W9127N-16-R-0052_GENERAL_STRUCTURAL.pdf

PDF 29 MB Posted Jul 11, 2016

Attached to: COUGAR SPILLWAY GATE REHAB
Solicitation number: W9127N-16-R-0052
Issued by: Department of the Army Corps of Engineers Engineering District Portland

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DRAWING PLOT SIZE: ANSI F

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BORDER VERSION UPDATE [08-2013]

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BORDER VERSION UPDATE [08-2013]

G-002SHEET NAME:g2ecdcrm BY USERNAME:DATE AND TIME PLOTTED: 6/12/2016 10:26:53 AM

SHEET OF

A R

M Y C

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G-002 2 5

B R

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N S L

- J -

- K -

- F -- A -

- E -

- D -

- B -

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

M A

T T

H E

W D

H A

N S

O N P

G A

T E R

E H

A B

A T

N S

L W

A Y

C O

U G

A R D

D R

E S

E R

V O

UTP

UTIL

U/S

UPS

UNO

UGND

UNTWISTED PAIR

UTILITY

ULTRASONIC TESTING

UPSTREAM

UNINTERRUPTIBLE POWER SYSTEM

UNLESS NOTED OTHERWISE

UNDERWRITERS LABORATORIES

UNIT HEATER

UNDERGROUND

N -1

-R -0

P D

G E

C D

ABBREVIATIONS

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

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]

G-003SHEET NAME:g2ecdcrm BY USERNAME:DATE AND TIME PLOTTED: 6/12/2016 10:41:33 AM

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

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

S I F

C U

D .1

G -0

X X

X .d g n

G E

C D J

E R

A L N

O T

E S A

N D S

Y M

B O

3 5

T T

H E

W D

H A

N S

O N P

G A

T E R

E H

A B

A T

N S

L W

A Y

C O

U G

A R D

D R

E S

E R

V O

G-003

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.

N -1

-R -0

P D

G E

C D

M K

X-1##

" = 1'-0"8

3SCALE:

SECTION

X-3##

X-5##

SCALE: NONE

DETAIL

X-5##

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

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R of Engineers

US Army Corps

BORDER VERSION UPDATE [09-2012]

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G-101SHEET NAME:g2ecdcrm BY USERNAME:DATE AND TIME PLOTTED: 6/12/2016 10:47:54 AM

SHEET OF

MILES

0 5 10 15 20 25

GROVE

COTTAGE

APPROX. 115 MILES

TO PORTLAND, OR

FROM EUGENE, OR

BLUE RIVER

DORENA

LAKE

COUGAR

99W 99E

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SPRINGFIELD

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FALL CREEK

FALL CK.

LOOKOUT POINT DAM

EUGENE

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DEXTER

ROW R. DORENA DAM

GROVE DAM

COTTAGE

5 DAM

HILLS CREEK

OAKRIDGE

MCKENZIE R.

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G-101

050' 50'

SCALE: 1"= 50'SCALE: 1" = 50'

PROJECT SITE MAP

OPERATIONS DURING CONTRUCTION.

AREAS AND EXISTING FISH FACILITY

ALLOW ACCESS TO USACE STORAGE

:NOTE

PROJECT LOCATION

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LOCAL VICINITY MAP

PROJECT PHOTO

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PROJECT ISOMETRIC

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US Army Corps of Engineers ®

SHEET OF

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RIGHT ABUTMENT

GATE NO. 1

(SHOWN AFTER MODIFICATION)

GATE NO. 2

(SHOWN AS EXISTING)

LEFT ABUTMENT

SPILLWAY DAM - ISOMETRIC

SCALE: NTS

(MACHINERY NOT SHOWN FOR CLARITY)

SPILLWAY DAM - PLAN

SCALE:3/32" = 1'-0"

(MACHINERY NOT SHOWN FOR CLARITY)

SECTION A

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

(MACHINERY NOT SHOWN FOR CLARITY)

EL 1629.00

TRUNNION

EL 1670.00

EL 1706.00

TOP OF CREST

EL 1656.75

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US Army Corps of Engineers ®

SHEET OF

BORDER VERSION UPDATE [06-2013]

S-001 1 12

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STRUCTURAL GENERAL NOTES

1.0 STRUCTURAL STEEL

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

ENDORSEMENTS. REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION.

1.2 ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL.

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 OF SHEARING, FLAME CUTTING OR

MACHINING. SHEARED PLATES GREATER THAN 5/8" ARE NOT ALLOWED.

1.4 ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS, AND SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL. ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN LIST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON. THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE

PROVIDED FOR GOVERNMENT APPROVAL.

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

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

AWS D1.5.

1.7 ADD GUARDRAIL AT CENTER PIER TO RESTRICT ACCESS DOWNSTREAM OF TRUNNION GIRDER. CONTRACTOR TO DESIGN THE GUARDRAIL AND ANCHORAGE PER EM 385-1-1 AND SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

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

BARB WIRE SUPPORT.

1.9 ALL ELEVATIONS GIVEN ARE IN NGVD29.

2.0 BRIDGE LOADINGS

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

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

C R

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26' ROADWAY

FLOW

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

H T

N T

A B

E N

STA SD 8+52.55

STA L 21+07.00

N 98404.79 E 101439.00

SPILLWAY BRIDGE

50'-0"

COVER STRUCTURES, SEE NOTE 1.8

CENTER PIER SAFETY

IMPROVEMENTS, SEE NOTE 1.7

DEMOLITION PLAN

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

DETAIL 1 - PIER MACHINERY PLATFORM ANCHORAGE

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

(SEE INFORMATIONAL DRAWING CU-59-270-68-4 FOR EXISTING PLATFORM DETAILS)

SECTION A

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

TAINTER GATE #1 TAINTER GATE #2

EL 1708.0'

EL 1706.0'

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US Army Corps of Engineers ®

SHEET OF

BORDER VERSION UPDATE [06-2013]

SD101

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NOTES

1. SEE SHEET MD101 FOR EXISTING EQUIPMENT DEMOLITION DETAILS.

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

3. REPAIR ALL DAMAGED PIERS AND REPLACE GROUT PAD WITH

NON-SHRINK GROUT TO AN ELEVATION OF 1706.08'.

4. REFRAIN FROM DAMAGING OR BENDING EXISTING ANCHOR RODS.

5. ELECTRICAL CONDUIT MODIFICATIONS WILL BE PERFORMED ON ALL PLATFORMS. MACHINERY PLATFORMS FOR GATE 2 ARE OPTIONAL BID ITEMS. CONDUIT IN ALL LOCATIONS TO BE COVERED WITH GRATING UNDER

THE BASE CONTRACT.

6. IF AWARDED PLATFORMS FOR GATE 2 WILL BE SIMILAR IN DESIGN TO GATE 1 PLATFORMS.

7. SAW CUT PARAPET WALL TO CURB LEVEL TO ACCOMODATE CHAIN LINK GATE IMPROVEMENT. GRIND SMOOTH ALL SAW CUT EDGES. SEE SPECIFICATION SECTION 32 32 13.00 25 FOR CHAIN LINK IMPROVEMENTS.

H T

SPILLWAY BRIDGE

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

3'-0" PARAPET WALL ACCESS IMPROVEMENT, SEE NOTE 7

STA SD 8+52.55

STA L 21+07.00

N 98404.79 E 101439.00

RIGHT ABUTMENT MACHINERY PLATFORM

TO BE REMOVED, SEE NOTES 2,3, AND 4

BAY 1 SIDE OF PIER MACHINERY PLATFORM

TO BE REMOVED, SEE NOTES 2,3, AND 4

BAY 2 SIDE OF PIER MACHINERY PLATFORM

TO REMAIN, SEE DETAIL 1 FOR ANCHORAGE

6" 3'-0" 3'-103 8"

7'-43 8"

CUT LINE FOR PIER MACHINERY PLATFORM

INSTALL NEW ANCHOR BOLTS PRIOR TO DEMO

EXISTING 1" DIA ANCHOR BOLTS

NEW 1" DIA ANCHOR BOLTS, 2 PER W SECTION

(2) STIFFENER 1 2" PL'S PER ANCHOR BOLT, TYP

6' -0

" E M

M E

N T

CONCRETE PIER

CONCRETE FILL, TYP

3" GROUT PAD

21WF96, TYP

ASTM 194 GRADE 2H HEAVY HEX NUTS

w/ F436 WASHERS, SNUG TIGHTEN BOLTS

12"

SIDE ELEVATION

TOP VIEW

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

ISOMETRIC

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

REAR ELEVATION

SCALE: 3/16" = 1'-0" TYPICAL GIRDER DETAILS

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

LIFTING CABLE ANCHOR DETAILS

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

STRUCTURAL DEMOLITION WORK TO BE

PERFORMED UNDER THIS CONTRACT

KEY:

S O

N N

N A

M E

D R

A W

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C H

E C

K E

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D E

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IDENTIFICATION

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US Army Corps of Engineers ®

SHEET OF

BORDER VERSION UPDATE [06-2013]

SD102

3 12

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2' -2

4' -5

8' -2

REMOVE EXISTING GUIDE SHOES

(BOLTED TO GIRDER), TYP 6 PLACES

DEMO EXISTING GIRDER FLANGE

(COMPLETE WIDTH) AS SHOWN TO

ACCEPT NEW GIRDER REINFORCEMENT,

SEE SHEET S-504 FOR DETAILS

SEE NOTE 5

TRUNNION HUB AND BASE

STRUT ARM ASSEMBLY

ALL GIRDER AND DIAPHRAGM BRACING

GUIDE SHOE

NOTES

1. ALL TAINTER GATE DEMOLITION SYMMETRICAL ABOUT CENTERLINE.

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

3. ALL CUTS SHALL BE MADE A MINIMUM 3/16" SHORT AND THEN GROUND FLUSH AND SMOOTH. MAGNETIC PARTICLE TEST ALL AREAS WHERE EXISTING MEMBERS HAVE BEEN REMOVED AND SUBMIT RESULTS.

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

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

REMOVE EXISTING ANCHOR ASSEMBLY.

GRIND SKIN PLATE SMOOTH AND PAINT

PER SPECIFICATION 09 97 02 00 25.

TAINTER GATE

ISOMETRIC VIEW

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

* ALL GATE REPAIRS SYMMETRICAL ABOUT CENTERLINE

DOWNSTREAM VIEW

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

KEY:

STRUCTURAL REHABILITATION WORK TO BE PERFORMED

UNDER THIS CONTRACT.

S O

N N

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K E

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SHEET OF

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NOTES

1.0 STRUCTURAL STEEL

1.1 UNLESS OTHERWISE NOTED ALL STRUCTURAL STEEL USED IN FABRICATION OF THESE TAINTER GATES SHALL BE ASTM A709 F2 GRD 50.

FOR ALL REQUIREMENTS SEE SPECIFICATION 05 59 13.00 25.

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

1.3 PAINTING FOR TAINTER GATES SHALL CONFORM TO ALL REQUIREMENTS STATED IN 09 97 02.00 25. UPSTREAM SIDE OF SKIN PLATE SHALL BE PAINTED WITH SYSTEM 5-E-Z. ALL COMPONENTS ON THE DOWNSTREAM SIDE OF THE TAINTER GATE SHALL BE PAINTED WITH

SYSTEM 3-A-Z.

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

1.5 ALL EXISTING FRAME ARMS, HORIZONTAL GIRDERS, AND SKIN PLATE RIBS ARE ASTM DESIGNATED A373 WITH A YIELD STRENGTH OF 32 KSI. SKIN PLATE STEEL IS ASTM DESIGNATED A242 WITH A YIELD STRENGTH OF 50 KSI. CONTRACTOR WILL BE REQUIRED TO PROVIDE PQR'S

AND WPS'S FOR WELDING TO THESE STEELS.

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

1.7 REPLACE GATE SEALS AND HARDWARE 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 DIRECTION FROM THE

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

2.0 TAINTER GATE DESIGN DATA

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

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

- H1 = EL 1690'

- H2 = EL 1690'

- H3 = EL 1699'

- Q1 = Q2 = 0

- Q3 = 200 KIPS TOTAL OR 100 KIPS PER SIDE

- I = 1.0 KLF

- WIND = 40 PSF

- WAVE = 2' OF ADDITIONAL HEAD

- EQ PGA = 0.049 % GRAVITY FOR 144 YR RETURN PERIOD

- RELIABILITY FACTOR ALPHA = 0.85

- TRUNNION FRICTION COEFFICIENT, mu=0.3

- SIDE SEAL FRICTION COEFFICIENT, mu=0.5

2.3 ALL QUANTITIES INDICATED ON STRUTURAL SHEETS ARE FOR 1 GATE. SEE SPECIFICATIONS FOR REQUIRED NUMBER OF GATES.

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

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

NEW LOWER RIB STIFFENER, SEE SHEET S-503

NEW UPPER RIB STIFFENER (4 PER SIDE), SEE SHEET S-503

NEW GIRDER FLANGE SECTION, SEE SHEET S-503

NEW INTERMEDIATE RIB STIFFENER, SEE SHEET S-503

NEW WEARING PLATE,

SEE SHEET MG506

NEW LIFTING CABLE ANCHOR,

SEE SHEET MG503

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

POINT C, TOP OUTER MOST POINT ON

FLANGE, TYPICAL FOR POINTS A THRU D

POINT D

POINT B

POINT A

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

NEW LIFTING CABLE ANCHOR STIFFENERS, SEE SHEET S-503

NEW GIRDER BRACING, SEE SHEET S-502

ELEVATION

SECTION A - DOWNSTREAM ELEVATION

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

SECTION B - UPSTREAM ELEVATION

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

SECTION E

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

SECTION D

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

SECTION C

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

DETAIL F - TYPICAL

SCALE: 3/4" = 1'-0" DETAIL G - TYPICAL

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

SECTION H - TYPICAL

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

DETAIL J

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

SECTION K

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

, I N

M E

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G E

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L O

W E

R R

BISECTING LINE

BISECTING PLANE

STRUCTURAL REHABILITATION WORK TO BE

PERFORMED UNDER THIS CONTRACT.

KEY:

S O

N N

N A

M E

D R

A W

N B

C H

E C

K E

D B

D E

N E

D B

D A

N U

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IDENTIFICATION

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SHEET OF

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16'-6" 16'-6"3'-41 4" 3'-41

39'-81 2"

WEARING PLATE,

SEE SHEET MG506

LIFTING CABLE ANCHOR,

SEE SHEET MG503

5'-10"2'-11"2'-11"4'-10"3'-41 4" 5'-10" 2'-11" 2'-11" 4'-10" 3'-41

5/16 TYP

1/4 TYP

CJP

TYP

UPPER RIB STIFFENER,

SEE SHEET S-503

UPPER RIB STIFFENER,

SEE SHEET S-503

CJP

TYP

1/4 TYP

CJP

TYP

5/16 TYP

INTERMEDIATE RIB STIFFENER,

SEE SHEET S-503

LOWER RIB STIFFENER,

SEE SHEET S-503

LIFTING CABLE ANCHOR,

SEE SHEET MG503

WT6x17.5

EXISTING WT RIB

EXISTING WF GIRDER

1/4

1/4 TYP

WT6x17.5

R2" WELD ACCESS

HOLE, TYP

CJP

TYP

1/4

1/4TYP

EXISTING WF GIRDER

EXISTING

WT RIB

STRUT ARM ASSEMBLY, SEE SHEET

S-504 FOR CONNECTION DETAILS

GUIDE ROLLERS,

SEE SHEET MG505

8" STIFFENER,

BOTH SIDES

EXISTING

SKIN PL

EXISTING WT RIB

WT6x17.5

1/4

1/4 TYP

8" STIFFENER PL, TYP

1'-0"

12"

3" 10"

PL 1 2"

EXISTING WT RIBEXISTING

SKIN PL

LIFTING CABLE ANCHOR,

SEE SHEET MG503

1'-1 1 8 "

3/8 TYP

PL 3 4" x 4", TYP

3/8 TYP

1'-7 11 16 "

NOTES

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

INTERMEDIATE RIB STIFFENER

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

UPPER RIB STIFFENER

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

LOWER RIB STIFFENER

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

S O

N N

N A

M E

D R

A W

N B

C H

E C

K E

D B

D E

N E

D B

D A

N U

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C A

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C O

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SHEET

IDENTIFICATION

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US Army Corps of Engineers ®

SHEET OF

BORDER VERSION UPDATE [06-2013]

S-503 6 12

C O

U G

A R

D A

M A

N D

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S E

R V

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A Y

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N -1

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-0

M A

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D . H

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C U

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R2", TYP

3'-01 2"

3'-51 16"R43'-03

PL 1" x 6"

PL 1 2"

1/4

16" 2"

3'-55 16"

4' -0

2'-91 8"6"

2' -1

-0

R2", TYP

R43'-03 4"

1/4

PL 1" x 6"

PL 1 2"

CJP

PL 1" x 6" x 6" LONG

3'-0"3" 2"

3'-5"

2' -6

1' -1

-3

2'-101 4"6"

R43'-03 4"

R2", TYP

1/4

CJP

1 16

2"31 8"

R39'-711 16"

15.50°

NOTES

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

PL 1" x 6" x 6" LONG

PL 1" x 6"

PL 1 2"

ELEVATION - STRUT ARM ASSEMBLY (FRACTURE CRITICAL)

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

SECTION A

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

DETAIL C

SCALE: 1" = 1'-0"

SECTION D

SCALE: 1" = 1'-0"

W x3

W 14x30

W x3

W14x30 x3

W 14x30

14x30 x3

W 14x30

W14x30

W14x132

W14x176

TYPICAL BRACING TO GIRDER CONNECTION

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

TRUNNION

2.5

S O

N N

N A

M E

D R

A W

N B

C H

E C

K E

D B

D E

N E

D B

D A

N U

M B

E R

S U

B M

D B

T S

C A

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A C

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SHEET

IDENTIFICATION

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US Army Corps of Engineers ®

SHEET OF

BORDER VERSION UPDATE [06-2013]

S-504 7 12

C O

U G

A R

D A

M A

N D

R E

S E

R V

S P

A Y

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A B

M O

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20° 20' 0"

15° 30' 0"

15'-11 9 16"

12'-0"

1" C

R11

2" TYP

STRUT

W14x30 BRACING

90.00°

BISECTING PLANE

'-6

2' -2

3'-2"

15° 2' 23"

NOTES

1. FABRICATE IN ACCORDANCE WITH AWS D1.5.

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

3. ALL DIMENSIONS ARE WORKPOINT TO WORKPOINT CENTERLINES.

4. WRAP ALL WELDS UNLESS OTHERWISE NOTED.

5. FIELD VERIFIY ALL DIMENSIONS.

6. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.

7. INTERSECTING WELDS AT STRUT ARM TO TRUNNION SHALL BE DRILLED OUT WITH (2) 1 1/2" ACCESS HOLES.

8. PROVIDE 1 1/2" DRAIN HOLES AT CENTERLINE OF EACH STRUT ARM 1 FT FROM LOW POINT END.

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

CJP TYP

SEE NOTE 2

TRUNNION HUB,

SEE SHEET S-505

R2" WELD ACCESS

HOLES, TYP.

CJP, TYP

SEE NOTE 2

* MACHINE INTERFACE SURFACES AS NECESSARY

TO ENSURE PROPER FIT-UP FOR WELD, TYP

CJP, TYP ALL DIAGONAL CONNECTIONS

40'-5 9 16"

CJP

TYP

5/16 TYP

CJP

TYP

RT+UT

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

4'-0"

2'-0" 2'-0"

R2" TYP, GRIND ALL WELD

ACCESS HOLES SMOTH

STIFFENERS (RE-USE)

1/2TYP

1/2

1/2TYP

EXISTING GIRDER, TYP

MATCH EXISTING

FLANGE THICKNESS

STRUT ARM (FCM), TYP

NOTE: FLANGE REINFORCING

PLATE AND ITS ASSOCIATED

WELDS ARE FRACTURE CRITICAL.

P L

CJP BACK-

GOUGE TYP

SEE NOTE 2

MT + UT

NEW REINFORCING PLATE

TYP FOR UPPER AND

MIDDLE STRUT ARMS,

SEE NOTE 8

TYP FOR MIDDLE AND

LOWER STRUT ARMS,

SEE NOTE 8

TRUNNION HUB (FRACTURE CRITICAL)

SCALE: 3" = 1'-0"

SECTION A

SCALE: 3" = 1'-0" ISOMETRIC VIEW

SCALE: NTS

FRONT ELEVATION

SCALE: 3" = 1'-0"

S O

N N

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M E

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D B

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M B

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S U

B M

D B

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C A

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A C

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SHEET

IDENTIFICATION

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US Army Corps of Engineers ®

SHEET OF

BORDER VERSION UPDATE [06-2013]

S-505 8 12

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NOTES

1. ALL MEMBERS ON THIS SHEET ARE FRACTURE CRITICAL.

2. STAINLESS STEEL HUB RINGS TO BE ASTM A240, UNS S31603. HUB RING SHALL BE MACHINED TO SURFACE FINISH LISTED

ON DRAWINGS AND MILLED TO BEAR AFTER WELDING TO TRUNNION HUB ASSEMBLY.

3. TRUNNION HUB TO BE SEAMLESS CARBON STEEL MEMBER. SEE SPECIFICATION SECTION 05 59 13.00 25 FOR DETAILS.

4. BACKING BARS MAY BE USED IN LOCATIONS WHERE IT IS NOT POSSIBLE TO BACKGOUGE. CERAMIC OR STEEL BACKING BARS CAN BE USED TO FABRICATE THE TRUNNION HUB ASSEMBLY WITH TESTED PRQ's AND WPS's. REMOVE STEEL BACKING, EXCEPT WHERE NOTED, PROVIDED THAT IT IS WELDED ALL AROUND. FILLET WELDS JOINING BACKING BARS SHALL BE 1/4" ALL AROUND OR SEALED WITH APPROVED METHOD. IF BAR IS TO BE LEFT IN PLACE 100% MT REQUIRED.

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

6. ENTIRE TRUNNION HUB ASSEMBLY TO BE HEAT TREATED PER AWS D1.5.

7. UT THE TRUNNION HUB AFTER HEAT TREATMENT.

8. PERFORM STRESS RELIEF PRIOR TO MACHINING.

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

ARM AXIS

27" OD

R16"

° 2

15° 30' 0"

R72"

N O

M , S

N S

T M

-5

11 1 2 "

1 7 8 "

15 1 4 "

1 7 8 "

1/2 G

WP,

TYP

SURFACE FINISH

BETWEEN HUB RING

AND PIPE TO

ACHIEVE BEARING

(MILL TO BEAR).

CJP, TYP

SEE NOTES

4 AND 5

38"

15° 3' 6""

.005 A

STAINLESS STEEL HUB RING

UTILIZE WELD RUN-OFF TABS TO

FACILITATE FABRICATION OF RADII,

GRIND SMOOTH TO SHOW RADIUS,

MT ENTIRE AREA AFTER GRINDING.

CJP, TYP

SEE NOTES

4 AND 5

BACKING BARS MUST BE USED ON

THE TRUNNION HUB TO TRUNNION

FLANGES AND WEBS, REMOVE

BACKING BARS AFTER USE.

PRIME WP

R2" WELD ACCESS

HOLES, TYP

8" GREASE LINE

+0 .1

-0 .0

TRUNNION BASE

ISOMETRIC VIEW

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

VIEW A - ELEVATION

SCALE: 3" = 1'-0"

SECTION B

SCALE: 3" = 1'-0"

SECTION C

SCALE: 3" = 1'-0"

SECTION D

SCALE: 3" = 1'-0"

BORE

S O

N N

N A

M E

D R

A W

N B

C H

E C

K E

D B

D E

N E

D B

D A

N U

M B

E R

S U

B M

D B

T S

C A

T D

C O

A C

T N

SHEET

IDENTIFICATION

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US Army Corps of Engineers ®

SHEET OF

BORDER VERSION UPDATE [06-2013]

S-506 9 12

C O

U G

A R

D A

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S E

R V

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D . H

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4" 23

4"245 8" 0.020

R13 1 2"

30°"

2" 11" 11" 51

33"11 2"35"

8" TYP 203

8" TYP 5" TYP

8" 141

4" 51 8"21

35"

R1" TYP

2" TYP11

4" TYP

8 TYP

1-8 UNC - 2B

2, TYP 8 PLCS ON

21.75" BOLT CIRCLE

R1'- 11 2"

R9 1 2"

R12"

1-8 UNC - 2B

4, TYP 4 PLCS

R11

2WELD ACCESS HOLE, TYP

2" 11" 11" 51

33"

(4) BAR 11

4" x 3" x 245

(2) BAR, 11

4" x 41

2" x 245 8"

TYP

R11

2 TYP

4 TYP

8"1

8" x 45° CHAMFER

MACHINE 1 8" OF MATERIAL

FROM SHADED AREA.

.005

.005 A

A .005

NOTES

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

THICKNESS 1/4 INCH, MAXIMUM THICKNESS 3/8 INCH) FOR ALL CONNECTIONS ON THIS

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

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

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

4. ALL STIFFENERS SHALL HAVE ONE AND A HALF (1 1/2") INCH RADIUS WELD ACCESS HOLES, EXCEPT FOR THE 1 1/4" X 2 1/2" BOTTOM STIFFENER.

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

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

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

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

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

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

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

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

FINAL DIMENSIONS TO BE INCLUDED IN AS-BUILT DRAWINGS.

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

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

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

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

.005 A

21 2"

12 1

4 " TYP

21 2"

(4) BAR 1" x 1" x 3"

SEE NOTE 13

3/8

BOTTOM

STIFFENER

ONLY

S O

A T

N N

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A M

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C K

D B

D E

N E

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S U

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T E

D B

P L

O T S

C A

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P L

O T D

A T

C O

N T

R A

C T N

IDENTIFICATION

SHEET

S C

N M

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K D

A T

E A

P P

R of Engineers

US Army Corps

/3 /2

BORDER VERSION UPDATE [08-2013]

n w d \n w p \E

T D

S \C

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D -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

D E

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Sheet NameSHEET NAME:g2ecdcrm BY USERNAME:DATE AND TIME PLOTTED: 6/3/2016 11:27:00 AM

SHEET OF

C U

D .1

S -5

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S-507

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S T

R U

N N

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A S

GATE AXIS

TRUNNION CENTERLINE

NEW TRUNNION BASE SHIMS

NEW TRUNNION BASE

EXISTING ANCHOR ARM

CLPIERS 2 AND 3 SYMMETRICAL ABOUT

THRUST WASHER

CONCRETE PIER

NEW TRUNNION BASE

FACE OF CONCRETE PIER

GATE AXIS

EXISTING TRUNNION ANCHOR

CONCRETE PIER

NEW TRUNNION BASE

BEARING BLOCK

EXISTING THRUST

BEARING BLOCK

EXISTING THRUST

EXISTING TRUNNION BEARING

(SEE NOTE 5)

EXISTING TRUNNION BEARING

SEE NOTE 4

SEE NOTES 2 & 3

" BOLTS, 8

1NEW Ø1

EXISTING TRUNNION ANCHOR

ISOMETRIC - TRUNNION BASE INSTALLATION

ELEVATION VIEW - BASE INSTALLATION DETAIL

PLAN VIEW - BASE INSTALLATION DETAIL

INSTALLATION.

FLATNESS AND OVERALL CONDITION IN AN RFI TO DETERMINE NECESSITY FOR REPLACEMENT PRIOR TO NEW BASE

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

NUTS ARE REQUIRED AT EACH LOCATION.

4. CONTRACTOR SHALL INSTALL HIGH STRENGTH, STRUCTURAL BOLTS A449 WITH MATCHING NUTS AND WASHERS. 2

SPEC SECTION 4.1

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

PLAN IN SPEC. 05 59 13.00 25..

INSTALL NEW TRUNNION BASE IN REQUIRED LOCATION BY SURVEY. THIS IS PART OF THE TRUNNION BASE REHAB

TRUNNION BASE IS LOCATED IN FINAL POSITION. CONTRACTOR SHALL SUBMIT PROCEDURE FOR HOW HE INTENDS TO

" A325T BOLTS ONCE 8

12. DRILL AND TAP INTO BACK PLATE OF TRUNNION BASE EACH OF FOUR HOLES FOR Ø 1

1. TRUNNION BASE SHIMS TO BE COLUMBIA INDUSTRIAL PRODUCTS (CIP) 101

NOTES

ISOMETRIC VIEW

(GRATING REMOVED FOR CLARITY)

FRAMING PLAN

(PIER MACHINERY PLATFORM AS SHOWN, RIGHT ABUTMENT OPPOSITE HAND)

SECTION A

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

SECTION B

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

SECTION C

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

SECTION F

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

SECTION G

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

SECTION E

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

SECTION D

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

DETAIL H - TYPICAL

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

ACCESS

HATCH

E E

W x9

CONTAINMENT

AREA

CONTAINMENT

AREA

W x9

CONTAINMENT

AREA

CONTAINMENT

AREA

W x9

D W x9

W x9

S O

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K E

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SHEET

IDENTIFICATION

1 2 3 4 5 6

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US Army Corps of Engineers ®

SHEET OF

BORDER VERSION UPDATE [06-2013]

S-508 11 12

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3'-3 4"1'-93

8"1'-103 4"3'-21

4"2'-43 16"

3' -9

2' -9

-1

2" 2'

-4

2' -3

-3

-6

12'-35 16"

'-4

7'-0"

3'-3 4" 1'-93

8" 1'-103 4" 61

4" 2'-8" 2'-43 16"

3'-3 4" 1'-103

4"1'-93 8" 3'-21

4" 2'-43 16"

12'-35 16"

3'-3 4" 1'-93

8" 1'-103 4" 3'-21

4" 2'-43 16"

12'-35 16"

7'-73 16" 4'-81

3'-91 2"2'-9"3'-11

2"2'-43 16"

3'-11 2" 2'-9" 3'-91

2"2'-43 16"

4'-6"

2' -3

8" 2'

-3 8"

SEE INFORMATIONAL DRAWING

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

AND LATCHING CHAIN DETAILS

SEE INFORMATIONAL DRAWING

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

AND LATCHING CHAIN DETAILS

SEE INFORMATIONAL DRAWING

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

AND LATCHING CHAIN DETAILSSERVICE PLATFORM,

SEE SHEET S-509

BEARING PEDESTAL,

SEE SHEET S-509

BEARING PEDESTAL,

SEE SHEET S-509

BEARING PAD,

SEE SHEET S-509

BEARING PAD,

SEE SHEET S-509

16" A36 GRADE 36 STEEL PLATE

WELDED TO BOTTOM FLANGES

FOR CONTAINMENT AREA

PLUG WELD ACCESS

HOLE @ CONTAINMENT

AREA TERMINATION

CJP ALL FLANGES, TYP

5/16 WEB TO WEB, TYP

NOTES

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

2. ALL MEMBERS SHALL BE ASTM A529 GRADE 50 STEEL UNLESS OTHERWISE SPECIFIED.

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

4. MACHINERY PLATFORMS SHALL BE FABRICATED IN ACCORDANCE WITH AWS D1.2 AND SPECIFICATION 05 05 23.00 25.

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

FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

6. CONTRACTOR TO DESIGN, FABRICATE, AND INSTALL LIFTING POINTS FOR THE MECHANICAL SKID. SUBMIT ALL SHOP

DRAWINGS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

7. CONTRACTOR TO DESIGN, FABRICATE, AND INSTALL SERVICE PLATFORM ACCESS HATCH PER EM 385-1-1. SUBMIT ALL

RELATED SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

8. CONTRACTOR TO DESIGN, FABRICATE, AND INSTALL SELF CLOSING GATE IN FRONT OF THE SERVICE PLATFORM ACCESS HATCH PER EM 385-1-1. SUBMIT ALL RELATED SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

9. CONTRACTOR TO DESIGN, FABRICATE, AND INSTALL INTERMEDIATE STEP FROM CONCRETE DECK TO MACHINERY PLATFORM LEVEL. SUBMIT ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

CONTAINMENT AREA DRAIN ASSEMBLY (CADA) NOTES:

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

2. JOINTS SHALL BE THREADED AND SHALL BE SEALED BY APPLYING THREAD SEALANT OF TEFLON TAPE ON THE MALE

THREADS ONLY.

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

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

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

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

NON-PENETRABLE PLUG WHEN CONTACTED BY HYDROCARBON COMPOUNDS.

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

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

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

10. CADA SHALL NOT INTERFERE WITH TAINTER GATE TRAVEL.

GRATING SUPPORT,

SEE SHEET S-509

GRATING SUPPORT,

SEE SHEET S-509

3'-11 2" 2'-9" 3'-91

2"21

2" 21 2"

2"21

CONTAINMENT

AREA

BEARING PEDESTAL,

SEE SHEET S-509

BASE PLATE - TYPE 2,

SEE SHEET S-509

2"21

6" 3'-0"

3'-0"

DRILL (8) 2 1/2" DIAMETER HOLE 6FT DEEP TO GROUT

NEW 1 1/4" DIAMETER WILLIAMS GRADE 75 HOT DIPPED

GALVANIZED ALL-THREAD REBAR OR APPROVED

EQUAL WITH HEX NUT @ ANCHOR BOTTOM.

BACKFILL HOLE WITH 4000 PSI NON SHRINK GROUT.

CJP

TYP

CONTRACTOR TO DESIGN, FABRICATE, AND

INSTALL NEW GUARDRAIL AND TOEBOARDS PER

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

SHOP DRAWINGS FOR APPROVAL PRIOR TO

FABRICATION AND INSTALLATION.

16"

3/16

3/16TYP

4", TYP

16"

C6x13

CONTAINMENT

AREA

4" DRAIN

HOLE

PLUG WELD ACCESS

HOLE @ CONTAINMENT

AREA TERMINATION

PLUG WELD ACCESS

HOLES @ CONTAINMENT

AREA TERMINATION

R11

2" ACCESS

HOLE, TYP

BASE PLATE - TYPE 1,

SEE SHEET S-509

BASE PLATE - TYPE 2,

3'- 5"

HSS5x 5x

1 2 x

3'- 5"

HSS5x 5x

1 2 x

SEE NOTE 7

SWING

DIRECTION

2" HOLE

BOTH SIDES

2" HOLE

BOTH SIDES

2" HOLE

BOTH SIDES

2" T

2" TYP

PL3

4"x13" SQ

2"(4)

HOLE

BASE PLATE - TYPE 1,

SEE SHEET S-509

BASE PLATE - TYPE 2,

2" STIFFENER PL, TYP

1/2 TYP

GRATING SUPPORT

(5) REQ'D

RIGHT ELEVATIONFRONT ELEVATION

ISOMETRIC

SECTION A

MOUNTING PLATE

(4) REQ'D

BASE PLATE - TYPE 1

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

(1) REQ'D

BASE PLATE - TYPE 2

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

(2) REQ'D

BEARING PEDESTAL

SCALE: 3" = 1'-0"

(2) REQ'D

BEARING PAD

SCALE: 3" = 1'-0"

(2) REQ'D

SECTION B - TYP CONNECTION

SCALE: 3" = 1'-0"

A A

C 6x

C6x13

C 6x

C6x13

C 6x

SYM

ABOUT

SYM

ABOUT

B B

S O

N N

N A

M E

D R

A W

N B

C H

E C

K E

D B

D E

N E

D B

D A

N U

M B

E R

S U

B M

D B

T S

C A

T D

C O

A C

T N

SHEET

IDENTIFICATION

1 2 3 4 5 6

D E

S C

N M

A R

K D

A P

P R

US Army Corps of Engineers ®

SHEET OF

BORDER VERSION UPDATE [06-2013]

S-509 12 12

C O

U G

A R

D A

M A

N D

R E

S E

R V

S P

A Y

G A

E H

A B

E R

Y P

O R

M M

A N

E O

U S

C H

H E

R R

M A

/1 5/

G 2E

C D

G 2E

C D

G H

S W

N -1

6- R

-0

M A

E W

D . H

A N

S O

S I F

C U

D 1.

S -5

X X

A R

M Y

C O

R P

S O

F E

N G

P O

A N

D D

P O

, O R

E G

O N

2'-2"

1'-91 2"

1' -7

16"21

16"

2'-31 2"

1' -8

R11 2"

16"

R3 4"

R11 2"

R3 4"

PL 1 2" x 4"

PL3

CONTRACTOR TO DESIGN, FABRICATE,

AND INSTALL GUARDRAILS AND TOE

KICKS PER EM 385-1-1. SUBMIT ALL

RELATED FABRICATION SHOP DRAWINGS

FOR APPROVAL PRIOR TO FABRICATION.

2' -2

3' -0

-6

7' -8

2'-8" 10"

3'-6"

10"

SERVICE PLATFORM

(GRATING NOT SHOWN FOR CLARITY)

CENTER PIER AS SHOWN

RIGHT ABUTMENT OPPOSITE HAND

5' -8

5' -1

PL 3/4"

C6x13

2'-6"

2" 31

4" 31

2'-2"

2" 21

2" 11 16"11

16" 913 16" 913

16"

2" 111

4" 81

1 1 2

1/4 TYP

1/4TYP

1'-0"

-6

6" 6"

2' -2

PL 1" PL 1"

10" 6"

1'-4"

-6

2' -2

8 1 15

8 1

NOTES

1. ALL PLATE MATERIAL ON DRAWINGS SHALL BE ASTM A529 GRADE 50 STEEL.

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

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

4. CONTRACTOR TO DESIGN, FABRICATE, AND INSTALL ALL REQUIRED SUPPORTS

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

APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

5. CONTRACTOR TO LOCATE AND VERIFY WIRE ROPE PASSTHROUGH LOCATION FOR

ENTIRE SWING CYCLE. CONTRACTOR TO PROVIDE ALL REQUIRED BANDING OR

REQUIRED SUPPORTS AT WIRE ROPE PASSTHROUGH LOCATION.

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

SERVICE LADDER,

SEE NOTE 4

GRATING, W-19-4 11

2 x 3 16

GALZANIZED STEEL, SEE NOTE 5

(4) PROVIDE HOLES FOR 3 4"

PROVIDE (8) 3 4" HILTI KB WITH 6" MIN EMBEDMENT,

INSTALL PER MFG REQUIREMENTS

PROVIDE (8) 3 4" ASTM A325X BOLTS,

INSTALL TO A SNUG TIGHT CONDITION

2'-2"

2" 1'-75

8" 21 2" 11

16"11 16"

6"7"

4" 81

4"43 4" 43

4" 43

16"

2"1

1/4

TYP 3

SIDES

5/16TYP

1/4TYP

CJP TYP ALL

CORNERS

BASE PLATE WELDING

DETAIL, SEE SHEET M-505

SEE MOUNTING PLATE DETAIL

SEE MOUNTING

PLATE DETAIL

1/4TYP CJP,

TYP

R3 4"

CUD1.102_G-001XXX-G-001-000

CUD1.102_G-002XXX-G-002-000

CUD1.102_G-003XXX-G-003-000

CUD1.102_G-101XXX-G-101-000

Binder1.pdf

CUD1.102_G-901XXX

CUD1.102_S-001XXX

Binder1.pdf

CUD1.102_SD101XXX

CUD1.102_SD102XXX

Binder1

CUD1.102_S-501XXX

CUD1.102_S-502XXX

CUD1.102_S-503XXX

CUD1.102_S-504XXX

CUD1.102_S-505XXX

CUD1.102_S-506XXX

CUD1.102_S-507XXX-Sheet Name-000

Binder1

CUD1.102_S-508XXX

CUD1.102_S-509XXX

File details come from the government source that posted it. Updated Nov 14, 2017.