF, ENGINEERING & CONSTRUCTION DIVISION

SOLICITATION NUMBER: W9127N22R0027

DATE:

DISTRICT COMMANDER

COLONEL, CORPS OF ENGINEERS

US Army Corps of Engineers Portland District

MARK J. SAWKA, P.E.

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

THE INITIALS OR SIGNATURES AND REGISTRATION

DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.

THIS PROJECT WAS DESIGNED BY THE PORTLAND

MICHAEL D. HELTON, PMP

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NOTES

THE SPILLWAY DAM.

MODIFYING THE OVERHEAD 480V FEEDER LINE FROM THE INTAKE TOWER TO

AND ES104 SHOWS PARTIAL OR FULL DEPICTIONS OF OPTIONAL CLIN 0009 FOR

1. DRAWINGS E-101, E-502, E-601, E-602, E-603, E-604, E-607, E-701, E-702, ED101

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SHEET OF

- J -

- K -

- F -- A -

- E -

- D -

- B -

ABBREVIATIONS

THE FOLLOWING ABBREVIATIONS MAY BE USED ON THE DRAWINGS IN THIS VOLUME

- G -

- I -

- H -

- L -

- M -

NTS

NPT

NPS

NPL

NOM

NIC

NFPA

NEUT

NEMA

NEC

NAT

NOT TO SCALE

NATIONAL PIPE THREAD

NOMINAL PIPE SIZE

NAMEPLATE

NOMINAL

NUMBER, NORMALLY OPEN

NOT IN CONTRACT

NATIONAL FIRE PROTECTION ASSOCIATION

NEAR FACE

NEUTRAL

ASSOCIATION

NATIONAL ELECTRICAL MANUFACTURERS

NATIONAL ELECTRICAL CODE

NORMALLY CLOSED

NATURAL

NOT APPLICABLE

NORTH

- P -

- O -

- N -

- S -

- R -

- Q -

- U -

- V -

- W -

- T -

XMTR

XFMR

TRANSMITTER

TRANSFORMER

- X -

- Y -

AUXILIARY ATS SWITCH

YARD DRAIN

YARD

- Z -

POSITIONING LINEAR ACTUATOR (ELECT)

PNEUMATIC PISTON ACTUATOR

POSITION TRANSMITTER

LIMIT SWITCH

CYLINDER

COLD WATER

CONTROL VALVE, CABLE VAULT

CUBIC YARDS

CUBIC FEET

COPPER

CENTER

CERAMIC TILE FLOOR

CURRENT TRANSFORMER

CERAMIC TILE, CABLE TRAY,

COUNTER SUNK

CONTROL SWITCH, CAST STONE

CATHODE RAY TUBE

CORROSION RESISTANT STEEL

CONTROL RELAY

CENTRAL PROCESSING UNIT

CYCLES PER SECOND (HERTZ)

CONTROL PANEL

CONTRACTING OFFICER REPRESENTATIVE

CHANGE ORDER REQUEST,

CONTINUE, CONTINUOUS

CONSTRUCTION

CONCRETE, CONCENTRIC

COMMUNICATION

COMMON

CYL

CU YD

CU FT

CTR

CTF

CSK

CRT

CRES

CPU

C.P.S. ~

COR

CONT

CONSTR

CONC

COMM

COMB

DUPLEX

DOWELS

DRAWING

DOMESTIC WATER

DEVICENET STARTER ASSEMBLY

DOWNSTREAM

DISCONNECT SWITCH, DOWNSPOUT

DOOR CLOSER

DOOR, DRAIN

DISCREET OUTPUT

DEVICENET

DOWN

DIVISION

DISCONNECT

DUCTILE IRON PIPE

DIMENSION

DIAGONAL

DIAMETER

DISCREET INPUT, DUCTILE IRON

DOUBLE HUNG, DUCT HEATER

DIFFUSION GATE ACTUATOR MOTOR

DRILL & GROUT

DETAIL

DEPARTMENT

DEGREE

DIRECT CURRENT

DOUBLE

DATUM

PENNY (as in nail - 10d)

DWLS

DWG

DSA

D/S

DR CL

DNET

DIV

DISC

DIP

DIM

DIAG

DIA or Ø

DGAM

D&G

DET

DEPT

DEG

DBL

DAT

EXTERIOR

EXPANSION, EXPOSED

EXISTING

EXHAUST

EXIT DEVICE

EXCAVATE

ENTERING WATER TEMPERATURE

EACH WAY

ELAPSED TIME METER

ESTIMATED MAXIMUM DEMAND

ESTIMATE

EACH SIDE

EQUIPMENT

EQUALLY SPACED

EQUAL

ENTRANCE

ENCLOSURE

EMERGENCY EYEWASH & SHOWER

ELECTRIC or ELECTRICAL

ELEVATION - GRADE OR BUILDING

EACH LAYER

EXPANSION JOINT

EACH FACE

ENTERING AIR TEMPERATURE

EACH, EXHAUST AIR

EAST

EXT

EXP

EXIST

EXH

EXD

EXC

EWT

ETM

EST MAX DMD

EST

EQUIP

EQL SP

DN SW

ENTR

ENCL

& SHR

EMER EW

ELEC

EAT

VALVE POSITION (FLOW)

FACILITY WATER SUPPLY

FIRE WATER, FLAT WASHER

FULL VOLTAGE REVERSING

FULL VOLTAGE NON-REVERSING

FUSE

FUEL TANK LEAK DETECTION PANEL

FOOTING

FEET

FULL SIZE

FRAME

FEET PER MINUTE

FIREPROOF, FIRE PROTECTION

FIBER OPTIC

FLOW METER

FLUORESCENT

FLOOR

FLANGE, FLOORING

FLEXIBLE

FLASHING

FIXTURE

FINISH GRADE

FINISH

FIGURE

FIRE HOSE CABINET

FIRE HYDRANT, FLAT HEAD

FAR FACE

FIRE EXTINGUISHER, IRON

FOUNDATION

FEEDER

FEEDER CIRCUIT BREAKER

FLOOR DRAIN

FUEL CLEANING SYSTEM PANEL

FLOW CONTROLLER,

FOOTCANDLE

FLAT BAR

FRESH AIR

FAHRENHEIT, FUSE

FWS

FVR

FVNR

FTLDP

FTG

FPM

F/O

FMETER

FLUOR

FLR

FLG

FLEX

FLASH

FIXT

FIN GR

FIN

FIG

FHC

FDTN

FDR

BRKR

FDR CKT

FCSP

FCONT

GYPSUM

GALVANIZED RIGID STEEL CONDUIT

GRADE, GROSS

REPRESENTATIVE

GOVERNMENT QUALITY ASSURANCE

GALLONS PER MINUTE

GROUND

GOVERNMENT INSTALLED

GOVERNMENT FURNISHED EQUIPMENT

GOVERNMENT

GROUND FAULT INTERRUPTOR

GROUND FAULT CIRCUIT INTERRUPTOR

GENERAL, GENERATOR

GRADE CLEANOUT

GALVANIZED

GALLON

GAGE or GAUGE

NATURAL GAS

GYP

GRS

GQAR

GPM

GOVT INSTL

GFE

GOVT

GFI

GFCI

GEN

GCO

GALV

GAL

COL

CO2

CND

CMU

CMP

CLWG

CLR

CLOS

CLO

CKT

CHK

CJP

CIRC

CFS

CFM

C TO C

CAP

COLUMN

CARBON DIOXIDE

CLEANOUT, CARBON MONOXIDE

CONDUIT (FOR RACEWAY-ELEC. SHTS)

CONCRETE MASONRY UNIT

CORRUGATED METAL PIPE

CLEAR WIRED GLASS

CLEAR

CLOSURE

CLOSET

CENTER LINE

CIRCUIT

CHECK

COMPLETE JOINT PENETRATION

CONTRACTION JOINT

CIRCULAR

CAST IRON, CURB INLET

CUBIC FEET PER SECOND

CUBIC FEET PER MINUTE

CATCH BASIN

CENTER TO CENTER

CAPACITY

CHANNEL (STRUCTURAL SHAPE),

- C -

HERTZ

HOT WATER

HEIGHT

HYDRAULIC STEEL STRUCTURE

HOLLOW STRUCTURAL SECTIONS,

HOUR

HIGH PRESSURE, HORSEPOWER

HORIZONTAL

HUMAN MACHINE INTERFACE

HOLLOW METAL

HIGH INTENSITY DISCHARGE

HEADER

HIGH DENSITY POLYETHYLENE

HSS

HORIZ

HMI

HID

HDR

HDPE

INVERT ELEVATION

INSIDE DIAMETER

I.E., INV EL

INDEPENDENT WIRE ROPE CORE

INDUCTION RELAY

CURRENT TO PRESSURE TRANSDUCER

IRON PIPE

INPUT/OUTPUT

INTERIOR

INSULATION

INFORMATION

INCHES

INSIDE LAYER

INSIDE FACE

IWRC

I/P

I/O

INT

INSUL

INFO

JOINT

JOIST

JUNCTION

JUNCTION BOX

JST

JCT

J-BOX

KILOWATT HOUR

KILOWATT

KILOVOLT AMPERE REACTIVE

KILOVOLT AMPERE

KILOVOLT

KIPS PER SQUARE INCH

THOUSAND POUND

KEY, THOUSAND

kWh kW kVAR kVA kV

KSI

KIP

LUBRICANT

LEFT, LEVEL TRANSMITTER, LIGHT

LONG RADIUS

LONGITUDINAL

LUBRICATING OIL

LINTEL

LUMEN

LINEAR

LENGTH OR LONG

LINEAR FEET

POUNDS

LAVATORY

LATITUDE

LABORATORY

ANGLE (STRUCTRURAL SHAPE)

LUB

LONG

LNTL

LIN

LBS

LAV

LAT

LAB

METAL

MEAN SEA LEVEL

MECHANICALLY STABLILIZED EARTH

MOTOR

MARK

MINIMUM

MANHOLE

MANAGEMENT

MOTOR GENERATOR

MANUFACTURER

MANUFACTURING

MECHANICAL

MOTOR CONTROL CENTER

MACHINE BOLT

MAXIMUM

MATERIAL

MAINTENANCE

MACHINE

MIXED AIR

MTL

MSL

MSE

MOT

MIN

MGT

MFR

MFG

MECH

MCC

MAX

MATL

MAINT

MACH

OUT TO OUT

OPERATIONS

OPPOSITE

OPENING

OBSCURE GLASS

OFFICE

OUTSIDE FACE

OUTSIDE DIAMETER

ON CENTER EACH WAY

ON CENTER

OVER ALL LENGTH

O/O, O TO O

OPS

OPP

OPNG

OGL

OFF

OCEW

OAL

PROJECT

PROCESSING

PREFINISH

PREFABRICATE

PAIR

PARTS PER MILLION

PORCELAIN

POLISHED

PANEL

PILING

POUNDS PER LINEAR FOOT

PROGRAMMABLE LOGICAL CONTROLLER

INDICATOR

POINT OF INTERSECTION, PRESSURE

PHASE

PETROLEUM

POLYETHYLENE

PERFORATED

PRODUCT DELIVERY TEAM

POUNDS PER CUBIC FOOT

PERSONAL COMPUTER, POINT OF CURVE

PROJ

PROC

PREFIN

PREFAB

PPM

PORC

POL

PNL

PLG

PLF

PLC

PETRO

PERF

PDT

PCF

POWER

POINT OF VERTICAL INTERSECTION

POLYVINYL CHLORIDE (PLASTIC)

PUSH TO TEST

POLYTETRAFLOURIDETHYLENE (TEFLON)

PRESSURE TRANSMITTER

POTENTIAL (VOLTAGE) TRANSFORMER,

POINT, POINT OF TANGENCY,

PRE-SORT SUPPLY

POST SORT POOL DRAIN

POUNDS per SQUARE INCH

POUNDS per SQUARE FOOT

PWR

PVI

PVC

PTT

PTFE

PSS

PSPD

PSI

PSF

RIGID GALVANIZED STEEL CONDUIT

ROUGH

ROOFING

REVISION

REQUIRED

REINFORCE OR REINFORCEMENT

REFERENCE

RECTANGLE, RECTIFIER

RECREATION

RIDGE

ROAD, ROOF DRAIN

RECEIVER

REINFORCED CONCRETE PIPE

REMOTE CONTROL

RADIUS, RANGE, RISER

RGSC

RGH

RFG

REV

REQD

REINF

REG

REF

RECT

RECR

RDGE

RCVR

RCP

RIGHT

REVOLUTIONS PER MINUTE

REGULATED OUTLET, ROUGH OPENING

ROUND

ROOM

ROUND HEAD

RELATIVE HUMIDITY, RIGHT HAND,

RPM

RND

SEQUENCE

SECTION

STEEL DECK INSTITUTE

SMOKE DETECTOR

SCHEDULE

DATA ACQUISITION

SUPERVISORY CONTROL AND

SPLASH BLOCK

SOUTH

SEQ

SECT

SDI

SCHED

SCADA

SYMMETRICAL

SYMBOL

SWITCHBOARD

SWITCH

SUSPEND

SUBFLOOR

STAIRWAY

STRUCTURAL

STRINGER

STORAGE

STEEL

STIRRUP

STANDARD

STAGGER SPLICE

STATION

STAINLESS STEEL

SANITARY SEWER CONTROL PANEL

SQUARE

SPEAKER

SPECIFICATION

SPECIAL

SOLENOID

SERIAL NUMBER, SOLID NEUTRAL

STEEL JOIST INSTITUTE

SIMILAR

SHEATHING

SHEET

SQUARE FOOT (FEET), SUPPLY FAN

SYMM

SYM

SWBD

SUSP

SUB FL

STWY

STRUCT

STR

STOR

STL

STIR

STD

STAG SPL

STA

SST

SSCP

SPKR

SPEC

SPCL

SOL

S/N

SJI

SIM

SHTHG

SHT

TYPICAL

THERMOSTAT

TUBULAR STEEL (OBSOLETE;SEE HSS)

TOP OF WALL

TOP OF SLAB

TOPOGRAPHY

TOP OF FOOTING

TOP OF CONCRETE

TOP OF

THICK, THICKNESS

TOP FACE

TERMINAL

TEMPERATURE

TELEPHONE

TECHNICAL

TOP ELEVATION

TO BE DETERMINED

TOP AND BOTTOM

TANGENT

TREAD

TYP

TSTAT

TOW

TOS

TOPO

TOF

TOC

THK

TERM

TEMP

TEL

TECH

TBD

T & B

TAN

VOLTAGE REGULATOR

VERTICAL POINT OF TANGENCY

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF CURVATURE

VOLUME

VOLTMETER

VARIABLE FREQUENCY DRIVE

VESTIBULE

VERTICAL

VENTILATION, VENTILATOR

VINYL COMPOSTION TILE

VERTICAL CURVE

VERTICAL BARRIER SCREEN

VERTICAL, VOLT

VPT

VPI

VPC

VOL

VFD

VEST

VERT

VENT

VCT

VBS

WOVEN WIRE MESH

WELDED WIRE FABRIC

WATERTIGHT, WEIGHT

WEIGHT/TENSION SWITCH

WORK POINT

WATERLINE

WROUGHT IRON

WATTHOUR METER

WALL HYDRANT

WIDE FLANGE

WINDOW

WATER CLOSET

WET BULB

WITHOUT

WITH

WATT, WEST, WIRE

WWM

WWF

WHM

WDW

W/O

- C - (cont)

AWS

AWG

AVG

AUX

AUTO

ATS

ATC

ASTM

ASPH

ASME

ARCH

APPROX

ARV

ANSI

AMP

ALUM

ALT

ALM

AIR

AISC

AIC

AHU

AHR

AGGR

AFCI

ACST

ACSR

ACS PNL

ACS DR

ACI

ANGLE (STRUCTURAL SHAPE)

ATTRACTION WATER SUPPLY

AMERICAN WELDING SOCIETY,

AMERICAN WIRE GAUGE

AVERAGE

AUXILIARY

AUTOMATIC

AUTOMATIC TRANSFER SWITCH

ACOUSTICAL TILE CEILING

AMPERE TRIP

AND MATERIALS

AMERICAN SOCIETY FOR TESTING

ASPHALT

ENGINEERS

AMERICAN SOCIETY OF MECHANICAL

ARCHITECTURAL

APPROXIMATE

AIR RELEASE VALVE

ANALOG OUTPUT

INSTITUTE

AMERICAN NATIONAL STANDARDS

AMPERE

ALUMINUM

ALTERNATE

ALARM

AMPERE INTERRUPTING RATING

CONSTRUCTION

AMERICAN INSTITUTE of STEEL

AMPERE INTERRUPTING CAPACITY

ANALOG INPUT, ASPHALT INSTITUTE

AIR HANDLING UNIT

ANCHOR

AMPERE HOUR, ANNUCIATOR HORN

AGGREGATE

ARC FAULT CIRCUIT INTERRUPTOR

AREA DRAIN

ACOUSTIC

ALUMINUM CABLE - STEEL REINFORCED

ACCESS PANEL

ACCESS DOOR

AMERICAN CONCRETE INSTITUTE

ASPHALT CONCRETE

ALTERNATING CURRENT

ANCHOR BOLT

AMMETER

BTUH

BTU

B/B

BRKT

BRG

BRDG

BRCG

BPRF

BOT F

BOT

BMP

BLKT INSUL

BLDG

BITUM

BHN

BDRY

BCG

BOTTOM OF WALL

BRITISH THERMAL UNIT PER HOUR

BRITISH THERMAL UNIT

BACK TO BACK

BRACKET

BEARING

BRIDGING

BRACING

BULLETPROOF (BULLET-RESISTANT)

BOTTOM FACE

BOTTOM

BEST MANAGEMENT PRACTICE

BEAM, BENCH MARK

BLANKET INSULATION

BUILDING

BASE LINE, BOTTOM LAYER

BRAKE

BITUMINOUS

BRINELL HARDNESS NUMBER

BACK GOUGE

BOTH FACES, BOTTOM FACE

BOUNDARY

BOARD

BARE COPPER GROUND

BOLT CIRCLE, BOOKCASE

UTP

UTIL

U/S

UPS

UNO

UGND

UNTWISTED PAIR

UTILITY

ULTRASONIC TESTING

UPSTREAM

UNINTERRUPTIBLE POWER SYSTEM

UNLESS NOTED OTHERWISE

UNDERWRITERS LABORATORIES

UNIT HEATER

UNDERGROUND

R M

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P S

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DRAWING PLOT SIZE: $BORDER$

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R of Engineers

US Army Corps

A T

BORDER VERSION UPDATE [08-2013]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

SHEET OF

SYMBOL

IDENTIFICATION

DETAIL

APPEARS *

WHICH DETAIL

SHEET NUMBER ON

IT WAS TAKEN

THE SAME SHEET AS

DETAIL APPEARS ON

CHARACTER IS USED,

* WHEN A DASH, "-",

1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

WAS TAKEN *

WHERE DETAIL

SHEET NUMBER

WAS TAKEN *

NUMBER WHERE SECTION

SHEET IDENTIFICATION

APPEARS *

ON WHICH SECTION

SHEET IDENTIFICATION

SYMBOL

IDENTIFICATION

SECTION

WAS TAKEN

THE SAME SHEET AS IT

SECTION APPEARS ON

CHARACTER IS USED,

* WHEN A DASH, "-",

2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

FOR DETAILS

NUMERIC VALUE

FOR SECTIONS

ALPHA VALUE

GENERAL NOTES:LEGEND:

FLF1.101zzzzzzzzzzz_G-3DXXXX.DGN

5. MODEL FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

(11) CHARCTERS MAX. OMIT IF NOT USED

MODEL DESCRIPTION (USER DEFINED)

(ASSIGNED BY CADD MANAGEMENT)

SERIES CODE

(F = FISH PASSAGE)

MAJOR PROJECT FEATURE

(FL = FALL CREEK)

PROJECT CODE

UNDERSCORE SYMBOL, "_"

DISCIPLINE (SEE LEGEND NOTE 7)

DASH SEPARATOR, "-" (REQUIRED)

MODEL FILE TYPE (3D OR 2D)

USE "X" FOR UNUSED SPACES)

USER DEFINED(4 CHARACTERS ONLY;

FILE EXTENSION

SA302

3. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

TYPE DESIGNATOR (SEE NOTE 6)

SEQUENCE NUMBER (00 THRU 99)

(SEE NOTES 8 THRU 11)

AREA FEATURE

DISCIPLINE (SEE NOTE 7)

FLF1.101_G-102XXX.DGN

UNDERSCORE SYMBOL, "_"

(ASSIGNED BY CADD MANAGEMENT)

SERIES CODE

(F = FISH PASSAGE)

MAJOR PROJECT FEATURE

(FL = FALL CREEK)

PROJECT CODE

4. SHEET FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

DISCIPLINE (SEE NOTE 7)

AREA FEATURE (SEE NOTES 8 THRU 11)

SHEET TYPE (SEE NOTE 6)

SEQUENCE NUMBER (00 THRU 99)

USE "X" FOR UNUSED SPACES)

USER DEFINED(3 CHARACTERS ONLY;

FILE EXTENSION

ABBREVIATIONS AND NOTES

3. SEE SHEET E-001 FOR ELECTRICAL LEGEND, AND

LEGEND

2. SEE SHEET M-001 FOR MECHANICAL GENERAL NOTES AND

1. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

X-1##

" = 1'-0"8

3SCALE:

SECTION

X-3##

X-5##

SCALE: NONE

DETAIL

X-5##

050' 50'

SCALE: 1"= 50'

OPERATIONS DURING CONTRUCTION.

AREAS AND EXISTING FISH FACILITY

ALLOW ACCESS TO USACE STORAGE

:NOTE

DISTRICT BOUNDARY MAP

LOCAL VICINITY MAP

PROJECT PHOTO

DRAWING PLOT SIZE: ANSI F

S O

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C K

D B

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D B

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B M

T E

D B

P L

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IDENTIFICATION

SHEET

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [08-2013]

G-101SHEET NAME:g2ecdrad Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 6/16/2022 12:17:40 PM

SHEET OF

A R

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P S O

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G -0

X X

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A N

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G-004

SCALE: 1" = 50'

PROJECT SITE MAP

PROJECT LOCATION

T T

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O N P .E

G E

C D

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T A

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C .R

M A

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IDENTIFICATION

SHEET

S C

N M

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K D

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E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [08-2013]

D E

N F

G-901SHEET NAME:g2ecdrad UserBY USERNAME:DATE AND TIME PLOTTED: 6/16/2022 11:30:10 AM

C U

D .1

-9 X

X X

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(EXISTING)

GATE NO. 1

RIGHT ABUTMENT

LEFT ABUTMENT

(PROPOSED REHABILITATION)

GATE NO. 2

A D

V E

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G A

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H A

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S-901

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H A

N I

NTS

PROJECT ISOMETRIC

E 101439.00

N 98404.79

STA L 21+07.00

STA. SD 8+52.55

NOTES 2 AND 3

TO BE REMOVED, SEE

MACHINERY PLATFORM

BAY 2 SIDE OF PIER

NOTES 2 AND 3

TO BE REMOVED, SEE

MACHINERY PLATFORM

LEFT ABUTMENT

STRUCTURE

EXISTING COVER

12"0 5' 10'

"= 1'-0"16

3SCALE:

40'-0"9'-0"40'-0"

3'-0" PARAPET WALL ACCESS IMPROVEMENT, SEE NOTE 6

DRAWING PLOT SIZE: ANSI F

S O

A T

N N

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D E

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D B

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IDENTIFICATION

SHEET

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [08-2013]

Sheet NameSHEET NAME:g2ecdrad Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 6/16/2022 12:39:01 PM

A R

M Y C

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L E

F T A

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E N

(MACHINERY NOT SHOWN FOR CLARITY)

TAINTER GATE #1

M A

T T

H E

W D

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N S

O N P

A N

S I F

B E

E M

D E

M O

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L A

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R U

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U R

A L

SD101

F L

O W

SPILLWAY BRIDGECL

LEGEND:

DEMOLITION

C U

D .1

X X

X .d g n

ALL SAW CUT EDGES. SEE SPECIFICATION SECTION 32 32 13.00 25 FOR CHAIN LINK IMPROVEMENTS.

6. SAW CUT PARAPET WALL TO CURB LEVEL TO ACCOMMODATE CHAIN LINK GATE IMPROVEMENT. GRIND SMOOTH

TO BE COVERED WITH GRATING UNDER THE BASE CONTRACT.

5. ELECTRICAL CONDUIT MODIFICATIONS WILL BE PERFORMED ON ALL PLATFORMS. CONDUIT IN ALL LOCATIONS

4. REFRAIN FROM DAMAGING OR BENDING EXISTING ANCHOR RODS.

3. REPAIR ALL DAMAGED PIERS AND REPLACE GROUT PAD WITH NON-SHRINK GROUT TO AN ELEVATION OF 1706.25 FT.

2. DEMO ALL OUTLINED PLATFORMS, CONCRETE FILL, AND GROUT PADS TO AN ELEVATION OF 1706.00 FT.

1. SEE SHEET MD101 FOR EXISTING EQUIPMENT DEMOLITION DETAILS.

NOTES:

T A

T E

R G

A T

E R

E H

A B

A T

TAINTER GATE #2 (TO BE REHABILITATED)

M A

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A N I

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V E

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E W

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

SPILLWAY DAM - PLAN

GUIDE SHOE

ALL GIRDER AND DIAPHRAGM BRACING

STRUT ARM ASSEMBLY

TRUNNION HUB AND BASE

12"0 5' 10'

"= 1'-0"16

3SCALE:

12" 0

"= 1'-0"2

1SCALE:

1' 2' 3' 4' "= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

SPECIFICATION 09 97 02 00 25.

SMOOTH AND PAINT PER

ASSEMBLY, GRIND SKIN PLATE

REMOVE EXISTING ANCHOR

FOR DETAILS SEE NOTE 5

FORCEMENT, SEE SHEET S-504

TO ACCEPT NEW GIRDER REIN-

(COMPLETE WIDTH) AS SHOWN

DEMO EXISTING GIRDER FLANGE

(BOLTED TO GIRDER), TYP 6 PLACES

REMOVE EXISTING GUIDE SHOES

DRAWING PLOT SIZE: ANSI F

S O

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D B

D E

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D B

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S U

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T E

D B

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IDENTIFICATION

SHEET

1 2 3 4 5 6

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E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [08-2013]

Sheet NameSHEET NAME:g2ecdrad Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 6/16/2022 12:59:27 PM

A R

M Y C

O R

P S O

F E

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CL TAINTER GATE

5. PROTECT GIRDER WEBS AND WEB STIFFENERS FROM DAMAGE DURING DEMOLITION.

4. SUBMIT ON THE CONTROL DIMENSIONS DRAWING ALL FIELD MEASUREMENTS PRIOR TO ANY STEEL REMOVAL.

PARTICLE TEST ALL AREAS WHERE EXISTING MEMBERS HAVE BEEN REMOVED AND SUBMIT RESULTS.

3. ALL CUTS SHALL BE MADE A MINIMUM 3/16" SHORT AND THEN GROUND FLUSH AND SMOOTH. MAGNETIC

2. ALL THERMAL CUTS ARE TO BE PERFORMED IN ACCORDANCE WITH AWS D1.5.

1. ALL TAINTER GATE DEMOLITION SYMMETRICAL ABOUT CENTERLINE.

NOTES:

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H A

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SD102

T A

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PERFORMED UNDER THIS CONTRACT.

STRUCTURAL DEMOLITION WORK TO BE

T A

T E

R G

A T

E R

E H

A B

A T

TAINTER GATECL

M A

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A N I

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A N I

G E

C D

R A

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

TOP VIEW

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

SIDE ELEVATION

SCALE: NTS

ISOMETRIC

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

DOWNSTREAM ELEVATION

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

TYPICAL GIRDER DETAILS

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

LIFTING CABLE ANCHOR DETAILS

E 101439.00

N 98404.79

STA L 21+07.00

STA. SD 8+52.55

SEE NOTE 1.8

NEW COVER STRUCTURE

STRUCTURE

EXISTING COVER

SEE NOTE 1.8

NEW COVER STRUCTURE

STRUCTURE

EXISTING COVER

5' 0 5' 10'

"= 1'-0"8

1SCALE:

26'-0" ROADWAY

NEW MACHINERY PLATFORM

40'-0"9'-0"40'-0"

DRAWING PLOT SIZE: ANSI F

S O

A T

N N

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D W

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C K

D B

D E

N E

D B

D A

T E

E N

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B E

S U

B M

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D B

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O T S

C A

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IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

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N M

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K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [08-2013]

Sheet NameSHEET NAME:g2ecdrad Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 6/16/2022 2:31:10 PM

A R

M Y C

O R

P S O

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P O

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L W

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A R D

D R

E S

E R

V O

SPILLWAY BRIDGE

EL 1656.75

TOP OF CREST

C R

E S

T O

F D

A M

EL 1670.00

TRUNNION

EL 1629.00

EL 1706.00

M A

T T

H E

W D

H A

N S

O N P

A N

S I F

G E

C D

R A

G E

N E

R A

L A

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M E

N T

G E

N E

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E S A

N D

S T

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C T

U R

A L

S-001

C U

D .1

S -0

X X

X .d g n

GATE 2 (TO BE REHABILITATED)GATE 1

F L

O W

(MACHINERY NOT SHOWN FOR CLARITY)

C L

(MACHINERY NOT SHOWN FOR CLARITY)

FLOW

GATE 1

GATE 2

H T A

B U

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F T A

B U

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A T

STORAGE LOADS AND MOBILE CRANE LOADS.

2.2 SEE SPECIFICATION 01 10 10.00 25 FOR BRIDGE DECK LOADING REQUIREMENTS AND SUBMITTALS. THIS INCLUDES

2.1 SEE INFORMATIONAL DRAWING CUD-2-7 FOR LOADING ANALYSIS.

2.0 BRIDGE LOADINGS

QUALIFYING WPS' MUST REFERENCE THE CORRECT MATERIAL.

IS QQ-S-741 TYPE II WITH A YIELD STRENGTH OF 32 KSI. SKIN PLATE IS LOW ALLOY A242 42 KSI YEILD STREGNTH.

1.10 THE CONTRACTOR MUST PROVIDE PQR'S AND WPS' IN ACCORDANCE WITH THE EXISTING STEEL. EXISITNG GATE MATERIAL

1.9 ALL ELEVATIONS GIVEN ARE IN NGVD29.

STRUCTURAL PLAN FOR GOVERNMENT APPROVAL PRIOR TO PROCURING.

PROCURE AND CONSTRUCT NEW COVER STRUCTURE TO MATCH THE EXISTING COVER STRUCTURE AND SUBMIT THE

AVOID INTERFERENCE WITH THE GATE, BARB WIRE SUPPORT, AND EXISTING COVER STRUCTURE. CONTRACTOR SHALL

1.8 SEE SPECIFICATION 13 34 19.00 25 METAL BUILDING SYSTEMS. ADJUST THE COVER STRUCTURE FRAMING AND ROOF TO

AND INSTALLATION.

THE GUARDRAIL AND ANCHORAGE PER EM 385-1-1 AND SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION

1.7 ADD GUARDRAIL AT CENTER PIER TO RESTRICT ACCESS DOWNSTREAM OF TRUNNION GIRDER. CONTRACTOR TO PROVIDE

REINFORCING FILLET WELD SIZE PER AWS D1.5.

1.6 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS, OR THE REQUIRED

1.5 WELD ACCESS HOLES ARE 2" R AND GROUND SMOOTH UNLESS OTHERWISE NOTED.

FOR GOVERNMENT APPROVAL.

WELD IS LOCATED ON. THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED

CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN LIST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE

SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL. ALL MISSING WELDS ADDED BY THE

1.4 ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS, AND

OF SHEARING, FLAME CUTTING OR MACHINING. SHEARED PLATES GREATER THAN 5/8" ARE NOT ALLOWED.

1.3 ALL SHARP EDGES SHALL BE BROKEN TO A 1/16” RADIUS UNO. A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT

SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL.

FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS

1.2 ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS. THE CONTRACTOR SHALL

CATEGORY WITH FRACTURE CRITICAL ENDORSEMENTS. REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION.

1.1 SHOP FABRICATOR SHALL BE AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEDIATE (IBR) OR ADVANCED (ABR)

1.0 STRUCTURAL STEEL

STRUCTURAL GENERAL NOTES:

C .R

M A

N L E

Y M

R O

S H

A N I

LEGEND:

UNDER THIS CONTRACT.

STRUCTURAL REHABILITATION WORK TO BE PERFORMED

SCALE: 1/8" = 1'-0"

SPILLWAY DAM - PLAN

SCALE: 1/8" = 1'-0"

SECTION

SCALE: NTS

SPILLWAY DAM - ISOMETRIC

NEW TRUNNION BASE (FCM), SEE SHEET S-506

NEW TRUNNION HUB (FCM), SEE SHEET S-505

NEW STRUT ARM ASSEMBLIES (FCM), SEE SHEET S-504

NEW GIRDER FLANGE SECTION, SEE SHEET S-504

NEW GIRDER BRACING, SEE SHEET S-502

NEW LOWER RIB STIFFENER, SEE SHEET S-503

NEW LIFTING ANCHOR STIFFENER, SEE SHEET S-502

POINT B

NEW INTERMEDIATE RIB STIFFENER, SEE SHEET S-503

POINT A

NEW GUIDE ROLLER ASSEMBLY (3 PER SIDE), SEE SHEET MG505

POINT D

FOR POINTS A THRU D

POINT ON FLANGE, TYPICAL

POINT C, TOP OUTERMOST

SEE SHEET MG506

NEW WEARING PLATE,

SEE SHEET MG503

NEW LIFTING CABLE ANCHOR,

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'5' 0 5' 10'

"= 1'-0"8

1SCALE:

DRAWING PLOT SIZE: ANSI F

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

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D E

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [08-2013]

Sheet NameSHEET NAME:g2ecdrad Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 6/16/2022 12:55:06 PM

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

L W

D .1

S -5

X X

X .d g n

A D

V E

R T

C O

U G

A R D

D R

E S

E R

V O

M A

T T

H E

W D

H A

N S

O N P

A N

S I F

B E

E M

M E

T R

W F

A B

A T

N N

O T

E S A

N D D

E S

N D

A T

G A

T E M

O D

A T

N S

S-501

*ALL GATE REPAIRS SYMMETRICAL ABOUT CENTERLINE

T A

T E

R G

A T

E R

E H

A B

A T

SIDE SEAL FRICTION COEFFICIENT, mu=0.5

TRUNNION FRICTION COEFFICIENT, mu=0.3

RELIABILITY FACTOR ALPHA = 0.85

EQ PGA = 0.049 % GRAVITY FOR 144 YR RETURN PERIOD

WAVE = 2' OF ADDITIONAL HEAD

WIND = 40 PSF

I = 1.0 KLF

Q3 = 200 KIPS TOTAL OR 100 KIPS PER SIDE

Q1 = Q2 = 0

H3 = EL 1699'

H2 = EL 1690'

H1 = EL 1690'

2.2 THE DESIGN RETROFIT OF THESE TAINTER GATES IS ETL 1110-2-584 WITH THE FOLLOWING LOAD CRITERIA:

2.1 THE ESTIMATED DRY WEIGHT OF THE TAINTER GATE IS 144,700 LBS.

2.0 TAINTER GATE DESIGN DATA

DIRECTION FROM THE CONTRACTOR PERFORMED CONTROL DIMENSION SURVEY PER SPECIFICATION 05 59 13.00 25.

1.8 MAXIMUM TOLERANCE AFTER REPAIR FOR POINTS A,B,C, AND D SHALL BE ±1/8" IN THE UPSTREAM/DOWNSTREAM

1.7 REPLACE GATE SEALS AND HARDWARE PER SPECIFICATION 05 59 13.00 25.

1.6 NO WELDING SHALL BE PERFORMED WHILE HYDROSTATIC FORCE IS PRESENT ON THE SKIN PLATE.

WILL BE REQUIRED TO PROVIDE PQR'S AND WPS'S FOR WELDING TO THESE STEELS.

STRENGTH OF 32 KSI. SKIN PLATE STEEL IS ASTM DESIGNATED A242 WITH A YIELD STRENGTH OF 50 KSI. CONTRACTOR

1.5 ALL EXISTING FRAME ARMS, HORIZONTAL GIRDERS, AND SKIN PLATE RIBS ARE ASTM DESIGNATED A373 WITH A YIELD

1.4 WELD ACCESS HOLES ARE 2" R AND GROUND SMOOTH UNLESS OTHERWISE NOTED.

GATE SHALL BE PAINTED WITH SYSTEM 3-A-Z.

SKIN PLATE SHALL BE PAINTED WITH SYSTEM 5-E-Z. ALL COMPONENTS ON THE DOWNSTREAM SIDE OF THE TAINTER

1.3 PAINTING FOR TAINTER GATES SHALL CONFORM TO ALL REQUIREMENTS STATED IN 09 97 02.00 25. UPSTREAM SIDE OF

1.2 TRUNNION HUBS SHALL BE ASTM A668 CLASS F GRADE X1. FOR ALL REQUIREMENTS SEE SPECIFICATION 05 59 13.00 25.

ASTM A709 F2 GRD 50. FOR ALL REQUIREMENTS SEE SPECIFICATION 05 59 13.00 25.

1.1 UNLESS OTHERWISE NOTED ALL STRUCTURAL STEEL USED IN FABRICATION OF THESE TAINTER GATES SHALL BE

1.0 STRUCTURAL STEEL

NOTES:

M A

N L E

Y M .R

R O

S H

A N I

SCALE: 1/8" = 1'-0"

UPSTREAM VIEW

SCALE: 3/8" = 1'-0"

ISOMETRIC VIEW

SEE SHEET MG506

NEW WEARING PLATE,

SEE SHEET MG505

GUIDE ROLLERS,

"4 13'-44'-10"2'-11"2'-11"5'-10"5'-10"2'-11"2'-11"4'-10""4

13'-4

'-7

'-0

12"0 5' 10'

"= 1'-0"16

3SCALE: "= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

S-504 FOR CONNECTION DETAILS

STRUT ARM ASSEMBLY, SEE SHEET

"16

3/8

TYP

3/8

CJP

1/4

5/16

TYP

5/16

TYP

1/4

TYP

1/4

TYP

CJP

1/4

TYP

CJP

BOTH SIDES

" STIFFENER,8

SEE SHEET S-503

LOWER RIB STIFFENER,

" STIFFENER PL, TYP8

EXISTING WT RIB

" PL2

"x4" PL, TYP4

SEE SHEET MG503

LIFTING CABLE ANCHOR,

SKIN PLATE

EXISTING

HOLE, TYP

R2" WELD ACCESS

EXISTING WF GIRDER

SEE SHEET S-503

UPPER RIB STIFFENER,

WT6x17.5

EXISTING WF GIRDER

WT6x17.5

EXISTING WF GIRDER

WT6x17.5

EXISTING WF GIRDER

SEE SHEET S-503

INTERMEDIATE RIB STIFFENER,

SEE SHEET MG503

LIFTING CABLE ANCHOR,

WT6x17.5

EXISTING WT RIB

" STIFFENER PL, TYP8

EXISTING WT RIB

WT6x17.5

SKIN PLATE

EXISTING

WT6x17.5

EXISTING WT RIB

SEE SHEET MG503

NEW LIFTING CABLE ANCHOR,

DRAWING PLOT SIZE: ANSI F

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [08-2013]

Sheet NameSHEET NAME:g2ecdrad Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 6/16/2022 1:08:54 PM

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SUBMIT FOR GOVERNMENT APPROVAL.

ANCHORS AS NEEDED DUE TO BOTTOM SEAL BOLT INTERFERENCE.

2. ADJUST 3/4" X 4" VERTICAL STIFFENER LOCATION FOR LIFTING CABLE

1. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

NOTES:

C L

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C L C L C L C L C L C L C L C L

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BISECTING LINE

D .1

S -5

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C .R

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A N I

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

DOWNSTREAM ELEVATION

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

SIDE ELEVATION

SCALE: 3/8" = 1'-0"

SECTION

SCALE: 3/8" = 1'-0"

SECTION

SCALE: 3/8" = 1'-0"

SECTION

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

DETAIL - TYPICAL

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

SECTION

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

DETAIL - TYPICAL

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

DETAIL

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

SECTION

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

UPSTREAM ELEVATION

DRAWING PLOT SIZE: $BORDER$

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R of Engineers

US Army Corps

D A

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BORDER VERSION UPDATE [08-2013]

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$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

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1. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

NOTES:

"4 343'- R "32

272'-

"16 1139'-7 R

2"R

"32

191'-

1/4

"4 343'- R

1/4 4

"16

"8 55 "2

12'-9

"2 13'- 2"

"16 53'-5

" PL 2

PL 1" x 6" x 6" LONG

PL 1" x 6"

1/4

2"R, TYP

PL 1" x 6"

" PL 2

2"3" 3'-0"

3'-5"

"8 32'-10"8

1/4

" PL 2

2"R, TYP

PL 1" x 6"

PL 1" x 6" x 6" LONG

"4 343'- R

T A

T E

R G

A T

H A

A T

"= 1'-0"2

1SCALE: 1

12" 9" 6" 3" 0 1'

M A

N L E

Y M

R O

S H

A N I

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

INTERMEDIATE RIB STIFFENER

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

UPPER RIB STIFFENER

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

LOWER RIB STIFFENER

"= 1'-0"2

1SCALE: 1

12" 9" 6" 3" 0 1'

BISECTING PLANE

"16

40'-5

12'-0"

"16

15'-11

3'-2"

°2 '2

90°

20°20'

15°30'

4'-0"

2'-0"2'-0"

TYP

CJP

UPPER GIRDER = 16", MIDDLE AND LOWER GIRDER = 18"

C L

" TYP2

1R1

W14x30 BRACING

STRUT

TYP

CJP

5/16

TYP

12"

SCALE: 1"= 1'-0"

6" 0 1' 12" 0

"= 1'-0"2

1SCALE:

1' 2' 3' 4'

DRAWING PLOT SIZE: ANSI F

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IDENTIFICATION

SHEET

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [08-2013]

Sheet NameSHEET NAME:g2ecdrad Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 6/16/2022 1:19:04 PM

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S-504

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T A

R M A

S S

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B L

W X

W 14X

W14X132

W14X176

W14X

CJP, TYP ALL DIAGONAL CONNECTIONS

SEE NOTE 2

CJP, TYP

TO ENSURE PROPER FIT-UP FOR WELD, TYP

*MACHINE INTERFACE SURFACES AS NECESSARY

SEE SHEET S-505

TRUNNION HUB,

SEE NOTE 8

MIDDLE STRUT ARMS,

TYP FOR UPPER AND

9. ENLARGE EXISTING DRAIN HOLES ON GIRDERS TO 1 1/2"

FROM LOW POINT END.

WITH (2) 1 1/2" ACCESS HOLES.

7. INTERSECTING WELDS AT STRUT ARM TO TRUNNION SHALL BE DRILLED OUT

6. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.

5. FIELD VERIFY ALL DIMENSIONS.

4. WRAP ALL WELDS UNLESS OTHERWISE NOTED.

3. ALL DIMENSIONS ARE WORKPOINT TO WORKPOINT CENTERLINES.

2. PROVIDE THE LARGEST REINFORCING FILLET WELD POSSIBLE UP TO 5/16".

1. FABRICATE IN ACCORDANCE WITH AWS D1.5.

NOTES:

HOLES, TYP

R2" WELD ACCESS

SEE NOTE 2

CJP TYP

CL TRUNNION

C L P

SEE NOTE 8

LOWER STRUT ARMS,

TYP FOR MIDDLE AND

STRUT ARM (FCM), TYP

FLANGE THICKNESS

MATCH EXISTING

WELDS ARE FRACTURE CRITICAL

PLATE AND ITS ASSOCIATED

NOTE: FLANGE REINFORCING

SEE NOTE 2

GOUGE TYP

CJP BACK-

NEW REINFORCING PLATE

MT + UT

2.5

EXISTING GIRDER, TYP

1/2

TYP

1/2

TYP

ACCESS HOLES SMOOTH

R2" TYP, GRIND ALL WELD

RT + UT

2.5

REALIGN STIFFENERS WITH STRUT ARMS

C .R

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Y M

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A N I

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

ELEVATION STRUT ARM ASSMEBLY (FRACTURE CRITICAL)

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

SECTION

SCALE: 1" = 1'-0"

DETAIL

SCALE: 1" = 1'-0"

SECTION

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

TYPICAL BRACING TO GIRDER CONNECTION

2'-3"

"4 31'-10

N O

M S

E E N

O T

E O

N S

H E

E T M

R16"

R72"

MT ENTIRE AREA AFTER GRINDING.

GRIND SMOOTH TO SHOW RADIUS,

FACILITATE FABRICATION OF RADII.

UTILIZE WELD RUN-OFF TABS TO

STAINLESS STEEL HUB RING

HOLES, TYP

R2" WELD ACCESS

4 AND 5

SEE NOTES

CJP, TYP

ARM AXIS

PRIME WP

.005 A

-0 .0

'-3

1/2

4 AND 5

SEE NOTES

CJP, TYP

TYP

WP,

SCALE: 3"= 1'-0"

0 3" 6" 12"

°3 '6

38"

°2

°3

DRAWING PLOT SIZE: ANSI F

S O

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [08-2013]

Sheet NameSHEET NAME:g2ecdrad Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 6/16/2022 1:22:25 PM

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S-505

D E

T A

T E

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A T

H A

A T

(MILL TO BEAR)

ACHIEVE BEARING

AND PIPE TO

BETWEEN HUB RING

SURFACE FINISH

T R

U N

N H

U B

THE GOVERNMENT FOR APPROVAL.

SHOP DRAWINGS DETAILING THESE CHANGES MUST BE SUBMITTED TO

PREVENT DAMAGE TO THE SELF-LUBRICATION THRUST WASHER.

WASHER RUNNING SURFACE MUST BE BROKEN OR ROUNDED TO

SURFACE. EDGES AND CORNERS ON THE STAINLESS STEEL THRUST

" BELOW THE THRUST WASHER RUNNING8

1" - 16

1 A MINIMUM OF

COUNTERSUNK SUCH THAT THE FLAT HEAD MOUNTING BOLTS ARE

STAINLESS STEEL MOUNTING BOLTS. THE BOLT HOLES MUST BE

SCREWS ON A 22.75" BOLT CIRCLE) AND MUST BE MOUNTED WITH

" - 10 FLAT HEAD SOCKET4

3 LUBRICATED THRUST WASHER (12x

BE MOUNTED USING THE SAME BOLT PATTERN AS THE SELF-

11. THE STAINLESS STEEL THRUST WASHER RUNNING SURFACE MUST

BE PAINTED WITH THE FIRST COAT OF PRIMER PAINT.

THE STAINLESS STEEL TRUST WASHER RUNNING SURFACE MUST

10. THE END OF THE CARBON STEEL TRUNNION HUB ADJACENT TO

9. WHERE POSSIBLE PROVIDE 3/8" REINFORCING FILLET WELDS.

8. PERFORM STRESS RELIEF PRIOR TO MACHINING

7. UT THE TRUNNION HUB AFTER HEAT TREATMENT.

AWS D1.5 AND SPECIFICALLY CLAUSE 4.4.

6. ENTIRE TRUNNION HUB ASSEMBLY TO BE HEAT TREATED PER

HOLD DIMENSIONS AS SHOWN.

5. 2" PLATE MAY BE USED IN LIEU OF THE 1 7/8" PLATE. MAINTAIN

IS TO BE LEFT IN PLACE 100% MT REQUIRED.

1/4" ALL AROUND OR SEALED WITH APPROVED METHOD. IF BAR

ALL AROUND. FILLET WELDS JOINING BACKING BARS SHALL BE

BACKING, EXCEPT WHERE NOTED, PROVIDED THAT IT IS WELDED

ASSEMBLY WITH TESTED PQR's AND WPS's. REMOVE STEEL

BARS CAN BE USED TO FABRICATE THE TRUNNION HUB

POSSIBLE TO BACKGOUGE. CERAMIC OR STEEL BACKING

4. BACKING BARS MAY BE USED IN LOCATIONS WHERE IT IS NOT

SEE SPECIFICATION SECTION 05 59 13.00 25 FOR DETAILS.

3. TRUNNION HUB TO BE SEAMLESS CARBON STEEL MEMBER.

TYP 630, CONDITION H1100.

2. STAINLESS STEEL HUB RINGS TO BE ASTM A693, UNS S17400.

1. ALL MEMBERS ON THIS SHEET ARE FRACTURE CRITICAL.

M A

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SCALE: 3" = 1'-0"

SECTION

SCALE: 3" = 1'-0"

TRUNNION HUB (FRACTURE CRITICAL)

SCALE: NTS

ISOMETRIC VIEW

SCALE: 3" = 1'-0"

FRONT ELEVATION

SCALE: 3"= 1'-0"

0 3" 6" 12"

" TYP2

1WELD ACCESS HOLE, R1

.005

2'-11"

"8 12'-6

"4 32" +/- 0.0208

52'-"4

"2 11'-1 R

2'-9"

30° (4) BAR 1" x 1" x 3"

1-8 UNC - 2B

SEE NOTE 13

1-8 UNC - 2B

"8 5" x 3" x 244

1(4) BAR 1

"2 15 11" 11" "2

2'-9"

FROM SHADED AREA

" OF MATERIAL8

1MACHINE

3/8

ONLY

STIFFENER

BOTTOM

"8 5" x 242

1" x 44

1(2) BAR 1

.005 A

"2 11'-1 R

"8 52"8

TYP

.005 A

TYP4

" TYP2

1R1

2'-11"

5""8 31'-8"8

"8 15"4

11'-2"8 11'-1"2

"2 1511"11""2

R1" TYP

R12"

.005

1/4 TYP

3 SIDES

1/4 TYP

INSIDE EDGE ONLY

DRAWING PLOT SIZE: ANSI F

S O

A T

N N

E N

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D W

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C K

D B

D E

N E

D B

D A

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S U

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T E

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R A

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IDENTIFICATION

SHEET

1 2 3 4 5 6

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S C

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A R

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E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [08-2013]

Sheet NameSHEET NAME:g2ecdrad Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 6/16/2022 1:24:54 PM

A R

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D R

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A N

S I F

S-506

T A

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D E

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T R

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N B

C E

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R U

S T

, TYP 4 PLCS4

, TYP 12 PLCS ON2

22.5" BOLT CIRCLE

TRUNNION YOKE ANCHOR HOLES. ALLOW FOR THE EXPECTED ELASTIC MOVEMENT.

15. FABRICATE MINIMUM 1/4 INCH THICK A36 WASHERS AT APPROPRIATE DIMENSIONS FOR

FACE OF THE PLATE.

14. BOLT HOLES FOR THE THRUST WASHERS MUST BE DRILLED AND TAPPED FROM THE INSIDE

13. FILL VOIDS WITH NON SHRINK GROUT AFTER TRUNNION BASE PLACEMENT AND ANCHORAGE.

TEXTURE.

12. SHADED AREAS TO BE MACHINED. ALL SURFACES TO HAVE A 125 MICROINCH SURFACE

11. TRUNNION BASE IS DEFINED AS A GATE MEMBER AND SHALL BE TREATED THE SAME.

10. REMOVE AND REPLACE BRONZE BEARING PAD UNDER EXISTING BASE.

ALL FINAL DIMENSIONS TO BE INCLUDED IN AS-BUILT DRAWINGS.

9. MACHINED SURFACES TESTED FOR PARELLELISM AND ALIGNMENT WITH LINE BORING.

8. ALL SHARP EDGES TO HAVE A 1/16" RADIUS APPLIED.

7. ALL STEEL ON THIS SHEET TO BE ASTM A709 GR. 50 F2.

TO BE COMPLETED AFTER ONSITE FIT-UP AND SURVEYING OF BASES IN PLACE.

TWO (2) INCHES TO ALLOW MACHINING TO APPROPRIATE ELEVATION. FINAL MACHINING

6. DIMENSION SHOWN IS ASSUMED AFTER MACHINING. ACTUAL BASE PLATE DIMENSION IS

ALL WELDING IS COMPLETE, PRIOR TO ANY MACHINING, DRILLING, OR LINE BORING.

5. POST WELD HEAT TREATMENT PER AWS D1.5 REQ'D ON ENTIRE BASE ASSEMBLY AFTER

EXCEPT FOR THE 1 1/4" X 2 1/2" BOTTOM STIFFENER.

4. ALL STIFFENERS SHALL HAVE ONE AND A HALF (1 1/2") INCH RADIUS WELD ACCESS HOLES, BEARING.

3. WHERE WELDS INTERFERE WITH BOLTING, GRIND WELDS FLUSH TO ENSURE FULL BOLT

2. GRIND ALL GROOVE WELDS, ON THIS SHEET, FLUSH WITH ADJACENT BASE METAL.

ON THIS SHEET EXCEPT AS NOTED ON THE DRAWING. ALL WELDS ARE FRACTURE CRITICAL.

(MINIMUM THICKNESS 1/4 INCH, MAXIMUM THICKNESS 3/8 INCH) FOR ALL CONNECTIONS

1. ALL WELDS ARE CJP WELDS WITH FILLET REINFORCEMENT PER AWS D1.5 REQ'D.

CLBORE

M A

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A N I

A D

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R O

S H

A N I

G E

C D

R A

SCALE: 3" = 1'-0"

TRUNNION BASE

SCALE: 3" = 1'-0"

SIDE ELEVATION

SCALE: NTS

ISOMETRIC VIEW

SCALE: 3" = 1'-0"

SECTION

SCALE: 3" = 1'-0"

SECTION -

SCALE: 3" = 1'-0"

SECTION

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S I Z

S U

B M

E D

B Y

P L

O T

S C

A L

E P

L O

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A T

C O

N T

R A

C T

N O

IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [08-2013]

D E

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Sheet NameSHEET NAME:g2ecdrad UserBY USERNAME:DATE AND TIME PLOTTED: 6/16/2022 1:38:03 PM

R M

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A N

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A N

S I

S-507

T A

E R

G A

T E

E H

A B

A T

SCALE: 3"= 1'-0"

0 3" 6" 12"

T R

U N

N B

A S

G A

T E

M O

N S

T A

L L

A T

D E

T A

MENT PRIOR TO NEW BASE INSTALLATION.

NOTING FLATNESS AND OVERALL CONDITION IN AN RFI TO DETERMINE NECESSITY FOR REPLACE-

5. CONTRACTOR IN COORDINATION WITH THE COR SHALL INSPECT THE EXISTING BEARING BLOCKS

AND WASHERS. TWO (2) NUTS ARE REQUIRED AT EACH LOCATION.

4. CONTRACTOR SHALL INSTALL HIGH STRENGTH, STRUCTURAL BOLTS A449 WITH MATCHING NUTS

PER RCSC SPEC SECTION 4.1.

3. INSTALL NEW BOLTS 1" MINIMUM INTO THE BACK PLATE OF TRUNNION BASE. TO BE SNUG TIGHT

LOCATION BY SURVEY. THIS IS PART OF THE TRUNNION BASE REHAB PLAN IN SPEC 05 59 13.00 25.

SUBMIT PROCEDURE FOR HOW HE INTENDS TO INSTALL NEW TRUNNION BASE IN REQUIRED

A325T BOLTS ONCE TRUNNION BASE IS LOCATED IN FINAL POSITION. CONTRACTOR SHALL

12. DRILL AND TAP INTO BACK PLATE OF TRUNNION BASE EACH OF FOUR HOLES FOR Ø1

1. TRUNNION BASE SHIMS TO BE CAST-IN-PLACE SHIMS. SUBMIT FOR GOVERNMENT APPROVAL.

NOTES:

BEARING BLOCK

EXISTING THRUST

ARM

EXISTING ANCHOR

HUB

NEW TRUNNION

GATE AXIS

TRUNNION CENTERLINE

(SEE NOTE 5)

EXISTING TRUNNION BEARING

SEE NOTES 2 & 3

" BOLTS,8

CHOCKFAST GRAY CAST-IN-PLACE SHIM

EXISTING TRUNNION ANCHOR

CONCRETE PIER

SEE NOTE 4

SYM ABOUT

BASE

NEW TRUNNION

GATE AXIS

FACE OF CONCRETE PIER

EXISTING TRUNNION ANCHOR

BEARING BLOCK

EXISTING THRUST

YOKE

NEW TRUNNION

EXISTING TRUNNION BEARING

CONCRETE PIER

EXISTING TRUNNION ANCHOR

M A

N L

E Y

O S

H A

N I

A D

V E

R T

W N

R O

S H

A N

I G

C D

R A

SCALE: 1" = 1'-0"

BASE INSTALLATION DETAIL - PLAN VIEW

SCALE: NTS

TRUNNION BASE INSTALLATION - ISOMETRIC

"32

5 8

PRIOR TO FABRICATION AND INSTALLATION.

FABRICATION SHOP DRAWINGS FOR APPROVAL

PER EM-385-1-1. SUBMIT ALL RELATED

INSTALL NEW GUARDRAIL AND TOEBOARDS

CONTRACTOR TO PROCURE AND

SEE SHEET S-509

SERVICE PLATFORM

"8 14'-105'-1""32

72'-4

"32 1114'-1

HOLE

C6x13

AREA

CONTAINMENT

(TYP)

" STIFFENERS2

ABUTMENTS ONLY)

(FOR LEFT AND RIGHT

REMOVABLE HANDRAIL

NON-SHRINK GROUT.

BOTTOM. BACKFILL HOLE WITH 4000 PSI,

ALL-THREAD REBAR WITH HEX NUT @ ANCHOR

NEW 1

DRILL (12) 2

NOTE 7

SEE

"32 72'-4 "8

13'-2 "8 51'-10 "4

11'-9 "8 53'-

PLATE, TYP

BASE

COLUMN

4 BOLT

SEE NOTE 9

STEPS SHOWN

AND LATCHING CHAIN DETAILS

CU-59-270-68-6 FOR GATE HANGER

SEE INFORMATIONAL DRAWING

C6x13

ABUTMENTS ONLY)

(FOR LEFT AND RIGHT

REMOVABLE HANDRAIL

SEE SHEET S-509

STEEL GRATING

HOLE, TYP

ACCESS2

1R 1

SEE SHEET S-509

BEARING PEDESTAL

SEE SHEET S-509

BEARING PAD

"2 13'-12'-9""2

13'-9

"2 13'-12'-9""2

13'-9

AND LATCHING CHAIN DETAILS

CU-59-270-68-6 GATE HANGER

SEE INFORMATIONAL DRAWING

SEE SHEET S-509

BEARING PAD

PL, TYP

1/2" STIFFENER

FOR CONTAINMENT AREA

WELDED TO BOTTOM FLANGES

3/16" A36 GRADE 38 STEEL PLATE

SEE SHEET S-509

BEARING PEDESTAL

SEE SHEET S-509

BEARING PLATE - TYPE 1

SEE SHEET S-509

BEARING PLATE - TYPE 2

"2 13'-12'-9""2

13'-9 "32 72'-4

SEE SHEET S-509

STEEL GRATING

TYP

" STIFFENER PL,2

SEE SHEET S-509

BASE PLATE - TYPE 1,

AREA TERMINATION

HOLE @ CONTAINMENT

PLUG WELD ACCESS

"x13" SQ4

3PL

1(4) 1

T Y

2" TYP

x3'-5"

H S S 5x5x

"32 1112'-3

AREA

CONTAINMENT

AREA TERMINATION

HOLE @ CONTAINMENT

PLUG WELD ACCESS

BOTH SIDES

3'-0"

BOTH SIDES

", TYP4

TOP FLANGE)

HOLE (UP AGAINST

5"x6" ACCESS

AND LATCHING CHAIN DETAILS

CU-59-270-68-6 FOR GATE HANGER

SEE INFORMATIONAL DRAWING

"2 13'-9 2'-9"

SEE SHEET S-509

BASE PLATE - TYPE 2,

"32 1112'-3

"32 72'-4 2'-8" "4

16 "4 31'-10 "8

31'-1 2'-4"

7'-0"

"32 72'-4 "4

13'-2 "4 31'-10 "8

31'-9 2'-4" "2

"32 1112'-3

"4 31'-10 "8

31'-9"4 13'-2"32

72'-4 "4 33'-

AREA TERMINATION

HOLE @ CONTAINMENT

PLUG WELD ACCESS

"2 x3'-5"

H S S 5x5x

"2 13'-1

4'-6"

DRAWING PLOT SIZE: ANSI F

S O

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IDENTIFICATION

SHEET

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [08-2013]

c o e -n w p n v p o r.

n w p .d s .u s a c e .a rm y .m il \C

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W o rk s p a c e s \N

W P \W o rk s p a c e \p ro je c ts \L o c a l R e s o u rc e

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Sheet NameSHEET NAME:g2ecdrad Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 6/16/2022 2:39:34 PM

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S-508

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H A

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M A

C H

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L A

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O R

A S

S E

M B

L Y A

N D D

E T

HATCH

ACCESS

DIRECTION

SWING

M A

N L E

Y M

R O

S H

A N I

CENTER PIER MIRROR OF PLAN SHOWN.

NOTE: SHOWN PLAN IS ABUTMENT

C L

BLBL

W x

5/16

WEB TO WEB

TYP

CJP

W x

AREA

CONTAINMENT

AREA

CONTAINMENT

10. CADA SHALL NOT INTERFERE WITH TAINTER GATE TRAVEL.

THE CLOSED POSITION.

9. CADA SHALL DISCHARGE ON THE DOWNSTREAM SIDE OF THE TAINTER GATE WHEN THE GATE IS IN

8. SLOPE PIPING IN ACCORDANCE WITH PETRO PIPE MANUFACTURER'S RECOMMENDATIONS.

7. PETRO PIPE SHALL BE BY SOLIDIFICATION PRODUCTS INTERNATIONAL, INC., OR APPROVED EQUAL.

SOLIDIFIES INTO A NON-PENETRABLE PLUG WHEN CONTACTED BY HYDROCARBON COMPOUNDS.

6. PETRO PIPE SHALL HAVE INTERNAL MEDIA THAT ALLOWS FREE DRAINING OF WATER, BUT THAT

5. PETRO PIPE SHALL HAVE 2" MALE THREADED END FOR CONNECTION TO PIPING.

4. BALL VALVES SHALL HAVE THREADED ENDS, BRASS BODIES, AND SHALL BE FULLY PORTED.

3. ELBOWS AND FITTINGS SHALL BE PER ASME B16.3 AND SHALL BE HOT DIP GALVANIZED.

TAPE ON THE MALE THREADS ONLY.

2. JOINTS SHALL BE THREADED AND SHALL BE SEALED BY APPLYING THREAD SEALANT OF TEFLON

1. PIPING SHALL BE HOT DIP GALVANIZED STEEL PIPE PER ASTM A53.

CONTAINMENT AREA DRAIN ASSEMBLY (CADA) NOTES:

W x

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

"= 1'-0"2

1SCALE: 1

12" 9" 6" 3" 0 1'

3/16

TYP

5/16

TYP

1/2

TYP

W x

1/2

TYP

INSTALLATION.

MACHINERY PLATFORM LEVEL. SUBMIT ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION AND

9. CONTRACTOR TO PROCURE, AND INSTALL INTERMEDIATE STEP FROM CONCRETE DECK TO

TO FABRICATION AND INSTALLATION.

PLATFORM ACCESS HATCH PER EM 385-1-1. SUBMIT ALL RELATED SHOP DRAWINGS FOR APPROVAL PRIOR

8. CONTRACTOR TO PROCURE, AND INSTALL SELF CLOSING GATE IN FRONT OF THE SERVICE

SUBMIT ALL RELATED SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

7. CONTRACTOR TO PROCURE, AND INSTALL SERVICE PLATFORM ACCESS HATCH PER EM 385-1-1.

ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

6. CONTRACTOR TO PROCURE, AND INSTALL LIFTING POINTS FOR THE MECHANICAL SKID. SUBMIT

SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

5. CONTRACTOR TO DESIGN, FABRICATE, AND INSTALL GRATING PER EM 385-1-1. SUBMIT ALL RELATED

05 05 23.00 25.

4. MACHINERY PLATFORMS SHALL BE FABRICATED IN ACCORDANCE WITH AWS D1.1 AND SPECIFICATION

3. ALL MEMBERS SHALL BE PAINTED PER SPECIFICATION 09 97 02.00 25.

2. ALL MEMBERS SHALL BE ASTM A572 GRADE 50 STEEL UNLESS OTHERWISE SPECIFIED.

1. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

NOTES:

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

ISOMETRIC VIEW

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

FRAMING PLAN (GATE 2)

SECTION

"-1'-0"

3SCALE:

SECTION

"-1'-0"

3SCALE:

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

SECTION

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

DETAIL

SECTION

"-1'-0"

3SCALE:

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

SECTION

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

SECTION

"-1'-0"

3SCALE:

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

"= 1'-0"2

1SCALE: 1

12" 9" 6" 3" 0 1'

SEE MOUNTING PLATE DETAIL

PLATE DETAIL

SEE MOUNTING

1/4

TYP

1/4

TYP

FOR APPROVAL PRIOR TO FABRICATION.

RELATED FABRICATION SHOP DRAWINGS

KICKS PER EM 385-1-1. SUBMIT ALL

AND INSTALL GUARDRAILS AND TOE

CONTRACTOR TO PROCURE

REQUIREMENTS

EMBEDMENT, INSTALL PER MFG

" HILTI KB WITH 6" MIN4

3PROVIDE (8)

GALVANIZED STEEL, SEE NOTE 5

3 x 2

1GRATING, W-19-4 1

INSTALL TO SNUG TIGHT CONDITION

" ASTM A325X BOLTS,4

3PROVIDE (8)

SEE NOTE 4

SERVICE LADDER,

6"6"

1'-0"

PL 1"

" 18

PL 1"

6"10"

1'-4"

"16 12"2

11'-9"32

"32 152'-3

"2 11 R

"4 3 R

"2 11 R

2' -2

" x 4"2

1PL

" PL8

"4 3 R

TYP

CJP

1/4

TYP

" PL4

3FOR

(4) PROVIDE HOLES

"16

2'-2"

"2 12"8

51'-7"2

"4 34"4

18"4 18"4

"4 34"4

18"4 18"4

"16 11 "16

"2 12"16

139"16 139"2

2'-2"

2'-6"

"2 13"2

111"2 111"2

DETAIL, SEE SHEET M-505

BASE PLATE WELDING

5/16

TYP

5/16

TYP

7" "2

1/4

TYP

SCALE: 3"= 1'-0"

0 3" 6" 12"

"4 13 "4

1'-0"

A R

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S-509

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6. ALL QUANTITIES CALLED OUT ON THIS SHEET ARE FOR ONE HOIST BASE ASSEMBLY.

OR REQUIRED SUPPORTS AT WIRE ROPE PASSTHROUGH LOCATION.

FOR ENTIRE SWING CYCLE. CONTRACTOR TO PROVIDE ALL REQUIRED BANDING

5. CONTRACTOR TO LOCATE AND VERIFY WIRE ROPE PASSTHROUGH LOCATION

FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

FOR SERVICE LADDER PER EM 385-1-1. SUBMIT ALL RELATED SHOP DRAWINGS

4. CONTRACTOR TO PROCURE AND INSTALL ALL REQUIRED SUPPORTS

3. ALL MEMBERS SHALL BE PAINTED PER SPECIFICATION 09 97 02.00 25.

2. ALL HSS MATERIAL ON DRAWINGS SHALL BE ASTM A500 GRADE 46 STEEL.

1. ALL PLATE MATERIAL ON DRAWINGS SHALL BE ASTM A572 GRADE 50 STEEL.

NOTES:

FRONT ELEV RIGHT ELEV

SIDES

TYP 3

(GRATING NOT SHOWN FOR CLARITY)

LEFT ABUTMENT OPPOSITE HAND

CENTER PIER AS SHOWN

C x

C6x13

C x

C6x13

CORNERS

CJP TYP ALL

3'-6"

ISOMETRICSECTION A

(1) REQ'D (2) REQ'D

(5) REQ'D

(4) REQ'D

ABOUT

SYM

(2) REQ'D

ABOUT

SYM

(2) REQ'D

10" 2'-8"

C .R

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A N I

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R O

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A N I

G E

C D

R A

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

SERVICE PLATFORM

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

BASE PLATE - TYPE 1

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

BASE PLATE - TYPE 2

SCALE: 3" = 1'-0"

GRATING SUPPORT

SCALE: 3" = 1'-0"

C6X13 CONNECTION (TYP)

SCALE: 3" = 1'-0"

MOUNTING PLATE

SCALE: 3" = 1'-0"

BEARING PAD

SCALE: 3" = 1'-0"

BEARING PEDESTAL

DRAWING PLOT SIZE: ANSI F

S O

A T

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D E

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C A

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IDENTIFICATION

SHEET

1 2 3 4 5 6

D E

S C

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

BORDER VERSION UPDATE [08-2013]

Sheet NameSHEET NAME:g2ecdrad Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 6/16/2022 1:53:53 PM

N C

Fi le

L as t S av ed B y:

M-001

C O

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H O

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N , P

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4_ M

-0

dw g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

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D D

GENERAL MECHANICAL NOTES:

1. INFORMATION, TOLERANCES, AND NOTES ON THIS SHEET APPLY TO ALL MECHANICAL

DRAWINGS, UNLESS NOTED OTHERWISE.

2. MECHANICAL FASTENERS SHALL BE 18-8 OR 300 SERIES STAINLESS STEEL AND

INSTALLED WITH AN APPROVED ANTI-GALLING COMPOUND, UNLESS OTHERWISE NOTED

IN DRAWINGS OR SPECIFICATIONS.

3. WELDING OF CARBON STEEL SHALL BE PERFORMED IN ACCORDANCE WITH THE

SPECIFICATION SECTION 05 05 23.00 25, WELDING, STRUCTURAL.

4. KEYWAYS SHALL BE MACHINED IN ACCORDANCE WITH ASME B17.1. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR SUPPLYING KEYS FOR ALL ASSEMBLIES.

5. 125 MICROINCH SURFACE TEXTURE ON ALL MACHINED SURFACES, UNLESS OTHERWISE

SHOWN. SURFACE TEXTURE SHALL BE PER ASME B46.1.

6. VARIOUS DIMENSIONS SHOWN ARE BASED ON SPECIFIED EQUIPMENT. ADJUSTMENTS

MAY BE REQUIRED DEPENDING ON EQUIPMENT SUPPLIED.

7. ALL LINEAR UNITS ARE FEET AND INCHES OR INCHES, AND ALL ANGULAR UNITS ARE

DEGREES, UNLESS SHOWN OTHERWISE.

8. BREAK ALL CORNERS AND EDGES.

9. AT FABRICATION, ALL PARTS SHALL BE ASSIGNED A CONTRACTOR-DESIGNED PART

NUMBER AND MARKED BY EMBOSSING OR ETCHING. ALL FABRICATED PARTS SHALL BE

SHOP ASSEMBLED AND CHECKED FOR PROPER FIT AND TOLERANCES. ALL PARTS SHALL

BE MATCH MARKED PRIOR TO SHIPMENT FOR REFERENCE DURING ASSEMBLY.

10. SCOPE COLOR CODING SHOWN IN M SERIES SHEETS DESCRIBES MECHANICAL SCOPE

ONLY. STRUCTURAL STEEL SCOPE SHOWN IN S SERIES SHEETS.

11. M SERIES SHEETS SHOWN IN BLACK DESCRIBE ALL NEW COMPONENTS.

N N

D R

B Y:

C H

D B

N U

D B

T D

C O

N O

SHEET

IDENTIFICATION

1 2 3 4 5 6

C R

O N

K D

US Army Corps of Engineers ®

LEGEND

NEW ITEMS BEING MODIFIED OR INSTALLED

ITEMS TO BE DEMOLISHED

D D

D , O

O N

G 2E

N C

Fi le

L as t S av ed B y:

6/ 8/

N N

D R

B Y:

C H

D B

N U

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File details come from the government source that posted it. Updated Jul 16, 2022.